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Home My WebLink AboutPermit D07-264 - DRESS BARN - DEMISING WALLSDRESS BARN 17250 SOUTHCENTER PY D07 -264 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: Cit Tukwila 2623049117 17250 SOUTHCENTER PY TUICW DRESS BARN 17250 SOUTHCENTER PY , TUKWILA WA WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 LESITYA WIG 4811 134 PL SE , BELLEVUE WA 98006 425 -957 -4774 Contractor: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Phone: (425)641 -2044 Contractor License No: WIGPRPL945N3 Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10/06 V -B 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 $70,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 08/23/2008 D07 -264 08/01/2007 01/28/2008 DESCRIPTION OF WORK: INSTALL SIDE DEMISING WALLS INCLUDING CEILING BATHROOMS ETC. 90% BUILDOUT. NO OCCUPANCY UNDER THIS PERMIT Fees Collected: International Building Code Edition: Occupancy per IBC: $1,607.61 2006 0019 D07 -264 Printed: 08 -01 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signatur I hereby certify that I have read and governing this work will be complie Print Name: doc: IBC -10/06 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 N n . Cut 1/1 Permit Number: D07-264 Issue Date: 08/01/2007 Permit Expires On: 01/28/2008 Date: n i of 10- permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. The granting of this p - rmit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating const • _ • or the ormance of work. / I am authorized to sign and obtain this develop - peit. Signature: L 1-G l Date: r IN-- This permit shall become mill 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. D07 - 264 Printed: 08-01 -2007 1: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Parcel No.: 2623049117 Address: 17250 SOUTHCENTER PY TUICW Suite No: Tenant: DRESS BARN 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: D07 -264 Status: ISSUED Applied Date: 07/17/2007 Issue Date: 08/01/2007 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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) 4: 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) 5: 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) 6: 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) 7: 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) 8: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 9: 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) 10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF'C Chapter 10) 12: 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 D07 -264 Printed: 08 -01 -2007 doc: Cond -10/06 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 corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 13: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 15: 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) 16: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 17: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 18: 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) 19: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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) 20: 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. 21: 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) 22: 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) 23: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. D07 -264 Printed: 08-01 -2007 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 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: Modify south section of space to increase size of display area to 4 feet in depth as noted on plans. doc: Cond - 10/06 * *continued on next page ** D07 -264 Printed: 08 -01 -2007 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 / 6_, / Signature: Print Name: /� f D f2(1 10 D07-264 1 Printed: 08 -01 -2007 Site Address: k S Tenant Name: 2V-' -SS _ 5 Bi. -v-I Property Owners Name: WI C,t f TI L E -Mail Address:_ Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Contact Person: '-k C- 1 E -Mail Address: V C Q- 1'a dr 8 . Garr Contact Person: E -Mail Address: Q: Applicetions\Fotn - Applications On LineU -2006 - Permit Applicatioadoc Revised 9 -2006 bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: lA2'3 09 , I I'7 SOUTI CeNTF —'R. ?P KI.l AY Suite Number: .I . IZ- Floor: 1 Mailing Address: 4 S (< I .1,4Th 'PL SE- , t3f LLl .V Ut , 14A City New Tenant: ®, Yes ❑ ..No $0 Cv Sta we contact when your permit is ready to be issue Name: ti 511/11 a I r S � '.1.A�.Da Telephone: 44m\--151- 7 — Mailing Address: _4811 ` 14 P1 - - -'Gt �it MA R /�� - City gr ate Fax Number: Company Name: TO Pie 175-17 Mailing Address: Zip City Day Telephone: Fax Number: Expiration Date: State CUI 1:C! ins must be wet stamped by Architect of Recor PP��VZ.TI�t'i=Jii -s D<�2G t lT - uc-/ t. 9' -S14N Gtr y E NGINEER OF REC i ns must wet stamped by Engineer of Re State Zip Mailing Address: Zl S ht . 01 'Si S' SOt ae-ptt 1 L€ . %.-(/ s 9 2 i 3 City State Zip Day Telephone: 1--0C.e ( \3 Fax Number: 1 --a4 1 ( I F Q Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORMA Valuation of Project (contractor's bid price): $ -- 7 6 6 0 0, 0 0 Scope of Work (please provide detailed information): l to S T A N - t _ . s I'P 17 M t S 11,1 _ . N3 Psi 2-0OM S °) D '70 3 u t (290t-T, U N'0 lS Will there be new rack storage? ❑ Yes Existing Building Valuation: $ ' 2 S +-t LL 1 N CB- v'flt ►J4 GEI U ►. ( N 2.. No If yes, a separate permit and plan submittal will be required. ro ' de Alt Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/RAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x I1 " 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. tr Applications\Fonns- Applications On Line U- 2006 -Permit Appliationdoc Revised: 9 -2006 bh Page 2 of 6 xisting -'. 1ntenor Remodel . Addition to Existing . Structure New Type of Construction per Type of t , Occupancy k . . sr 3x � � e 1 Floor — 7 4 62 t i - 1 ( i' 0 V 15 /Ar £M) 2 "d Floor' 1eLl..c2 11 7) 3`d Floor Floors Y tlitu` - B asement ' Accessory Stru ctlu Attached Garage D etached Gara � � � -i - � ss Atta ched.Carport� — De :Carport �� C overed Der -LL r . U ncovered Deck- - f BUILDING PERMIT INFORMA Valuation of Project (contractor's bid price): $ -- 7 6 6 0 0, 0 0 Scope of Work (please provide detailed information): l to S T A N - t _ . s I'P 17 M t S 11,1 _ . N3 Psi 2-0OM S °) D '70 3 u t (290t-T, U N'0 lS Will there be new rack storage? ❑ Yes Existing Building Valuation: $ ' 2 S +-t LL 1 N CB- v'flt ►J4 GEI U ►. ( N 2.. No If yes, a separate permit and plan submittal will be required. ro ' de Alt Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/RAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x I1 " 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. tr Applications\Fonns- Applications On Line U- 2006 -Permit Appliationdoc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORN,[AT ON = 206- 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 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 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size .. " ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑...ValVue 0... Sewer Availability Provided 0. D . D . D. H „ Q: Applieaiions\Foma- Applications On I ine 3 -2006 - Pettit Application.doc Revised: 9-2006 bh Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Highline ❑ .. Renton ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Renton ❑ .. Seattle ❑ -Right-of-way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage WO # WO # WO # ❑ ...Deduct Water Meter Size Private Private ❑ ...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ -Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type:,— .,,.:., ....::.Qty...Unit.Type _...`' Qty::. Unit Type:...:.` . _.' :Qty :.Boiler /Compressor _.__ Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 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 Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ QMpplieations\Forms- Applicatian On line\3- 2006 - Permit Appiicadon.doe Revised: 9 -2006 bh MECHANICAL PERMIT INFQRMA N `= 206 -431 -3670 City State Zip Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 Fixture lope =' , Qty • . Fiztu re'Iipe. . . r Qty r ' 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 Water Closet 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 PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: S �J J \ T PLUMBING AND GAS PIPING_ PERMIT INFORMATION - 296- 431 -3670 City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ApplicationsWonns- Applications On line3 -2006 - Permit Applicationdoe Revised: 9 - 2006 bh Page 5 of 6 Mailing Address: 21 S Date Application Accepted: PERMIT LIGATION NO' licable to all permits in this application 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. BUILDING O WNER OR AUTHORIZED AGENT: —7/ r 4/ Signature: Date: Print Name: VALI G KOC-- Date Application Expires: Q: Applications\Fonns- Applications On Line13-2006 - Permit Applieationdoc Revised: 9 -2006 bh Day Telephone: SOU 3ia. I ∎3 U ►� . 10 "I 441 set sa t4 f ,6 13'5 City State Zip Staff Initials: Page 6 of 6 Receipt No.: R07 -01560 Initials: JEM User ID: 1165 Payee: WIG PROPERTIES, LLC -SS ACCOUNT ITEM LIST: Description 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.: 2623049117 Permit Number: D07 -264 Address: 17250 SOUTHCENTER PY TUICW Status: APPROVED Suite No: Applied Date: 07/17/2007 Applicant: DRESS BARN Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 2134 976.08 Account Code Current Pmts 000/322.100 971.58 000/386.904 4.50 Total: $976.08 Payment Amount: $976.08 Payment Date: 08/01/2007 03:18 PM Balance: $0.00 0955 08/02 9710 TOTAL.. 976.08 doc: Receipt -06 Printed: 08 -01 -2007 Parcel No.: 2623049117 Permit Number: DOT-264 Address: 17250 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 07/17/2007 Applicant: DRESS BARN Issue Date: Receipt No.: R07 -01406 Payment Amount: $631.53 Initials: WER Payment Date: 07/17/2007 02:50 PM User ID: 1655 Balance: $976.08 Payee: WIG PROPERTIES TRANSACTION LIST: Type Method Description Amount Payment Check 2096 631.53 ACCOUNT ITEM LIST: Description doc: Receipt -06 PLAN CHECK - NONRES 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 Account Code Current Pmts 000/345.830 631.53 Total: $631.53 Printed: 07 -17 -2007 Projec e'S- ( 3AI N.1 Type of Ir Address: Date Called: Special Instructions: Date Wantgd: _ i WIZ> 107 .m. Requester: Phone No: 1-1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3 sg Approved per applicable codes. El Corrections required prior to approval. COMMENTS: t-ke Date: 0 REINSPECTION FE EQUIRED. •or to inspection, fee must be at 6300 Southcenter 131 Suite 10 Call the schedule reinspection. Recei t No.: 'Date: * Project* L21 A4, Type of Inspection: i Add ess: —Z2250 C*6 iv, Date Call : Ili • i Special Instructions: / Date Wanted: a.m. Requester: Phone No: - 1/49 — *?4 7 / / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. A COMMENTS: Id "7 (? 1' se (e - JJ $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: f Type of Inspection: Addre . 72_ — 6n i- A_, Date Called: Special Instructions: Qate Wanted: D � % , <3a. Requester: Phone No: COMMENTS: $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit / '��'3i INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 Approved per applicable codes. Corrections required prior to approval. 6'0 Pro' ,�� 6/WA./ Type of Inspection: /` c'y/) ///V ( ` ' V Address: / 7-250 , >c/ fl v;Y pate Called: / Special Instructions: Date Wanted: a.m Requester: Phone No: I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: fJ Inspect Da C__) 3 'Date: 206)431 -3 7 4/1 e 00 REINSPECTION FE EQU D. Prior to inspection, fee must be id at 6300 Southcenter Bl d., Suite 100. Call the schedule reinspection. 'Receipt No.: Project: 2 e55 13c e"./7 Sprinklers: Type of Inspection: Address: 1 7Z 5a Suite #: /12_ s°- ' 4` ' c ' ,14,„, ' '. Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Word /Inspection Record Form.Doc 1/13/06 00 .2 f-f p7 -F -14Z PERMIT NUMBERS Corrections required prior to approval. COMMENTS: p- • /14.4“-t 4 IA e di) 17 S 1 5 re 5;44 AS."-c) Inspector: 5 5 5 — " Date: /U�,r - � G - - Hrs.: $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: D2a S s eA / n Sprinklers: Type of Inspection: spy ,:t)2 j ,-,,.� S . i T1- Address: 17 2 CO 50 N 4 «!4-1- Suite #: //2,,' 0 Contact Person: P a IA ) Special Instructions: Occupancy Type: Phone No.: - �5 3 — ) Z -- c / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: a INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain copy with permit Word /Inspection Record Form.Doc 1/13/06 007 - 2G7 O7 -2c PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: ", -, ,,. Inspector: l; 3 , 5 Date: ~ / /! /v 7 rs $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Orc5 - 5 1., Type of Inspection: iI y dr-0 / cp. fr. Address: ) 7 St? 5U0.+ho ►kg, Rilw4 . Suite #: H2. Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: e1,. INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Od? - ZCL/ 07- 5- Z "S PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: .5f42f 2 /D;) fi VO ZlZ O k' -f o Cv rL- , C vviry r1 1 ��• � YL u.� ; Inspector: c S'),S'" Date: Wits/.7 Hrs.: 1, 6 "--- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 69211 Description: Epoxy Grouting (Reber) Project: Southcenter Square Permit Number. 007 -264 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06 -683 Client: Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Ross Bogle 8/31/2007 Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT Visual inspection of epoxy rebar for dowels in closure strips in Southwest end of building S and N. Holes were drilled 6" into existing slabs and were blown, brushed and blown free of debris prior to inspection arrival. Epoxy used was Hilti -150 expires 02/2008, was applied to each hole. Work was as per approved plans. Conforms Remarks X Contractor X Building Dept Technical Responsibility: o p a p T David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 -OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM1N -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Ross Bogle Description /Location: Perimeter slab on grade for south building and for north building, small strips and entrance and exit at back of both buildings. Rebar as per plans. Resteel Verified: Yes 8/28/2007 by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Design © Actual L Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 460# Type: 1/11 Mix Number: 1840AF Fine Agg. (lbs): 1310# Slump Spec: 4 " -5" Coarse Agg. (lbs/size): 1860# 7/8" Slag (lbs): W/C Ratio Spec: 0.520 Coarse Agg. (lbs/size): Air Spec: 3-4% Coarse Agg. (lbs/size): Total Yards: 22 Fly Ash (Ibs): 57# Placed Via: Chute Water (lbs or gal): 271# Consolidated: Yes Admixtures (specify): 2.8 oz. AEA Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 7:00 am 11.00 0 gal. 5" 4.2% 70 °F 55 °F 21 191737 Weather: Clear Slump Range Date Samples Picked Up: 8/29/2007 Initial Curing Method: Excluding ASTM c31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 9/4/07 7 4 x 8 12.59 8.73 41,200 3270 2 9/25/07 28 4 x 8 12.6 8.73 64,910 5150 3 9/25/07 28 4 x 8 12.6 8.75 67,050 5320 4* 9/25/07 28 • = Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client © Contractor Architect © Building Dept © Engineer © Batch Plant CONCRETE REPORT Report Number: RC44168 Permit Number: See Comments REINFORCING / PLACEMENT: Conforms 0 Does Not Conform Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 8/28/2007 Air % Range: David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 - 2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 61811 Description: Epoxy Grouting (Rebar) COMA'i+1 , DEVELOPrviaff Project Southcenter Square Permit Number: D07 -264 Address: 17200 Southcenter Parkway, Tukwila Job Number. 06-683 Client Wig Properties LLC — SS Client Address: 4811 134 Place SE, Bellevue Inspector and Date Remarks Dwayne Helgeson 8/14/2007 Copies to: Owner X Architect X Engineer CONSTRUCTION INSPECTION REPORT On site to witness the epoxying of #4 rebar at slab on grade infill, (21) total bars. All holes were drilled to 5" or greater embedment, cleaned, and blown free of debris at the southeast corner of Building 112 (Dress Barn). Epoxy type used was Hilt' HY -150, ICBO ER #5193, expires 12/2007. Rebar was grade 60 from Nucor. Conforms X Contractor X Building Dept. Technical Responsibility: RECEIV SEP 2 6 2dUl David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - Fax (206) 723 - 2221 Form No.: ADMIN -63-01 (Rev 05/03) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Micah Ruoff Description /Location: Footings for radius patio/ planter at west ends of Building "N" and Building "S" Resteel set as per detail from CTI Engineering, dated 7/2/2007. Resteel Verified: Yes 8/10/2007 by Micah Ruoff Grade: 60 Mfg: Nucor Placement Data Design n Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs /type): 517# Mix Number: 02550 Fine Agg. (Ibs): 1480# Slump Spec: 4" Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 40 Fly Ash (Ibs): Placed Via: Pump Water (Ibs or gal): 262# Consolidated: Yes Admixtures ( specify): s p eci 16 oz. POLYHEED 997 Required Strength (psi): 2500 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 11:00 am 21.00 0 gal. 4" N/A 68 °F 71°F 019 190785 Weather: Partly Sunny Date Samples Picked Up: COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 1 8/17/07 7 4 x 8 12.54 8.83 51,830 4130 2 9/7/07 3 9/7/07 4* 9/7/07 = Discarded CONCRETE REPORT Report Number: RC67097 Permit Number: D07 -165 Slump Range -- 8/13/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments 28 4 x 8 12.53 8.87 69,740 5570 28 4 x 8 12.53 8.83 74,990 5990 28 Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 i Copies to: [__] Client N Contractor Architect © Building Dept V Engineer tg Batch Plant Technical Responsibility: Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 8/10/2007 Air % Range: -- REINFORCING / PLACEMENT: Conforms p Does Not Conform [j P) AA.4 Ou.u( kl �4. David Lyal, Technic Al Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 - OTTO ROSENAU & ASSOCIATES INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Dwayne Helgeson Placement Data Supplier: Miles Mix Number: 02550 Slump Spec: 4" ± 1" W/C Ratio Spec: Air Spec: N/A Total Yards: 32 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Weather: Sunny Date Samples Picked Up: CONCRETE REPORT Report Number: RC67376 Permit Number: D07 -264 Slump Range -- 8/15/2007 Initial Curing Method: Excluding ASTM C31-12.1.5 Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 8/14/2007 Description /Location: On site at slab on grade patch at "Dress Barn ", suite 112, south edge of building and approximately 40' of infill of south edge going north. Resteel Verified: Yes 8/14/2007 by Dwayne Helgeson Grade: 60 Mfg: Nucor, Cascade Design Q Actual ❑ Batch Weights /Cubic Yard Cement (Ibs/type): 517# Type: 1/I! Fine Agg. (Ibs): 1480# Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): 262# Admixtures (specify): 16 oz. POLYHEED 997 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 7:30 am 11.00 10 gal. 5" N/A 75 °F 67 °F 21 190947 REINFORCING / PLACEMENT: Conforms p Does Not Conform ❑ Air % Range: -- Initial Curing Temp: Excluding ASTM C31- 10.1.2 COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) (psi) ) (other than cone) 1 8/21/07 7 4 x 8 12.52 8.73 55,430 4430 2 9/11/07 28 4 x 8 12.52 8.82 77,570 6200 3 9/11/07 28 4 x 8 12.52 8.82 78,490 6270 4* 9/11/07 28 • = Discarded Tested in general accordance to: ASTMC39 © ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client 0 Contractor [f Architect 0 Building Dept Technical Responsibility: 51 Engineer Batch Plant David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 • OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06-683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector: Ross Bogle Copies to: ❑ Client M Contractor [J Architect n Building Dept Engineer © Batch Plant CONCRETE REPORT Report Number: RC44168 Permit Number: See Comments Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 8/28/2007 Description /Location: Perimeter slab on grade for south building and for north building, small strips and entrance and exit at back of both buildings. Rebar as per plans. Resteel Verified: Yes 8/28/2007 by Ross Bogle Grade: 60 Mfg: Nucor Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (Ibs/type): 460# Type: 1/II Mix Number: 1840AF Fine Agg. (Ibs): 1310# Slump Spec: 4 " -5" Coarse Agg. (lbs /size): 1860# 7/8" Slag (Ibs): W/C Ratio Spec: 0.520 Coarse Agg. (lbs/size): Air Spec: 3-4% Coarse Agg. (lbs/size): Total Yards: 22 Fly Ash (Ibs): 57# Placed Via: Chute Water (Ibs or gal): 271# Consolidated: Yes Admixtures (specify): 2.8 oz. AEA Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1 -4 7:00 am 11.00 0 gal. 5" 4.2% 70 °F 55 °F 21 191737 Weather: Clear Slump Range Air % Range: Date Samples Picked Up: 8/29/2007 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms D Does Not Conform ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.In.) (Lbs.) (Lbs.) (psi) (other than cone) 1 9/4/07 7 4 x 8 12.59 8.73 41,200 3270 Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 Technical Responsibility: _-`(r!✓ David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -683 Project: Southcenter Square Address: 17200 Southcenter Parkway, Tukwila Inspector. Dwayne Helgeson Weather. Sunny Date Samples Picked Up: Specimen Number 1 Copies to: ❑ Client 0 Architect Engineer Contractor ® Building Dept Batch Plant CONCRETE REPORT Report Number: RC67376 Permit Number: D07 -264 Client: Wig Properties LLC - SS Address: 4811 134th Place SE, Bellevue Date: 8/14/2007 Description/Location: On site at slab on grade patch at "Dress Barn", suite 112, south edge of building and approximately 40' of infiil of south edge going north. Resteel Verified: Yes 8/14/2007 by Dwayne Helgeson Grade: 60 Mfg: Nucor, Cascade Placement Data Design © Actual ❑ Batch Weights /Cubic Yard Supplier: Miles Cement (lbs/type): 517# Type: I/II Mix Number: 02550 Fine Agg. (lbs): 1480# Slump Spec: 4" ± 1" Coarse Agg. (lbs/size): 1860# 7/8" Slag (Ibs): W/C Ratio Spec: Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 32 Fly Ash (Ibs): Placed Via: Pump Water (lbs or gal): 262# Consolidated: Yes Admixtures (specify): 16 oz. POLYHEED 997 Required Strength (psi): 3000 Sampling and Testing Data Time Cubic Water Slump Air % Conc.Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 7:30 am 11.00 10 gal. 5" N/A 75 °F 67 °F 21 190947 Slump Range: - Air % Range: - 8/15/2007 Initial Curing Method: Exduding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms © Does Not Conform ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Fracture Type Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 8/21/07 7 4 x 8 12.52 8.73 55,430 4430 • = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 Technical Responsibility: David Lyal, Technical Director RECEIVED SEP 11 2J 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & s, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. •• • 6747 M.L King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1- 888-OTTO-4-US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 03 (Rev 01/06) Page 1 of 1 Project Info Project Address 17250 SOUTHCENTER AVE. Date 7/13/2007 TUKWILA, WASHINGTON 98188 For Building Department Use Applicant Name: VINCE PLANALTo Applicant Address: 8325 LENEXA DRIVE LENEXA, KS 66214 Applicant Phone: 913- 742 -5300 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2008 Washington State Nonresidential Energy Code Compliance Forms t Do Z &,ul FILE V Perm!t No. AUG -1 2007 City Of & lb BUILDING DIVISION Revised July 2007 RECERIEL JUL 1:7 2007 PERMIT CENTEF, • Project Info Project Address 1725o SOUTHCENTER AVE. Date 7/13/2007 TUKWILA, WASHINGTON 98188 For Building Department Use Applicant Name: VINCE PIANALTO Applicant Address: 8325 LENEXA DRIVE LENEXA, KS 66214 Applicant Phone: 913 - 742 -5300 Project Description ❑ Plans Included requirements. ❑ New Building ✓ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive * 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. g g Location Allowed (floor /room no.) Occupancy Description Watts per ft2** Area in ft Allowed x Area SALES FLOOR 1.50 6056.3 9084.5 SALES FLOOR (MERCHANDISE DISPLAY CREDIT) 1.50 4488.1 6732.2 RESTROOM 1.50 108.8 163.2 FITTING ROOM 1.50 328.8 493.2 STOCK AREA 1.50 406.2 609.3 SHOW AREA 1.50 263.6 395.4 EGRESS CORRIDOR 1.50 131.0 196.5 ** From Table 15 - (over) - document all exceptions on form LTG -LPA Total Allowed Watts 17674.2 Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed D 91 63.0 5733.0 D - 32 33.0 1056.0 F 2 60.0 120.0 G 12 52.0 624.0 A 13 60.0 780.0 E 4 80.0 320.0 c 4 52.0 208.0 T2 3 52.0 156.0 EM T4 EXPT (SHOW WINDOW) 18 T2 EXEMPT (SHOW WINDOW) 2 A EXEMPT (SHOW WINDOW) 14 T4(62) 2 2400.0 4800.0 TRACK 2 1800.0 3600.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 17397.0 Interior Lighting Summary LTG -INT Maximum Allowed Lihtin Wattage n Watta 2006 Washington State Nonresidential Energy Code Compliance Form 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. Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed D 91 63.0 5733.0 D - 32 33.0 1056.0 F 2 60.0 120.0 G 12 52.0 624.0 A 13 60.0 780.0 E 4 80.0 320.0 c 4 52.0 208.0 T2 3 52.0 156.0 EM T4 EXPT (SHOW WINDOW) 18 T2 EXEMPT (SHOW WINDOW) 2 A EXEMPT (SHOW WINDOW) 14 T4(62) 2 2400.0 4800.0 TRACK 2 1800.0 3600.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 17397.0 Interior Lighting Summary LTG -INT Maximum Allowed Lihtin Wattage n Watta 2006 Washington State Nonresidential Energy Code Compliance Form 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. Interior Lighting Summary LTG -INT Maximum Allowed Lihtin Wattage n Watta 2006 Washington State Nonresidential Energy Code Compliance Form 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. I /11711..G IJ - . ‘111111.....0 y . v..... . --...v ..... Use' .... ` - --, LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 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 1.2 Gymnasia'', assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall''` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q 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. L ighting 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. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 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. Project Info Proj Addres: SOUTHCENTER AVE. Date 7/13/2007 TUKWILA, WASHINGTON 98188 For Building Department Use Name: VINCE PIANALTO Appl. Name e325 LENEXA DRIVE LENEXA, KS 66214 Appl. Phone 913- 742 -5300 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) g g Allowed Watts Area (ft perimeter Allowed Watts Non - Tradable Locations Description per ft or per If (If) or # of items x ft (or x If) g g g Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Lighting Summary LTG -EXT hti Watta osed Li Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior - Tradable Maximum Allowed Lihtin Watta - Tradable Proposed Lihtin Watta 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Watts may not exceed Allowe .... wed Watts for Category Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. g g g Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Lighting Summary LTG -EXT hti Watta osed Li Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior - Tradable Maximum Allowed Lihtin Watta - Tradable Proposed Lihtin Watta 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Watts may not exceed Allowe .... wed Watts for Category Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exterior Lighting Summary LTG -EXT hti Watta osed Li Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior - Tradable Maximum Allowed Lihtin Watta - Tradable Proposed Lihtin Watta 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Watts may not exceed Allowe .... wed Watts for Category Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Exterior Lighting Summary LTG -EXT hti Watta osed Li Watta Total Proposed Watts may not exceed Total Allowed Watts for Exterior - Tradable Maximum Allowed Lihtin Watta - Tradable Proposed Lihtin Watta 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Watts may not exceed Allowe .... wed Watts for Category Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -w'red ballasts only, the default table in the NREC Technical Reference Manual may also be used. Tradable Surfaces Uncovered Parking Areas (Lighting power Parking lots and drives 1 0.15 W/ft • densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W/ft Stairways 1.0 W/ft Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft Street frontage for vehicle sales lots in addition to "open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stat at guarded facilities 1.25 W/11 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) LTG -EXT TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) ** From Table 15 -1 based on exceptions listed in footnotes Revised July 2007 Project Address 117250 SOUTHCENTER AVE. 'Date 7/13/2007 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Ceiling Height for this room Ceiling Height limit for this exception ** Adjusted LPA Watts per ft2 Lighting, 2006 Washington State Motor, and Transformer Permit Plans Checklist LTG -CHK Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 17250 SOUTHCENTER AVE. Date 7/13/2007 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) 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I 1514 IMax. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) I 1540 (Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (Le. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits ffom buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low- light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). Project Info Project Address Dress Barn Date 7/13/2007 17250 Southcenter Parkway, Suite 112 For Building Department Use Tukwila, Wa. Applicant Name: Robert W. Harris Jr., Henderson Engineer's Inc. Applicant Address: 8325 Lenexa Dr Suite 100 Lenexa, ICS 66214 Applicant Phone: (913) 307 -5300 2004 Washington State Nonresidential Energy Code Compliance Forms 2004 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM Revised May 2005 Fan Equipment Schedule Equip. ID Brand Name Model No. CFM Sp' HP /BHP Flow Control Location of Service Location Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IpLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Project Info Project Address Dress Barn Date 7/13/2007 17250 Southcenter Parkway, Suite 112 For Building Dept. Use Tukwila, Wa. Applicant Name: Robert W. Harris Jr., Henderson Engineer's Inc. Applicant Address: 8325 Lenexa Dr Suite 100 Lenexa, KS 66214 Applicant Phone: (913) 307 -5300 Mechanical Summary MECH -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. IO Includes Plans 2004 Washington State Nonresidential Energy Code Compliance Form Packaged Trane RTU'S with economizers. Refer to drawing M1.1 for Equipment schedules. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised May 2005 Compliance Option ® Simple System 0 Complex System o 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. 1 If available. 2 As tested according to Table 14 -1A through 14 -1 G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: i Constant vol? J Air cooled? i Packaged sys? Q <20,000 Btuh? Split system? Economizer included? ✓ If Heating Only: <5000 cfm? <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart 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. ( START Heating Only 2004 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Simple System Allowed (section 1420) Yes — Yes* otal Ca •. wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Yes C Reference Section 1423) Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical 2004 Washington State Permit Plans Checklist MECH -CHK Nonresidential Energy Code Compliance Forms Revised May 2005 Project Address Barn Date 7/13/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n. a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency Mi .1 yes 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss M1.1 1412 HVAC controls yea 1412.1 Temperature zones Indicate locations on plans 141.1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M1.1 n.a. 1412.3 Humidity control Indicate humidistat yea 1412.4 Automatic setback Indicate thermostat with night setback and 7 dill. day types 141.1 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 141.1 n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yea 1412.6 Combustion htg. Indicate modulating or staged control 241 yes 1412.7 Balancing Indicate balancing features on plans M n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yea 1423 Economizers Equipment schedule M1.1 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M1.1 n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n. a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yea 1413.3 Integrated operation Indicate capability for partial cooling M1.1 n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary ml .1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct Ml .1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping P1.1 1416 Completion Requirements yes 1416.1 &2 Drawings & Manuals Indicate requirement for record drawings and operation docs. M1.1 yes 1416.3.2 Air Balancing Indicate air system balance requirements M n.a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements yea 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report M1.1 / P1.1 n.a. 1424 Separate air sys. Indicate separate systems on plans n.a. 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) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off P yes 1443 Pipe Insulation Indicate R -value of insulation on piping P1.1 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2004 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide exptana 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 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. Gas -fired and oil -fired forced air furnaces with input ratings 225,000 Btu /h (65 kW) 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 fumished 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 be 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 Cooling Equipment: P ackaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 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 for seven different day types per week. 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. 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. 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: Heating and cooling systems with . design supply air 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 immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled 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 when supplemental heating is being used through visual means (e.g., LED Indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 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. 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 ° F 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: W ater 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 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 Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) 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 2004 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 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. Gas -fired and oil -fired forced air furnaces with input ratings 225,000 Btu /h (65 kW) 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 fumished 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 be 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 Cooling Equipment: P ackaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 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 for seven different day types per week. 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. 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. 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: Heating and cooling systems with . design supply air 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 immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled 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 when supplemental heating is being used through visual means (e.g., LED Indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 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. 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 ° F 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: W ater 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 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 Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Opaque Concrete /Masonry Wall Requirements Wall Maximum U -factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC Z 9.0 Btu/ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U- factor Concrete/Masonry Option 0 yes Check here N using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Applicant Address: 10230 NE Points Drive, Suite 300, Kirklant, WA 98033 30.0 Opaque Walls ---- , - , per g r� �!�. r1 11.0 10...1, i;. c.i.∎ ., I te a t.... . coD: ('E 112 71 tp�r: qqq y`e i N/A . 'T. N/A Slabs -on -Grade 10.0 2001 N/A AUG 1 Ilk Maximum U- factors Opaque Doors -WFIfa la 0.600 Vertical Glazing ray Of iu Wjia 0.600 Overhead Glazing BUILDING DIVISION __ N/A Maximum SHGC (or SC) Vertical/Overhead Glazing Space Heat Type Q Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be Included in the Gross Exterior Wall Area If they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 8645.0 ÷ 33886.0 X 100 = 25.5% Concrete/Masonry Option 0 yes Check here N using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use --/ 11E7Learr WPj PC •... 17—,716 � . . N/A All Other Roofs Applicant Address: 10230 NE Points Drive, Suite 300, Kirklant, WA 98033 30.0 Opaque Walls 11.0 Below Grade Walls N/A Floors Over Unconditioned Space N/A Slabs -on -Grade 10.0 Radiant Floors N/A Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.600 Overhead Glazing N/A Maximum SHGC (or SC) Vertical/Overhead Glazing I 0.450 Project Info Project Address Building S, South Center Square Date 7/17/2007 Tukwila, WA For Building Department Use --/ 11E7Learr WPj PC •... 17—,716 � . . Applicant Name: rreiheit and Ho Architects, Inc., P.S. Applicant Address: 10230 NE Points Drive, Suite 300, Kirklant, WA 98033 Applicant Phone: 425.827.2100 2004 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM 2004 Washington State Nonresidential Energy Code Compliance Forms (Project Description 0 New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Semi heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces I N /A 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: Doi - z6y Revised May 2005 RECO/ED JUL 1.7 2007 PERMIT CENTER 2004 Washington State Nonresidential Energy Code Compliance Forms 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) • Mass Watt Insulation Req. Mass Wall U0.15/R5.7c1 CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 Yes Concrete/Masonry Option Assembly Description 2004 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. All Insulation Installed? Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.80 o-' Lyes Yes Glazing Criteria Met? Glazing Vert OH Area % UVaI UVal SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed Yes Assy.Tag Yes p, Prescriptive Path Allowed Yes Glazing Vert OH Area % UVal UVal SHGC 0-30% 0.40 0.80 0.40 >30 Not Allowed Yes Component Performance or Systems Analysis Required HC"* Totals Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wife of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. All Insulation Installed? Below Grd Walt (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R -10 R -19 R -38 R -30 R -30 R -10 R -10 U -0.60 Metal R -10 U -0.082 U -0.031 U -0.034 U -0.029 R -10 R -10 U -0 Glazing Criteria Met? Wall Heat Capacity (HC) Area (sf) Area weighted HC: divide total of (HC x area) by Total Area Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 HC x Area Revised May 2005 *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address Building S, South Center Square Date 7/17/2007 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 25.5% Prop. I 45.0% Max.Target Concrete/Masonry Option 0 Yes O No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) U- factor Target UA x Area (A) = UA (U x A) 6u!ze1O U= 0.440 U= U= U= U= U= U= Plan ID Storefront Win. s Doors S A4.0/8 A4.1 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 3803.8 0.440 8645.0 0.550 8645.0 4754.8 Glazing % 0 -30% >30 -45% Electric Resist. Other Heating 0.40 0.55 see note above 0.45 Overhead Glazing I Over Attics I U= N/A U= U= U= Plan ID NA Plan ID NA Plan ID NA Plan ID NA 0.700 Glazing % 0 -30% >30 -45% Electric Resist. Other Heating 0.6 0.7 see note above 0.6 Oth.Roofs I U= N/A U= U= U= Plan ID NA Plan ID NA Plan ID NA Plan ID NA 0.700 Opaque I Doors U= 0.600 U= U= Plan ID service Door 8A4.0/8 Plan ID: Plan ID: 151.8 0.600 253.0 0.600 253.0 151.8 Electric Resist. Other Heating 0.60 0.60 a.n{I V c no R= N/A R= R= Plan ID: Plan ID: Plan ID: 0.036 Electric Resist. ' Other Heating 0.031 0.036 slooti Jaya° R= 30. R= R= Plan ID Built up Roof S A5.0 Plan ID: Plan ID: 0.036 45876.7 1651.6 0.046 45876.7 2110.3 Electric Resist. Other Heating 0.034 0.046 r Opaque Walls* R= 11.0 Plan ID cone. Tilt Up s A5.0 R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: **Note: sum of Target Areas here should equal 0.190 24988.0 4747.7 Target Opaque Wall Area (see back) 0.190 ** ** 24988.0 4747.7 Electric Resist. Other Heating Frame•Wd 0.062 0.062 Frame -MtI 0.062 0.109 Mass Wall` 0.15 0.15 ++ see mass wall Criteria I *nom .. pm R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Int Ins Ext Ins Electric Resist. > Other Heating 0.062 0.062 0.07 0.07 I Muu,+ul1 11 R= N/A R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: 0.056 Electric Resist. Other Heating 0.029 0.056 Juulj iueIp5d apew6 -11fl -API(' R =10.0 R= R= R= Plan ID Uninsulated slab s_A5.0 Plan ID: Plan ID: Plan ID: 1722.1 0 .730 2 359.0 0.540 2359.0 1273.9 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) *For CMU walls, indicate core insulation material. Totals' 82121.7 12077.0 Totals 82121.7 13038.5 2004 Washington State Nonresidential Energy Code Compliance Forms To comply: 2004 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zonel ENV -UA 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Revised May 2005 OG= OG= SHGC VG= 8645.0 ID:Storefront Windows & Doors E A4.0 /E ID: ID: ID: ID: ID: 0.370 45876.7 0.450 24988.0 I Glazing List components by assembly ID & page # Proposed SHGC SHGC" x Area (A) = SHGC x A SHGC Target SHGC x Area (A) = SHGC x A 6wzen ID:Storefront Windows & Doors E A4.0 /E ID: ID: ID: ID: ID: 0.370 8645.0 3198.7 0.450 8645.0 3890.3 Glazing % 0 -30% >30 -45% Electric Resist. Other Heating 0.4 0.45 not allowed 0.4 *Note: Manufacturers SC may be used in lieu of SHGC. Totals' 8645.0 3198.7 Totals' 8645.0 3890.3 Climate Zone 1 ENV -SHGC 2004 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area I 33886.0 I X 45.0% I= 1 100 I= 1 15248.7 15248.7 I Roofs over Attics Other Roofs Walls' 2004 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics a lesser 15248.7 Proposed Opaque Area 45876.7 I 24988.0 I Max OG Remaining = I 15248.7 I Target OG Area In Other Roofs Maximum Target Glazing Area CC lesser 15248.7 Proposed OG Area Target OG Area -� — ± Target VG Area 8645.0 Target Opaque Area 45876:7 Target Opaque Area Proposed Opaque Area Proposed VG Area Target VG Area + I 8645.0 I — I 8645.0 I = Note: If there 1s more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. 24988.0 I Revised May 2005 Note: OG • overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Target values In shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used In the applicable Target SHGC calculations above. Building 2004 Washington State Permit Plans Checklist ENV -CHK Nonresidential Energy Code Compliance Forms Revised May 2005 Project Address Building S, South Canter Square (Date 7/17/2007 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability I (yes, no, n.a.) Code I Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If "Other', indicate on plans that electric resistance heat Is not allowed 1310.2 Semi - heated spaces Semi - heated spaces identified on plans H allowed 1311 Insulation 1311.1 Insul. Installation Indicate densities and clearances 1311.2 . Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall Insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls If masonry option Is used F73; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab-on-grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab Insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (Including both vertical vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate If values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof /ceiling vap.ret Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing/door sealing Indicate weatherstripping 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary If "no" Is shown for any question, provide explanation: 2004 Washington State Nonresidential Energy Code Compliance Form 2004 Washin!ton State Nonresidential Suer! Code Com•liance Form • Building Permit Plans Checklist ENV -CHK 2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: AN insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose - fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of Gear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shaft be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shaft be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insiiation shall be face stapled Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wal shall extend downward from the top of the slab a minimum distance of twenty-four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostline, whichever is greater. Above grade insulation shall be protected Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty-six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soli gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production ine units or representative cf units as purchased by the consuner or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gan Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, icensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall betaken from Chapter 27 of Standard RS-27 or from the manufacturer's test data 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R-value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /celing assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: Aground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum atthejoints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Fxderior joints around windows and door frames, openings between walls and foundation, between walls and roof and wal panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. 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 2 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 2 2. Water closet, tank or valve, >1.6 GPF 8 4 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 1''1250 So keeil er (At kw, $>~� ■12 (Ices Property Street Address U City Owner's N dme i f ° G es L LC - S S Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ( `t25 > qSa 9��L} Owner's Phone Number (with Area Code) ( 5o1 ) 953 -243) Property Contact Phone Number (with Area Code) Owner's Mailing Address l8tl 13V41 4'L SE (3cl e LOP% 5goo1, A. Fixture Units 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 wA ' lgg State ZIP Total F'xture Units RCE A B RCE Signature of Owner /Representative . .010, ' > Date Print Name of Owner /Representative CJ i 1058 (Rev. 11/05) White —Xing County sial3w — Local Sewer Agency Pink — Sewer Customer King County Department of Natural Resources and Parks For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # 26 230i- 9ost J ^ att Party to be Billed (if different from owner) City or Sewer District Ti: \R Date of Connection Side Sewer Permit # Demolition of pre- existing building? Yes ❑ No Type of building demolished 2 c..04r ? ,,,,,P 1..kks 5 Sewer disconnect date 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 RCE C. Total Residential Customer Equivalent !Ty ' RECEIVED (add A & B) JUL 2.4 7007 INCOMPLETE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities sta� ject to a lapacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or r te( t cobLUrrler yulvnlerit for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. 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 understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. July 19, 2007 Eric Koch Partners Architectural 2150 N 107 St, Ste 501 Seattle WA 98133 RE: Letter of Incomplete Application # 1 Development Permit Application D07 -264 Dress Barn — 17250 Southcenter Py Dear Mr. Koch, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 17, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Public Works Department: Dave McPherson, at 206 431 -2448, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Enclosures File: D07 -264 City of Tukwila Department of Communiiy Development Steve Lancaster, Director P:\Permit Center\Incomplete Letters\2007\D07 -264 Incomplete Ltr #1.DOC jem 1. Provide King County Non - Residential Sewer Use Certificate. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -264 DATE: 07 -24 -07 PROJECT NAME: DRESS BARN SITE ADDRESS: 17250 SOUTHCENTER PY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: �� Building D iv sion iz Fire Prev Public Works Structural 9 mt. 1-2Y DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑t Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP N M 1& 141 Planni g D44 ision Permit Coordinator n DUE DATE: 07-26-07 Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-23-07 Approved ❑ Approved with Conditions ►l 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: GOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -264 DATE: 07 -17 -07 PROJECT NAME: DRESS BARN SITE ADDRESS: 17250 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTME TS: Buil i Division ill y " Fire Prevention Public ork� �] -14 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 8-11 L4,DI Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PWX Staff Initials: APPROVALS OR CORRECTIONS: Planning Division DUE DATE: 07 -19 -07 Not Applicable LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -16 -07 Itt Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 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: fittp://www.el tukwila.wa Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc." • Date: 9/29 f d 3 Plan Check/Permit Number: 'co c — 2 69 • Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sc' k Scoksice Project Address: 2c ,c7 S C ' ' ar ko n Contact Person: Lesl1,A q Li 1 Phone Number: Summary of Revision: li Nr1„e Forts ''Fvr '`� r PM p .For "tress Steven M Mullet, Mayor Steve Lancaster, Director y es s . (4 Ce cklc ∎c.s1. bn RECEIVED !ITV roc Tr Kw . 'JUL 24 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1sppLicationsltorms- applications on unc revision submittal Grated: 5-13-2004 Revised: License Information License WIGPRPL945N3 Licensee Name WIG PROPERTIES LLC -SS Licensee Type CONSTRUCTION CONTRACTOR UBI 602392950 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 4811 134TH PL SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 4256412044 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/23/2006 Expiration Date 8/23/2008 Suspend Date Separation Date Parent Company Previous License SEATADC016JH Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WIG, MANMOHAN K PARTNER/MEMBER 08/23/2006 Bond Amount WIG, PRISCILLA P PARTNER/MEMBER 08/23/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date TRAVELERS Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WIGPRPL945N3 08/01/2007 ALL SUS-CONTRACTORS MUST SE WORKING FROM A FULL SET OF DOCUMENTS. ALL SUS-CONTRACTORS TO VERIFY* ALL DIMENSIONS FOR THEIR SCOPE OF WORK IN EVENTS OF CONFLICTS OR c.HArstes BETWEEN DETAILS OR !BETWEEN PLANS AND SPECIFICATIONS, NOTIFY THE ARCI-IITECT IMMEDIATELY. NO MATERIALS OR PRODUCTS CONTAINING ASBESTOS ARE TO 15E UTILIZED N THIS PROJECT. NO PRODUCTS ARE TO SE ',rump IN TI416 WORK THAT WILL REQUIRE SPECIAL INSPECTIONS OF HAZARDOUS MATERIALS SHOULD THEY BE REMOVED. ALL CONSTRUCTION SHALL CONFOIRM TO 1 2003 EDITION OF THE INTERNATIONAL 13UILDNG CODE. ALL CONSTRUCTION SHALL SE DONE IN ACCORDANCE WITH THESE PLANS 4 PROJECT SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN TI-1E EVENT OF COWLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS 4 SPECIFICATIONS, NOTIFY THE ARCHITECT IMMEDIATELY. FINISH FLOOR REF. DATUM EQUALS (100 REFER TO TOPOGRAPHIC SURVEY FOR ACTUAL SITE ELEVATION. ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF FRAMING OR COLUMN CENTER LINES U.N.O. ALL WOOD IN CONTACT LUITI-I CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD PRESSURE TREATED WOOD OF ANY SPECIES OR FOUNDATION GRADE CEDAR OR REDWOOD. ALL MARKED SY AN APPROVED TESTING AGENCY. ALL woo FORMS USED FOR CONCRETE, IN THE GROUND OR BETWEEN FOUNDATION SILLS 4 THE GROUND SHALL SE REMOVED. PROVIDE HORIZONTAL FIRESLOCKING IN ALL. FRAME WALLS AT 10'-dE O.C. 4 WI-ERE FRAME WALLS PENETRATE CEILING. FIRESLOCK IN ACCORDANCE WITH I.B.C. SEC. 1082.2. DR.AFTSTOPPING N FLOORS IS NOT REQUIRED N SUILDINGS Es:m.111=nm THROUGI4OUT WITH SPRINKLER SYSTEMS IN ACCORDANCE WITH SECTION E03.3.I. (IC 11133) DRAFTSTOPPING IN ATTICS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION E033.I. (NBC 11143) PROVIDE A FLOOR OR LANDING NOT GREATER TI-IAN 15ELOW THRESHOLD AT ALL DOOR.UAYS. PROVIDE !BLDG. ADDRESS PER OWNERS !BUILDING STANDARDS. EGRESS DOORS SHALL IESE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOUJLEDGE OR EFFORT. 115C 1005.1.8.1 HARDWARE. DOOR HANDLES, ULLS LATCI-IES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SY CHAPTER 11 SHALL NOT REQUIRED RIGHT GRASPING, TIGHT PINCI-ING OR TWISTING OF THE WRIST TO OPERATE. 1008.1.83 LOCKS MD LATCHES. LOCKS AND LATCHES SHALL BE PERMITTED TO PREVENT OPERATION OF DOORS WHERE ANY OF THE FOLLOUJNG EXISTS: 2. IN BUILDINGS IN OCCUPANCY GROUPS M, THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: 2.1 THE LOCKING DEVICE IS READILY DISTINGUISI-IABLE A5 LOCKED, 22 A READILY VISIBLE DURABLE IN IS POSTED ON NE EGRESS SIDE OR ADJACENT TO THE DOOR STATING: T1-115 DOOR TO REMAIN UNLOCKED WHEN SUILDNG IS OCCUPIED. THE SIGN SHALL SE IN LETTERS 1 INCH HIGH ON A CONTRASTING !BACKGROUND. ALL ROOMS OR AREAS I4AVING AN OCCUPANT LOAD OF 50 (1,500 SF OF RETAIL SPACE) OR MORE SI4ALL 14AVE AT LEAST 2 EXITS TO THE EXTERIOR OR TO AN EXIT CORRIDOR ( ONE-1401.4R CONSTRUCTION). ( MC. 1014.1 ) EXITS SHALL WAVE A MIN. SEPARATION OF ONE HALF THE MAX. OVERALL DIAGONAL OF THE BUILDING OR AREA SERVED, MEASURED IN A STRAIGHT LNE BETWEEN EXITS. ( IBC. SECTION 10142.1 ) EXCEPTION 2 - WHERE A BUILDING IS EQUIPPED THROUGHOUT WIT44 AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION S033.1 OR S033.12, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT SE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. EXPOSED NSULATION MATERIALS INCLUDING FACINGS ANP VAPOR SARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DENSITY NOT TO EXCEED 450, OR SHALL SE N SUBSTANTIAL CONTACT WITH THE WALL. OR CEILING SURFACE FINISH. (1.5.C. SECTION 803) ELECTRIC RESISTANCE HEAT IS NOT ALLOWED UNLESS THE WASHINGTON STATE NON-RESIDENTIAL ENERGY woe COMPLIANCE FORM IS REVISED. LIMIT AIR LEAKAGE PER W.SE.C. SECT. 1314. WI IEN THE FLOOR AREA OF 'GROUP 5 OR GROUP M' OCCUPANCIES EXCEED 1500 SP., TWO BARRIER FREE RESTROOMS WILL BE Redzurser). 2902.3.1 EXC. 2 WASI-111s4GTON STATE AMENDMENTS WHEN THE OCCUPANT LOAD EXCEEDS 50 THE DOORS MUST SWING IN THE DIRECTION OF EXIT TRAVEL. ISC 1008.12 DEAD END CORRIDOR IBC SECTION 1016.3 EXCEPTION 2: IN OCCUPANCIES IN GROUPS B AND F WHERE THE BUILDING IS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM N ACCORDANCE WITH SECTION 30331.1, THE LENGTH OF DEAD END CORRIDOR SHALL NOT EXCEED so FEET (15240 MM) UT oEFIcE 101 142 9 S50 SQPT. 7250 S CE U E3IIILDING SECTION SECTION IDENTIFICATION LOCATED ON SWEET.. itiAi 1 -r vir-10- 1...0 1 1‘...01 SECTION IDENTIFICATION LOCATED ON SHEET.. DETAIL DETAIL IDENTIFICATION LOCATED OW SWEET INTERIOR ELEVATION ELEVATION lostiTIFICATION LOCATED ON 51-EET RQOM SYMEsoL ROOM NAME ROOM NUMSER ROOM MATERIAL CODES let No FLOO/ASE 2rEi No WALLSAUAINSC.OT 3rol No CEILING CEILING HEIGHT SQUARE FOOTAGE GRID MARKERS LETTERS IN ONE DIRECTION NUMBERS IN THE OTHER DOOR SyM1501_ DOOR NUMBER DOOR TYPE WALL 51111501- WALL IDENTIFICATION WINDOW SYM5oL WINDOW IDENTIFICATION MATo-I LINE liE) PORTION IS THE SIDE CONS iPERED L i I UTHCIENER fIK Y. AIMIWRIWIMM ■WP 9PMEReliP morepery- LINE [ CL NORTH ARROW ELEVATION MARKER FINISH GRADE ELEVATION TOP OF CURB TOP OF PAVEMENT CENTER LINE NEW CONTOUR EXISTING CONTOUR REvISIoN CLOUD IDENTIFYING NUMBER GRAY LINES REPRESENT EXISTING TO REMAIN BLACK LINES REIE'RESENT NEW CONSTRUCTION DASHED LINES INDICATE EXISTING TO SE REMOVED PARKW AS BD. !BLDG. MILK. IBLKG. IBM. SOT. CAS. CEM CI-L CJ. CLG. CUR. CD. COL CONC. co CONSTR. CONT. C.T. CTR. CTSK DEPT. PET. DR P.S. DLIA. E. EA. E.I.F.S. E.J. EL ELEC. ELEV. ENCL. E.P. ■■■ DOUBLE DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DRAWING AND L ANGLE AT CENTERL INE ( 1 ) DIAMETER OR ROUND L PERPENDICULAR POUND OR NUMBER A.B. ANCHOR BOLT ACOUS. ACOUSTICAL A.F.F. ABOVE FINISH FLR. AGGR. AGGREGATE Awn ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASP14. ASPHALT !BOARD BUILDING BLOCK !BLOCKING BEAM BOTTOM BUILT UP ROOF CABINET CATCH BASIN CEMENT CHANNEL CONTROL JOINT CE IL ING CLEAR CLEAN OUT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CERAMIC TILE CENTER COUNTER SUNK EAST EACH EXTERIOR INSULATION FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENCLOSURE ELECTRICAL PANEL NNW mM SUEE EQ. EQUIP. EXIST. EXPO. EXT. F.O.I.C. P.p. F.E. F.14. FIN. FLASH. FLR. FLUOR. FOUND. FRIG. FT. FTG. FURR. GA. GALV. G.C. GL. GNP. GR. GP. GYP. HPCP. 1-ID. I4.S. H.C. 1-411. HORIZ 1-IR- HT. INST. INSUL. NT. LAM. LB. LOC. MATL. MAX. MFR. MECH. NIL MISC. MTL. N. N.I.C. NO. N.TS. EQUAL EQUIPMENT EXISTING EXPOSED EXTERIOR FURNISHED BY OWNER INSTALLED BY CONT'R. FLOOR DRAIN FIRE EXTING- UISHER FIRE HYDRANT FINISH FLASHING FLOOR FLUORESCENT FOUNDATION FRAMING FOOT OR FEET FOOTING FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GROUP GYPSUM WALL BOARD GYPSUM HARDWARE HANDICAP HARDWOOD HOSE 51155 HOLLOW CORE HOLLOUJ METAL HORIZONTAL HOUR HEIGHT INSTALLATION INSULATION INTERIOR LAMINATED POUND LOCATION MATERIAL MAXIMUM MANUFACTURER MANHOLE MECHANICAL MINIMUM MISCELLANEOUS MOUNTED METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE 12 O.C. 0/ Orr. 9 ON CENTER OVER OPPOSITE GEN 1 --_J ES C NSU N'S OtINER: WIG PROPERTIES LL.C. -SS 4S11-134T1-1 PLACE SE MELLEVUE, WA E3006 P14: (425)141-8540 FAX: (425)965-864S E-MAIL: MONWIG.COMCASTNET CONTACT: MON WIG ARCHITECT / PLANNER: PAR'TNERS ARCHITECTURAL DESIGN GROUP 2150 NORTH 101TH St. SUITE 50)1 SEATILE, WASHINGTON E9133 PH: (206) 361-1358 MX: (206) 361-1461 E-MAIL: ERIC*P'ADGI.COM CONTACT: ERIC KOCH MEP: HENDERSON ENGINEERS INC. 8325 LENEXA DRIVE, SUITE 400 LENEXA, K5 66214 P14; (S13) 142-5358 FAX: (E13)142-5001 ROBERT.HARRI5•HEI-ENG.r...0M CONTACT: ROBERT HARRIS SYM C N 179u1, A •• • 1 Dr , • • • , i000,Nxootteo 5 TE SEPARATE 7 .- .M1T AND T.OVAL REV NS 1_- N EX 5.6 PAR,4 r• 2447, ARCH I TECTURAL A-0.1 COVER SHEET 4 A-1.1 A-2.1 A-22 A-3.1 A-32 A-5.1 { ELECTRICAL DRESS SARN COVER REFERENCE SITE PLAN FLOOR PLAN / DETAILS ENLARGED FLOOR PLAN / SECTIONS REFLECTED CEILING PLAN REFLECTED CEILING PLAN DETAILS ELEVATIONS / SECTIONS ::11-12 P PLA DETAILS E-2.1 PANEL SCHEDULE AND RISER LIGHTING PLAN R N E...3.1 LIGHTING CONTACTOR SCHEDULE (MECHANICAL M-1.1 MECHANICAL PLAN AND SCHEDULES FLUME?) ING P-1.1 PLUMBING PLAN AND SCHEDULES TA PL. PLATE PLYWD. PLYWOOD PP. POWER POLE PLAN PLASTIC LAMINATE RADIUS OR RISER RP. ROOF DRAIN C. RECOMMENDED REF. REPERENc REINF. REINFORCED REQUIRED ROOM S. SOUTH S.C. SOLID CORE SCHED. SCHEDULE SI-IT. SHEET e-rr'. SHEATHING SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE STD. STANDARD STL. STEEL STOR. STORAGE STRUC. STRUCTURAL SUSP. SUSPENDED 9.4 V. STAN AND VARNISH SVC. SERVICE Sri. SYMMETRICAL S,1.1 SIDEWALK. TREAD T.C. TOP OF CURB TEL TELEPHONE T.4 G. TONGUE AND GROOVE TI-11‹ THICK T.O.P. TOP OP PLATE T.P. TOP OF PAVEMENT T.W. TOP OF WALL Typ. TYPICAL UNIFOR1 IE3ULDING CODE UNF. UNFINISHED LLON. UNLESS OTHERWISE NOTED VERT. VERTICAL w. WEST W/ WITH WD. WOOD wow. WINDOW W/0 WITHOUT W.P. WATERPROOF WATER RESISTANT WSCT. WAINSCOT WT. WEIGHT LOCATION: ZONING: OCCUPANCY: BY NUMBER OP STORIES: SEPARATE PERMIT REQUIRED FOR: City of Tukwila BUILDING DIVISION Date: TENANT SQUARE FOOTAGE: SUITE 112 AGCESSOR.S PARCEL NUMBERS FILE COPY Permit No. 1;1 Ran review approval is subject to errors and omission. Approval of conci documents does not authorize the violation cf code or ordinanCe. RecelPt • of approv c cond:tiorts is 0.4 °Wedged: PARCEL CI •DESCRIF110112 My of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: ReViSiOilS will require a new plan sahmktai and may include taldNional plan review fees. J 11250 OUT1-4CENTER PARKWAY, TUKWILA, WASHINGTON TUKWILA UMBAN CENTER (TUC) M, (MERCANTILE) (SEE FUTURE T.I. PLANS FOR FINAL OCCUP'ANCY) NO OCCUPANCY REQUESTED UNDER THIS SUBMITTAL CONSTRUCTION TYPE: TYPE V-45, FULLY SPRINKLERED !BUILDING SQUARE PooTAGE: sutu:DING 1 5 1 46,141 SP. DESCRIPTION OF WORK,: CONSTRUCT TENANT IMPROVEMENT LAYOUT AS PER LANDLORDS PORTION OF LEASE AGREEMENT. FINAL PIXTURING EBY TENANT LINE R A SEPARATE PERMIT. 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F u Hu CERTIFICATE OF OCCUPANCY . 1 X PROFESSIONAL CLEANING NA X LLC DB I 111991 i DB DRAWN: EEK CHECK: EEK JOB NO: P3(p -0S5.0 ANY WORK DENOTED AS BY DRESS BARN OR BY TENANT" SHALL BE FILED UNDER SEPARATE PERMIT BY TENANT AND SHALL BE COMPLETED (WITH REQUIRED INSPECTIONS) SUBSEQUENT TO LANDLORDS CONTRACTOR COMPLETING THIS PERMIT WORK. g z NA X * . a az 3S LLC i 1 DB S - Jg DBC * 3,1 LLC i DB s i v DBC GENERAL REQUIREMENTS DEMOUTION PERMITS. FEES, INSURANCE X TRASH REMOVAL _ X CERTIFICATE OF OCCUPANCY X PROFESSIONAL CLEANING NA X LLC DB X DBC LLC DB DBC STOREFRONT STOREFRONT BARRICADE STOREFRONT GLASS GLAZING & FRAME X X STOREFRONT GRILLE X STOREFRONT FASCIA NA X LLC DB X DBC LLC DB DBC X CONCRETE / STEEL CONCRETE SLAB CONCRETE SEALER X MISC. STEEL NA LLC X DB DBC LLC X DB DBC MECHANICAL SPRINKLER SYSTEM SPRINKLER MODIFICATIONS X X FIRE DAMPERS X X SMOKE DUCT DETECTORS X X FIRE EXTINGUISHER & TAGS /SIGNS )( X GAS SERVICE TO PREMISES X X GAS METER x x HVAC UNITS: SIZED AT 1 TON /300 S.F. X r ELECTRIC DUCT HEATER (AS ALLOWED BY CODE) X J X HVAC DUCTWORK X X DIFFUSERS X X HVAC PADS / CURBS x X HVAC CIRCUITS X X THERMOSTATS AND CONTROL WIRE X X THERMOSTAT RELOCATION X X AIR BALANCE REPORT NA X LLC X X DB DBC LLC X DB DBC PLUMBING / TOILET ROOM WATER SERVICE TO PREMISES UNDER SLAB ROUGH-IN x X TOILET ROOM FIXTURES X X TOILET ROOM ACCESSORIES X X WATER FOUNTAIN X X SERVICE SINK X X ELECTRIC HOT WATER HEATER X X WATER METER x X COLD & HOT WATER SUPPLY UNES x X TOILET ROOM FAN & UGHT X X TOILET ROOM PARTITIONS x X TOILET ROOM CEILING X X TOILET ROOM V.C.T. TILE & BASE X X CALL FOR AID BELL X NA LLC X DB DBC LLC X DB DBC CARPENTRY DEMISING WALL STOCK ROOM WALL WITH OPENING X X INTERIOR PARTITIONS X X X X WALL STANDARDS X X STOCK ROOM SHELVING X X MILLWORK (FIT ROOM /CASHWRAP /SALES AREA) NA LLC x DB DBC LLC X : DB DBC DOORS STOREFRONT ENTRANCE DOORS REAR DOOR WITH HARDWARE STOCK ROOM DOOR WITH HARDWARE FITTING ROOM DOORS, FRAME & HARDWARE TOILET ROOM DOORS WITH HARDWARE NA LLC DB DBC x LLC I DB DBC x FINISHES PAINTING CARPET X X CERAMIC TILE FLOORING X X ENTRANCE MAT x X V.C.T. FLOOR TILE AND BASE (STOCK ROOM) X X VINYL BASE (SALES & FITTING ROOM AREA) X X MIRRORS X X ACOUSTICAL CEIUNG ELECTRICAL NA X LLC X x DB DBC LLC X DB DBC ELECTRICAL SERVICE TO PREMISES ELECTRICAL METER X X ELECTRICAL DISTRIBUTION PANELS X X UGHTSTAT AUTO LIGHTING CONTROL SYSTEM X X DISCONNECTS x X 2 X 4 LAY -IN FLUORESCENT FIXTURES X X F032/730 LAMP x X 2 X 2 LAY -IN FLUORESCENT FIXTURES X X F017/730 LAMP X X NIGHT UGHT FIXTURES X X STRIP FLUORESCENT FIXTURES X X EXIT SIGNS PER CODE X X ADDITIONAL EXIT SIGNS X ( X EMERGENCY BATTERY FIXTURES PER CODE X 1 X ADDITIONAL EMERGENCY BATTERY FIXTURES X X TRACK RIGHTING X X 60W G.E. CAPSYLITE HALOGEN LAMPS X X DEDICATED OUTLETS X X WALL OUTLETS X X X X UGHT SENSORS X X TIMER FOR E -1 & 13-1 FIXTURES CIRCUITS X X SPEAKERS, TRANSFORMERS & WIRING X X CONTACTORS x X LIGHT SWITCHES X X DOOR BELL & BUZZER NA X LLC DB DBC X X LLC DB DBC X SIGNAGE EXTERIOR SIGNS EXTERIOR SIGN CIRCUITS X X EXTERIOR SIGN TIMER X X INTERIOR GRAPHIC PACKAGE X X STOREFRONT DECAL PACKAGE X X PATCH, REPAIR & PAINT FASCIA X FINAL CONNECTION TO SIGNS X X Tenant Improvement Drawings • SOPE OF WORK FURNISHED INSTALLED BUILDING CODE: 2003 IBC PLUMBING CODE: 2003 UPC MECHANICAL CODE: 2003IMC ELECTRICAL CODE: 2005 NEC ACCESSIBILITY CODE: ADAAG FIRE/ LIFE SAFETY CODE: 2003 IFC CONSTRUCTION CLASSIFICATION: IV SPRINKLERED BUILDING USE GROUP: M (MERCANTILE) OCCUPANT LOAD: # PEOPLE (630 S.F. STOCKROOM = 2 P 6,049 S.F. SALES AREA = 201 P) GENERAL NOTES 1. ALL TRADE AND SUBTRADES SHALL BE REGISTERED WITH THE CITY, COUNTY, STATE AND AUTHORITIES AS REQUIRED. 2. ALL TRADES SHALL CONFORM WITH ALL APPLICABLE FEDERAL, STATE, MUNICIPAL, PROJECT MALL DEVELOPER AND /OR BUILDING OWNER, AND O.S.H.A. CODES, RULES AND REGULATIONS. 3. SPECIAL ATTENTION SHOULD BE GIVEN TO THE DIMENSIONS INDICATED AS "HOLD" DIMENSIONS. 4. REMOVE ALL DEBRIS DAILY TO DESIGNATED AREA. 5. PROVIDE TEMPORARY BRACING, SHORING AND SUPPORTS AS REQUIRED FOR EXISTING STRUCTURAL SYSTEMS TO PREVENT DAMAGE DURING CONSTRUCTION. 6. NOTE: IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO LAYOUT THE PROPER LIGHTING CONTACTOR QUANTITY WITH THE AMOUNT OF LIGHTING INDICATED PER JOB. 7. THE PROJECT LANDLORD'S ROOFING CONTRACTORS WILL, AT SUBTRADES' WRITTEN REQUEST AND COSTS, PROVIDE OPENINGS, ANCHORING DEVICES, CURBS, FLASHING, PATCHES, ETC. AS REQUIRED FOR EQUIPMENT. ALL SUBTRADES TO INCLUDE THE COST OF ALL SUCH WORK IN THEIR PROPOSALS. 8. PAINT CONTRACTOR SHALL STENCIL PAINT ALL ROOF UNITS, FANS, SWITCHES, ETC. WITH NAME AND NUMBER OF TENANT STORE AS SOON AS IT IS INSTALLED IN A MANNER AND COLOR APPROVED BY THE LANDLORD AND /OR DRESS BARN. 9. BUILDING DOORS ARE NOT TO BE PROPPED OPEN BY CONSTRUCTION MEN AT ANY TIME. 10. THERE WILL BE NO STORAGE OF MATERIALS OR RUBBISH IN CORRIDORS OR OTHER TENANT AREAS AT ANY TIME. IF DEBRIS IS FOUND IN THESE AREAS, IT WILL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR RESPONSIBLE. 11. ALL SUBTRADES SHALL VERIFY REMOVAL OF DEBRIS AND GARBAGE GENERATED BY THEIR WORK TO RECEPTACLE PROVIDED BY THE TENANT G.C. LOCATION TO BE DESIGNATED BY LANDLORD. 12. ALL SUBTRADES SHALL REMOVE EXCESS MATERIALS AFTER WORK IS COMPLETED AND FLOOR TO BE BROOM CLEANED. 13. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND OF FIRST CLASS QUALITY UNLESS OTHERWISE INDICATED. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE OF THE OPENING OF THE STORE. 14. MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITH SEALS AND LABELS INTACT AND LEGIBLE, SHOULD A CONFLICT OR DISCREPANCY EXIST BETWEEN MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND THOSE ON THE DRAWINGS, THE TENANT G.C. SHALL CONTACT DRESS BARN PRIOR TO FURTHER WORK IN THE AREA OF QUESTION. 15. THE TERMS EQUAL OR APPROVED EQUAL SHALL REQUIRE REQUESTS FOR SUBSTITUTIONS FOR PRODUCTS OR MANUFACTURERS NOT SPECIFIED. REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED WITHIN THREE (3) CALENDAR DAYS PRIOR TO DATE OF BID SUBMISSION. APPROVED SUBSTITUTIONS SHALL BE LISTED IN AN ADDENDUM TO THE CONTRACT. NOTES ANY WORK DENOTED AS "TENANT" SHALL BE FILED UNDER SEPARATE PERMIT BY LANDLORD AND SHALL BE COMPLETED (WITH REQUIRED INSPECTIONS) PRIOR TO DRESS BARN'S CONTRACTOR COMMENCING WORK. SIGNAGE: THE SIGNAGE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE SIGNAGE PERMIT AND SHALL NOT FABRICATE SIGNAGE UNTIL SHOP DRAWINGS ARE APPROVED BY BOTH DRESS BARN AND THE LANDLORD AS WELL AS ALL LOCAL MUNICIPAL AUTHORITIES. CONTRACTOR TO PROVIDE H.V.A.C. AS FOLLOWS ; 100% NEW H.V.A.C. UNITS FOR 100% OF LEASED SPACE WITH CONTROLS, NIGHT SET BACK THERMOSTATS (LIGHTSTAT MODEL #TME -AVU), AND ECONOMIZERS. DUCTING MUST BE INSULATED AND UNIT(S) MUST HAVE A DIRECT DUCT RETURN SYSTEM. 100X OF PREMISES TO BE DUCTED TO ACCOMMODATE TENANT'S ARCHITECTURAL LAYOUT. MINIMUM REQUIREMENTS OF 1 TON OF AIR CONDITIONING FOR EVERY 300 SQUARE FEET AND A MINIMUM TEMPERATURE OF 70 DEGREES TO BE MAINTAINED THROUGHOUT THE ENTIRE PREMISES DURING THE HEATING SEASON WHEN THERE IS 0 DEGREES F OUTSIDE WITH 15 MPH WIND. NO ONE DIFFUSER TO BE SUPPLYING MORE THAN 500 CFM. CONTRACTOR WILL PROVIDE DUCT HEATERS (ONLY IF ALLOWED BY WASHINGTON STATE ENERGY CODE) WITH INDIVIDUAL T STAT FOR STOCK ROOM AND REAR AREA FITTING ROOMS. CONTRACTOR WILL PROVIDE BALANCING REPORT TO DRESS BARN AT TIME OF POSSESSION. CONTRACTOR SHALL REFER TO LEASE EXHIBIT "DRESS BARN WHITE BOX SPECS "' FOR DETAILED DESCRIPTION OF MECHANICAL REQUIREMENTS WHICH INCLUDE HVAC, ELECTRICAL, PLUMBING AND FIRE PROTECTION. H.V.A.C. SYSTEM ON SEPARATE PERMIT. SPRINKLER SYSTEM ON SEPARATE PERMIT. PLUMBING BY ON SEPARATE PERMIT. FIRE ALARM SYSTEM ON SEPARATE PERMIT. 16. ALL DIMENSIONAL LUMBER, PLYWOOD, PARTICLE BOARD, ETC. USED IN CONSTRUCTION SHALL BE PRESSURE TREATED, U.L. CERTIFIED, NON- COMBUSTIBLE. ALL LUMBER IN CONTACT WITH CONCRETE, MASONRY OR EARTH SHALL BE TREATED WITH PRESERVATIVE. 17. CARPENTRY CONTRACTOR TO PROVIDE WOOD BLOCKING, FURRING, SUPPORTS, ANCHORS, ETC. AS REQUIRED FOR FIXTURES, STANDARDS, ELECTRICAL, PLUMBING, ETC. AND PROVIDE CUTTING AND PATCHING REQUIRED FOR WORK OF OTHER AREAS. 18. WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP OR SUBSTANTIALLY ENCLOSED IN SUCH A MANNER SUCH THAT UPON COMPLETION THE ENTIRE WORK WILL BE DELIVERED IN PROPER UNBLEMISHED CONDITION. 19. FINISHED CARPENTRY WORK SHALL BE ERECTED PLUMB AND SQUARE COPED AT INSIDE CORNERS, MITERED AT OUTSIDE CORNERS IN ACCORDANCE WITH THE DRAWINGS. ALL SURFACES TO BE SANDED SMOOTH AND EVEN. DRILL ALL HARDWOOD NAIL HOLES TO PREVENT SPLITTING. BLIND NAIL WHERE POSSIBLE AND ALL SURFACE NAILS TO SET. FLAT TRIM TO BE BACKED OUT TO PREVENT WARPING. NAIL HOLES, CRACKS AND OTHER DEFECTS TO BE TREATED TO RENDER THEM UNNOTICEABLE. 20. ALL DOORS AND DOOR HARDWARE PROVIDED AND INSTALLED BY THE CARPENTRY CONTRACTOR. SEE DOOR SCHEDULE FOR EXCEPTIONS. COMMERCIAL GRADE FINISH HARDWARE, LABELED WHERE REQUIRED, SHALL BE USED THROUGHOUT. 21. SOLID CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL WOODWORK MANUFACTURER'S ASSOCIATION INDUSTRY STANDARD. DOOR HARDWARE SHALL BE RUSSWIN, SCHLAGE, YALE OR CORBIN. FINISH TO BE U5260 OR US32D. ROLL -UP GRILLE (WHEN REQUIRED) TO BE FURNISHED AND INSTALLED BY THE GRILLE CONTRACTOR. 22. METAL STUD SYSTEM TO BE CONSTRUCTED AS FOLLOWS: FOR PARTITIONS UP TO AND INCLUDING 15' --6" IN HEIGHT, 3-5/8" 25 GAUGE STUDS AT 16" ON CENTER. FOR PARTITIONS ABOVE 15' -6" IN HEIGHT 6" 20 GAUGE STUDS AT 16" O.C. ALL PARTITIONS ADJACENT TO OTHER LEASE OR COMMON AREAS TO HAVE 5/8" FIRE CODE GYPSUM BOARD ON ONE SIDE, FIRE TAPED AND SPACKLED ALL JOINTS. 23. GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL CORNER BEADS, TRIM ACCESSORIES AND MOLDINGS, ETC. AS REQUIRED FOR COMPLETION, TAPED AND SANDED READY FOR PAINT BY DRYWALL CONTRACTOR. REPAIR AND PATCH EXISTING WALLS AS REQUIRED TO ACCEPT NEW FINISHES. 24. SPRINKLERS: WORK AND APPARATUS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH LATEST NATIONAL FIRE PROTECTION ASSOCIATION STANDARD NO. 13. IN FINISHED ROOMS, ALL SPRINKLER SYSTEM PIPING SHALL BE CONCEALED. PROTECTION AREA PER SPRINKLER SHALL NOT EXCEED ONE HUNDRED-THIRTY (130) SQUARE FEET IN SALES ROOM AND ONE- HUNDRED (100) SQUARE FEET IN SERVICE ROOM. SPRINKLER HEADS SHALL BE UL AND RM APPROVED. HIGH SENSITIVITY GLOW BULB TYPE, CHROME PLATED, AND NOTED 165 DEGREES TEMPERATURE RATING. SPRINKLER HEADS LOCATED IN SHOW WINDOW SHALL BE RECESSED TYPE. ALL OTHER SPRINKLER HEADS LOCATED IN SALES ROOM SHALL BE SEMI - RECESSED TYPE. UPON COMPLETION OF INSTALLATION, THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT A WRITTEN CERTIFICATE TO THE OWNER FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 25. WATERPROOF FLOORS (EMPLOYEE TOILET ROOM) WHEN REQUIRED: ALTERNATE #1-3-1/2" OF SMOOTH FINISH CONCRETE. ALTERNATE #-1" OF MAGNESITE OR OTHER ACCEPTABLE SUBSTITUTE LAID OVER HEAVY WIRE SCREENING. SCREEN AND FLOOR COVERING TO BE CARRIED UP WALL 6 ". ALTERNATE #3 - ALIQUID VINYL - ACRYLIC COPOLYMER WATERPROOFING AGENT. 26. TOILET ROOMS SHALL CONFORM TO ALL ACCESSIBILITY REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A) 8) C) D) E) F) G) H) 1) J) K) L) WATER CLOSET SEAT HEIGHT - 17" TO 19" A.F.F. CENTER LINE OF WATER CLOSET - 18" FROM SIDE WALL GRAB BAR BEHIND WATER CLOSET - 36" LENGTH, 33 -36" A.F.F. GRAB BAR DIAMETER -- 1-1/4" TO 1-1/2" SPACE BETWEEN WALL AND GRAB BAR - 1-1/2" TOILET PAPER DISPENSER - 36" MAX. FROM REAR WALL, 19" MIN. A.F.F. KNEE CLEARANCE AT LAVATORY - APRON 29" MIN. HT,, 8" MIN. DEPTH LAVATORY DEPTH - 17" MIN. LAVATORY HOT WATER & DRAIN PIPES INSULATED WHERE EXPOSED. LAVATORY RIM SURFACE - 34" MAX. A.F.F. MIRROR BOTTOM EDGE - 40" MAX. A.F.F. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE MOUNTED ON THE EXTERIOR OF TOILET ROOM DOOR 27. JUNCTION BOXES FOR EXTERIOR SIGNS SHALL BE MOUNTED ON INSIDE FACE OF BULKHEAD ABOVE CEILING / OR AT INSIDE FACE OF CANOPY W /ACCESS PANEL PROVIDED. DISTANCE FROM JUNCTION BOX TO EACH SIGN NOT TO EXCEED 10' -O ". (REFER TO SIGN DRAWINGS FOR ACTUAL SIGN LOCATIONS). NOTE: 1/4" DIA. HILTI TOGGLER BOLT WITH PHILIPS FLAT HEAD SCREWS SHOULD BE USED ON ALL WALL STANDARDS. t 1 VNISICA �� JUL 17 2007 PERMIT CENT &" mar g- 4:11) Q alim CU 11 CLi N z aRlit0 uu 01-0 zz Z 1111 -,- (y ir 0 to 4 i n 1 : c -11) Z :3 1 4 in p % GI to a --1 0 > If- 0 ( 1r- Ll� -? 2 U 1 SHEET: ,40 -2 OF: - SHEETS 2150 North 107tit St. Saite 501 Seattle, WA 98133 I DESCRIPTION 1 .N '117111WiariS 111.4N3=1 p CT TO PUiLDINC IDEPAIRTMENT APPROVAL 1 E I I I 1 I S CEO I. 1 Cf QN` S GI 1 S ati c:%_1 w a1va Li2V9VL Irans Cif } — u fit - Ines I fans i DRAWN: MM CHECK: EEK JOB NO: OEP - 055.102 CL INTE STA STA 4 0 0 co 15' -0 "REQUIRED BUILDING SETBACK 4'- 6 "R.O.W. DEDICATION AREA OF WoK WIG BOULEVARD U Q WIG BOULEVARD 6' -O "PROPOSED SIDEWALK 4 ' - 6 "PROPOSED TREE P SCALE 1' -D` EXISTING PROPERTY UNE NEW PROPERTY LINE i SITE PLAN (FO FERENCE ONLYJ 0' -6 "LANDSCAPING co 15'- O'tEQUIRED BUILDING SETBACK 26 " W 10' -0" w 03 EASEMENT AREA 1■tii.iiiiri�1Tr mtlmp■ ■■ ' -- :zion mmammu.s.- �i��t1t11�1 .. 1. p r " .4.tb 4: _ VJ �U 4Y��rI!iI;= OE 14 2p A2.14 r•...rs.r.f.yw,� d " b 54 +0 AULT. SEE CIVIL 10'R 30'R Ind t1.11� .. r1..■,, ��11 .1y..1�■1>Mlr,�l��Is]It111�u r— •.�,;�-�•'- ai„K�� wiir�M.r�,�;TEi��"�■ #IIIIII� s (46,754 S.F.) FF = 25.5 OADING '' "Y.r•r___gs ^- ICI /� ; ;.. . w ter■ war° .ww._ , ww.;..ww . Ribmpaiii • uv 1 yr. � r .nrN■`rt.1. .3 �':�II 1�IpIN1�it' ►a1�,11■FMi1M�IIF {`.'7�•IIA[ �*AIR �r.•.r_ri rri ii..��i /� /� �rrrwf� .: rrwr�w+wrw��u�rrr�ir� _ � ..mein •It'TF _ " • _ _ r �1►y�i.. "" -- - � wr�wr� iwrr�.wrc ,ww.�ww. +r . � ��%!'�j' rirfr 7 �• `./ r- — - -- ' Via% -= - • r a��.� 1 36 �I if f iai , • • ao .. �Uriu, 1, , . II 36 I 1 ■ !! !i ' 1 N 8' -0 3/ " !:� �1 ■ , . IRON. :In rj 1I; ° ■1 ��. -4 (43,965 S.F.) � NICHE ■i rte: F F - 2 6.5 1 1� � o Iii !'-o ■ ■ ■ ■ " 27' -O" 27-0" 27' -O" s 111 ___ : V:± k• ,•�fl ci 11111111111111111111 111111111111111111 360.00' 7' -5 1/2" 27' - 0" 27' -0" 27-0" 27' -0" �'� » , " 5 -0, �.�,.� 2 7 12 -0 12, -0„ 27'-7" ti • ttr • TM la .s .ce AA EN Iff jff • I LAIN J • TAIMIPTivilllinl .rurr��r�rw�w+ +��r i■� A�� _ r — -- -- - ' ��Ir 7�..t�flt�ir rwwwrr 4.' f '� 'EON.' � - -� ■1111 : wwi■rrrf 17. �� ►��r ihris Q N i N 1 BRICK `l`� .i 298'-2" I �11k11II�r "� 1 :11 ] !Wu • 1 ill' `■■ ■ ■ - I11 VAULT. SEE CIVIL um a, IRS MINNS MOWN aim ;111 RIM • • i lia mta ARM INJUR imam m1U ER! MINIM PETCO (15,187 S.F.) FF = 26 TENANT LINE NOR STROM'S RACK (35,316 S.F.) FF x 26 380.78 LOADING LOADING SCISSORS LIFT BY TENANT VAULT. SEE CIVIL IF l�l 111 ... 1 /1r ■11 -- 11 111 1111(!: 111 111/I!! 111 Mir 1 .111 " "I11; 111 l si X11 5 : 73 mi ■ ■ ■ 1; r 111 11 1 1 1 111 1111 II r1: 1 11 Baum ImEteir I M R Ma ME o no; FsiJli 'S1111.1 Ammo 111 24' -6" TOTAL R.O.W. DEDICATION ADJACENT P WIG PROPERTIES 10' -O" SIDEWALK EASEMENT -- 20' -6" TRAVEL LANE CURB 4' -0" LANDSCAPING STRIP AND CURB FF = 26.5 190' -0" PER KOHL'S PLAN N 88'00 W 794 4 • - -- - . SEE 6' -0 "SIDEWALK 07 b W 111 •■` 16' - ► ' ° Ili I IJ � I 1 7 36 cv � 12 I 1 111 36 - - - -- .- f 111 o � A2.14 4 Tilt 36 cri N � e AM" Al lit sa d i l 1 • 14 !!! ■::; Ili El Jr mi II ir I I■ Ill . ..1........;1..��© r - , ! '"' ....rrr�■,,■.,r ■1111111Ir111r1►`I<iY!!i......, >w . r.. N a Ar"+ i 111 ilia # - l f i�r �,,•.. % 11 ?:. .., ' 1. „...0.,:- -ma = Dill mi nu • • In , r . tt C Ili ?:. IL- �, � /�� _ II 18 111111' k "`tiC I mo. K " Ali ~ ! *I f i _ i I NEMEI.. ��_ 7 4• , r'� �r .ricer %AI��44 f\ w.ray L le Ail W a..---- - .. ...J A. ,. .—, L R i. • TY INSTALLED Fl --OF -WAY DEDICATION ►1 .:' ING STRIP & CURB SIDEWALK � ... _�.r':ci.�►.J rte. i i I 1 I.: - E R 15' -O” REQUIRED BUILDING 24 _6 (♦ `` .. ■ ■ ;; ■. SETBACK STA 63 +34.92 NORTH ROAD .. ■ ■ i1r� STA 86 +57.90 EAST ROAD U.S. WEST TELE. VAULT MATCHLINE 'A' ' -0" PROPOSED SIDEWALK 4'-6" PROPOSED TREE PITS w�.. 0 03 24' -61 .0.W. DEDICATION 15'-- 0"REQUIRED BUILDING SETBACK 10' -6 "REQUIRED SIDEWALK & CURB 20' -0" REQUIRED ROAD 4' -0" LANDSCAPE STRIP CITY INSTALLED 25 -TA VAU1 RECOVEL JUL 1.7 2007 PERMIT CENTE- 12 IL. r r 4 2) y 411 .111 t CU U � Z N ‘- 1Y 0_ In IL 111 (n .%(161 111 1-. OF Z w a ki 1 -U Ca 0 ill ti) U cn —4 LI F- Q oN . or 12 tf OF: SH EET: SHEETS 1- csi Kt z 61-4ELL 1:)001R ■ PERMIT SUBMITTAL 1 21' -11" 4 S SCI-I1 ----- SI ZE /THK 21' -11" 1V I :IA-1_b1n1 2400ct HGJN1= zlooct 1 SN T L l NV` S •• - 11' -5" N I_Lb`zi �N Ff2r4NE Md4TEfR I AL f fGINI= , ib`14 2mCH DETAIL r r INISHRY S &V = STAIN & VARNISH S.G.= SEMI- GLEISS ANOD= EACTDRY ANODIZED ALUMINUM REMARKS DOOR CIVaf tawver 111G NO MARK ARK TAPED, TEXTURED PAINTED w / SEMI - GLOSS PAINT 2 2x4 SUSP. A.G.T. WITH _. I - _. - COATED Ca' VINYL EASE 48' HIGH PLASTIC LAMINATE WAINSCOT 3 CARPET G NO GUS OR FINISH 3 TAPED, SMOOTH 4 READY FOR PAINT tnss! 1 al ti) D IEW) 3'- 0kc'1' -0" c HM. PAINT /// N.M. PAINT -- ' �' } . [ j f 3 -- — W) -0" 8 ALUM ANQD TEMP — ALUM ANOP f I - t. \: \e/ 1 NI ri RR= STYLE I li `. / / r A 13 C REMAIWAS 1. PROVIDE DECAL SIGN WITI -1 1" 131 -ACK LETTERS REAPING: TI-115 DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS. LOCATE ON I N$ I DE OF TRANSOM. 2. PRoVtPE AND INSTALL 6" SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON WALL ADJACENT TO DOOR STRIKE" 3. PROVIDE LEVER I- CANDLES. 1/4' -1' -0" IROOM FINI 5 ■ PERMIT SUBMITTAL 1 21' -11" 5 ' -4 " F W c SC1-4 3 — 4 " 21' -11" FLOOR /BASE UJAL. L /UJSCT 1 SN T L l NV` S •• - 11' -5" I N, C C IL. L0 /9JI /L 1 SEALED CONCRETE A READ FOR PAINT 1 2x4 SUSP. A.C.T. 2 SHEET VINYL 1-6'S-10" TAPED, TEXTURED PAINTED w / SEMI - GLOSS PAINT 2 2x4 SUSP. A.G.T. WITH _. I - _. - COATED Ca' VINYL EASE 48' HIGH PLASTIC LAMINATE WAINSCOT 3 CARPET G NO GUS OR FINISH 3 TAPED, SMOOTH 4 READY FOR PAINT tnss! 1 al ti) D TAPED, 5t'1< H, PAINT WITH SEMI-GLOSS PAINT. 4 OPEN ABOVE DESCRIPTION ■ PERMIT SUBMITTAL 1 21' -11" 5 ' -4 " 19' --8" C_.? 3 — 4 " 21' -11" 2'-8" EGT TO 15UILID INCA DEPARTMENT APt OVAL 1 1 SN T L l NV` S •• - 11' -5" 31VO 3' -4" L0 /9JI /L 1.3'-'3" / / 5 " ' _gf 5' -0" f 114' -8" franc ci 1-6'S-10" / n 19 --8 2 -8 1'-4:-., + n t -1 '-4" ? 5 -8 1 /2 " tnss! 1 al ti) DRAWN: MM CHECK: E K JOB NO: aup - es5.Iae 26' -6" 5' -4" U L6 21' -11" 5 ' -4 " 19' --8" C_.? 3 — 4 " 21' -11" 2'-8" C . 3 11' -5" Q 0 2'--8" 11' -5" 2' -8" 3' -4" 6'- 1.3'-'3" / / 5 " ' _gf 5' -0" f 114' -8" 1-6'S-10" / n 19 --8 2 -8 1'-4:-., + n t -1 '-4" ? 5 -8 1 /2 " /,r / .' 5 /// f -- ' �' } . [ j f 1 ----- f 4 / t. \: \e/ 1 NI ri `. / / A RE F -,... ,... _ F i I..TING STORE FRONT BM i I TING ST S' - N [ E / 23' - 1 /4' 6' -0' 9' -4 3/4' E / 1 / � II hal ` � r .' .,.., f _ __ 1 . t ,� _.. 6' -10' ,' 0'3 6 4> 5' -4' FACE TILT. / 1 EXISTING SINGLE DEMO DOOR AND ADJACENT SIDELITES TO CONSTRUCT NEW DOUBLE DOORS. 1 A-22 5 1 A -2.2 SALES AREA A -2 2 112 1AI 11' -0' 1,464 SF_ '+1 N TYPICAL AT ALL S N W 0 2'-3 1/2' 4 NO WORK IN THIS SPACE NO WORK IN THIS SPACE ,, - _. All 3 - i -- - __.._. n os_ I1 ,,:a j I' - • A -2,2 . /`- �!. �. - ;, :: ,- - i' ,a „ , `¢#' \ 10 -3 1/ 1 S ALES AREA RE ' 112 A r., 1 �� • 2' t 14' -4' 4' -11" U Q 11' -3' 1 3 4' r U c - 6' -9' EXIT CORRIDOR NOT RATED 1 - PER TABLE 1016.1 - FULLY SMI LE. ,5tIILDINCI. NEW REAR DOOR. I ! EXTERIOR REAR POOR TO ! ' LOR FURNISH i LOCK AND PEEP 1-101-E OOR 5' -0' ARF., PAINT CONCRETE TILT-UP u LLAAt GORR�DDR ._._ .— , I CORRIDOR 4, ® i j 31' -6 3/4' ei- / 21' -1 1/4' 1- 58' -8 1 /4' VP TOILET J I ,�„`_ �`�'. /7 - $ 3 r , ® __ ' Ah��!U . I I �� ►Jir S' - 0' N WIT 0' GOOSENECK OR 1i- EQUIVALENT. r '" 15' -10' 1 23' - 6 1/2" 19' -3' F TYING i ; / 112 C . ' • 5 ' 6' I 141 c... -9 /4' 11' -0" ;t ! 112 G 11,4 °; I ENTRANCE TO REAR AREA FITTING = IS -T� I� - OPEN In I' 11 UNCASED FROM FLOOR TO CELINIG. - _ L. ' - - I • ' t t 112 B 'r 2' - 1 1/ O t IA1 _ 4 $ * Il' -0" 7D, 1' -6 1/2' I 1 • E L r� 11111111111M, t± WI nw•>t1t>■n 11E1 L la 1 112 D I. 1� � DEMO EXISTING SINGLE iiiir 16 -6 11,_6, STOREFRONT WINDOW AND' - INSTALL Nl~W STOREFRONT DOOR. CONTRACTOR TO PROVIDE CONTINUOUS 12' 20 GUAGE METAL STRAPPING 2' - 0' O.C. STARTING AT 3' -9' APP. AT INirEI�;IGR A PUCK LOCATION. (TYPICAL) S» PISPI..AY ELEVATION E ON SHEET 6 WALL _ 29'-4 1/2" 5-4" NEW AREA EXIT 3 5/:" • I 24' -4 1/2" MAKE SURE THE REAR STORE AREA IS PROPERLY VENTILATED. 29'-4 1/2" 5' -4" OP REFUGE LANDING. 1 5' -4 29' - 4 1/2" 5' -4" 4' -8" r 5/S' GUM. 4 "I /S' t 11 5 /S' G111.8, METAL TRACK SHIM AS R HOLLOW METAL POOR FRAME HOLLOW METAL POOR FRAM CONTRACTOR HAS 5 DAYS TO COMPLETE TENANT'S PUNCH LIST OR TENANT 51-1ALL HAVE THE RIGHT TO COMPLETE THE WORK AT LANDLORD'S EXPENSE. WALL CONTRACTOR TO PROVIDE: NO BLOCK OR MASONRY WALL OR TEXTURED FINISH ACCEPTED WITHOUT WRITTEN APPROVAL OF TENANT. IF, FIRE EGRESS REQUIRES FIRE RATED CORRIDOR, IT WILL BE PROVIDED FOR THE EXCLUSIVE USE OF TENANT WITH THE APPROPRIATE DOORS, LOCK SETS AND SAFETY FEATURES. EXTERIOR WALLS MUST BE INSULATED TO AN R11 RATNG AS WELL AS HAVE 5/8' SHEET ROCK ON 3 5/8' METAL STUDS 16' ON CENTER THROUGHOUT, PLUMS INC SEE PLUMING PLANS FOR ADDITIONAL INFO_ ONE COMPLETELY ENCLOSED TOILET ROOM, OR AS MANY AS REQUIRED 137" CODE, INCLUDING: TOILETS, WASH 1:3ASIN, COLD AND HOT WATER (MINIMUM 6 GAL. ELECTRIC), COMBINATION FANLIGHT FIXTURE WIN WALL SWITCH, V.C.T., SLOP SINK AND WATER FOUNTAIN AS REQUIRED BY CODE LOCATED IN ACCORDANCE WITH TENANT'S PLANS AND SPECIFICATIONS. ALL MUST MEET LOCAL OR FEDERAL MINIMUM HANDICAPPED REQUIREMENTS, WHICHEVER IS GREATER PROVIDE FULL AND FINAL UTILITIES HOOK UP, SEPARATELY METERED TO TENANT SPACE READY FOR REASSIGNMENT TO TENANT ACCOUNT PRIOR TO POSSESSION. TENANT DOOR SCHEDULE SIZE DOOR SIZE DESCRIPTION FINISH DOOR NO, 5 3'- 0'X1' -0' 3' -0' X 6' -S' DOUBLE DOOR ENTRANCE SOLID WOOD GLASS PAINT NOTES 1) TENANT G.C. SHALL FURNISH AND INSTAL!_ THE FOLLOWING REST ROOM ACCESSORIES - UNDER A SEPARATE PERMIT: - MIRROR, "o293, 18'X30 SURFACE MOUNTED - PAPER TOWEL DISPENSER, POLDER 5311 -41, SURFACE MOUNTED - WASTE RECEPTACLE,150BRICK 8 -3644 WALL MOUNTED (MOUNT PER MANUFACTURER'S SPECS) 2) VERIFY LAYOUT AND ALL DIMENSIONS PRIOR TO THE CONSTRUCTION OF ANY WALLS AND REPORT ANY DISCREPANCIES TO THE DRESS BARN PROJECT MANAGER IMMEDIATELY. 1/4' HILTI TOGGLER BOLT WIN PHILIPS FLAT HEAD SCREWS SHOULD BE USED ON ALL STANDARDS. 3) NO t3LOCK OR MASONRY WALL OR TEXTURED FINISH ACCEPTED WITHOUT WRITTEN APPROVAL OF DRESS SARK. 4) ANY WORK DENOTED AS '1B1' TENANT' "SHALL BE FILED UNDER SEPARATE PERMIT BY TENANT AND SHALL I3E COMPLETED (WITH REQUIRED INSPECTIONS) AFTER THIS WORK USE GROUP: M (MERCANTILE) OCCUPANT LOAD: 203 PEOPLE ,30 5P. STOCKROOM = 2 P 6,049 SF SALES AREA = 201 P) FRAME MATERIAL FINISH ALUM. METAL FITTING ROOM ENTRANCES DETAILS BLDG. SNP. PAINT JAMB TYPE HDW. NO. DOOR NO, 6 7 10 DOOR SIZE SIZE DESCRIPTION 3' -0' X 6,_a' 2' -6' X 6' - 3' -0' X 1' -0' CONCRETE SLAB CEMENT FLOOR THROUGHOUT, SMOOTH FINISH READY FOR FLOOR COVERING. CONCRETE SLAS MOISTURE EMISSION LEVEL NOT TO EXCEED 5 LBS. AND PI-I LEVEL NOT TO EXCEED S THROUGHOUT TENANT'S SPACE. PROVIDE TENANT WITH CALCIUM CHLORIDE AND PH TESTS FROM A CERTIFIED TESTING AGENCY PRIOR TO TENANT'S POSSESSION OF SPACE. IF NOT RECEIVED SY POSSESSION DATE OR IF TEST EXCEEDS STANDARDS, LANDLORD WILL. REIMBURSE TENANT FOR FLOOR PREPARATION REQUIRED TO ACHIEVE PROPER FLOOR CONDITION FOR TENANT FINISHES. HARDWARE SETS 1- - THUMB TURN LOCK "BEST" t 3808060 OR KEYED LOCK WHEN REQUIRED. KEYED LOCK TO BE ACCOMPANIED BY SIGN: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". DOOR TO HAVE GLYNN #444 KICK DOWN HOLDER OR EQUAL FINISH TO MATCH STOREFRONT DOORS. DOOR CLOSER W/ HOLD OPEN DEVICES. PULL. 'HAGER" #A39E - 3 1/2" X 15" BRUSHED ALUMINUM FINISH PUSH: "HAGER" #A30S - 3 1/2" X 15" BRUSHED ALUMINUM FINISH 18" SATIN BRUSHED ALUM. KICK PLATE. 1 3 - PRIVACY LOCK SET, DOOR CLOSER, STOPS & SILENCERS. LEVER TYPE HANDLE REQUIRED (ADA ACCESSIBLE) '4 - PANIC PU.°1.1 BAR FOR MIA. . DOORS FIRE RATED SUPPLIED AND INSTALLED EY DRESS BARN DOOR CLOSER 'COR BIN' SERIES PC31005••FI2 BY LANDLORD. INSTALL U.L. LISTED POOR VIEUER 5' -0 APP. BY LANDLORD. PULL. HANDLE ISOTH SIDES OP DOOR BY TENANT R.C. +5 - LEVER TYPE HANDLE REQUIRED (ADA ACCESSIBLE_) 'Ya - KEYED LEVER TYPE LOCK SET WITH PRIVACY LATCH (ADA ACCESSIBLE). K t - LEVER 1.455AGE SET � KEYED LOCK SET, LEVER TYPE HANDLE REQUIRED FURNISHED BY DRESS BARN. # - LEVER PASSAGE LATCH SET (ADA ACCESSIBLE). DOOR CLOSURE WITH HOLD OPEN DEVICES AND 18" SATIN BRUSHED ALUM. KICK PLATE. SOLID WOOD SOLID WOOD I- IOLLOW METAL MINIMUM 16 GUA IE CLASS 'C' RATED ASSEMBLY FINISH PAINT PAINT PAINT FRAME MATERIAL METAL METAL METAL FINISH PANT PAINT PANT JAMB TYPE 0 Q HDW. NO. .4 3 WS" WOOD STUDS 3 5/3' METAL STUDS TYPICAL METAL DOOR HEADER/JAMB 4' -2" FINISHED DRYWALL OPENING 1Y CLEAR To ACOUSTICAL CEILING= AlEOVE PLAN VIEW @ REAR FITTING ROOM ENTRANCE SCALE: N.T.S. WALL TY S SCALE 1' =I' -0' SEE FINISH SCHEDULE FOR ALL FINISHES EXISTING TILT -UP PANEL - SI4ELL CONSTRUCTION 4 , R -II BATT INSUL. w/ VAPOR BARRIER 5/8' TYPE 'X' G.W.B. 1/2" AIR SPACE 25 GAUGE 3 5/8' METAL STUDS AT I6' QC FRAMING PER SHELL PERMIT DRAWING EXTEND TO ROOF FRAMING 3 SOUND BATT INSUL. * 5 4' G.W.S. ON ONE SIDE 20 GAAE 6' MTL. STUDS 16' O.G. EXTEND TO ROOF FRAMING * SAME AS 'C' WITH 5/8' GUUl3 150TH SIDES. EXTEND TO ROOF FRAMING I G.W.B. ON EA. SIDE 20 GAGE 5 /8" MTL. STUDS a le," O.C. EXTEND TO I1' -0" SAME AS 'D' BUT WITH 6 20 GA MTL. STUDS * NOTE: PROVIDE WATER RESISTANT G.W.B. ALL WALLS AT BATHROOM SCALE FLOOR PLAN DIMENSIONS ARE TAKEN FROM FACE OF FRAMING OR CENTERLINE OF GRID UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH TO FINISH. RECUJEI JUL 17 2007 PERMIT CEN a L6 % C P Ci) c rts iblin as 1 w N W � ditQ C3 I 4) z tozz ( Z l q 0 to I I n to 0_ fozo3 III it 0/ 110—Q9 Q oLi- ° 2 z T. SHEET: OF: — SHEETS DESCRIPTION 1 PERMIT SUBMITTAL g CT TO 153U 1LD!NG DEPARTMENT APPROVAL 1 I SN01.1..1 ci Q'Q' al b` 9N0 S 1 n Mel 4-1- L0 /91 /L 5U15JI I- 0 iii 'A323 trigs' 1N i 0 DRAWN: MM CHECK: EEC JOB NO: 1P>ro- I,55'.II, PERMANENT R IDENTIFICATION SIGN. 30X48 AREA OF REFUGE 1— 1 1 L - -J PROVIDE (GUARD RAIL AND RAMP DESIGN PER SHELL SHOPPING CENTER STANDARDS. AREA OF REFUGE L4NINCs SCALE: 1/2'3P-0' TOILET ROOM DOOR SIGN N.T.S. N.T.S. TOILET ROOM IDENTIFICATION SYMBOL DOOR SWING 180 DEGREES FOR ACCESS O N 9' -I 1/2' T1 -ItCK 12' EQUILATERAL TRIANGLE CF BACK PAINTED ACRYLIC, MATTE FINISH. 1/4" THICK 12" DIA. CIRCLE OF BACK PAINTED ACRYLIC UNISEX JI� MATTE FINISH USE ` ._ `: ,• =. MANUFACTIJERERS STANDARD BLUE & WHITE COLORS. FOR UNISEX RESTROOMS SUPERIMPOSE TRIANGLE ON CIRCLE. UTILITY HOOK TOILET ROOM WALL SIGN N.T.S. TOILET ROOM NOTES ALL PAINTING, FLOOR FINISHES, BASE ARE BY TENANT UNDER A SEPARATE PERMIT. ® WATER CLOSET: AMERICAN STANDARD CADET II NO. 22162.143 ELONGATED BOWL, 18' HIGH WITH NO. 5324019 SEAT TOILET ROOM DETAILS l' -0' 1' -0' THE 3/16' THICK BACK PAINTED ACRYLIC MATTE FMI3! I, 1/4' RADIU.3ED EDGES. "UNISEX" — TEXT RAISED 1/32" MIN. & 3/4" HIGH, WIDTH —TO— HEIGHT RATIO OF 3:5 TO 1:1 AND STROKE WIDTH —TO— HEIGHT RATIO OF 1:5 TO 1 "10. GRADE 2 BRAILLE W/ DOTS 1 /10" O.C. IN EACH CELL, 2/10" $PACE BETWEEN CELLS, AND DOTS SHALL BE RAISED 1/40" MIN. USE MANUFACTURERS STANDARD BLUE & WHITE COLORS LAVATORY: AMERICAN STANDARD COMRADE OR EQUAL NO..0124.131 FOR CONCEALED ARMS WITH NO. '7490.1121 -I AMARILIS FAUCET ALL TOILET ROOM ACCESSORIES SHALL BE MANUFACTURED BY SOSRICK OR APPROVED EQUAL unless other wise noted. �j TOILET PAPER HOLDER, 1 8 -685 SURFACE MOUNTED • PAPER TOWEL DISPENSER polder 5311 - 41, SURFACE MOUNTED Q MIRROR *B-293, 18'x310', SURFACE MOUNTED ® SOAP DISH, +$ -912, SURFACE MOUNTED 0 GRAB BARS, 0 5 -5501 SERIES, 36' MOUNTED ON WALL ® 42' GRAB SAR MOUNTED ON SIDE WALL Q WASTE RECEPTACLE, +'BOBRICK 8 -3644, WALL MOUNTED (MOUNT PER MANUFACTURERS SPECS) SY TENANT G.0 0 36" O 1 f) SUITE 112 SIDE NEW SUSPENDED ACOUSTIC CEILING SYSTEM NEW 6' MTL. STUD DEMISING WALL SEE FINISH SCHEDULE FOR WALL F1N161-I - SCALE 1/2' =1' -0° PROVIDE SLIP TRACK 6 TOP OF WALL - FILL GAPS W/ SOUND INSULATION - ALLOW MIN. 2" DEFLECTION. CONTINUOUS BOTTOM TRACK SECURED TO SLAB W/ .145 X 1/2" POWDER ACTIVATED FASTENERS 9 16' O.C. EXISTING SLAB W4LL SECTION VARIES Ai B.O. METAL DECKING r ;;,,w,r�wr• rr -�s�y PWr*all iM�rxrw�rw W4LL SECTION SCALE 1/2 " =1' -0` BETWEEN JOISTS INSTALL 2.5' 25 GA. STUDS • 6 24' O .C. WITH 5/$' Cz.U).15. - EACH SIDE - EXTEND G.W.B. UP TO ROOF DECK - FILL GAP ABOVE WITH INSUL. PROVIDE SLIP TRACK BOTTOM OF JOISTS - MIN 2' DEFLECTION SUITE 112 SIDE NEW 6' MTL STUD DEMISING WALL NEW SUSPENDED ACOUSTIC CEILING: SYSTEM SEE 2/A2.1 FOR ADDITIONAL NOTES SUITE 112 SIDE WHERE WALL ALIGNS WITH TRUSS ABOVE SCALE 1/2' n 1' -0' AT RAFTER - PROVIDE 2.5" 25 GA. STUDS TOP ANDO 24' O.C. WITH 5/8" G.W$. - EACH SIDE - EXTEND G.W.B. UP TO ROOF DECK - FILL GAP ABOVE WITH INSUL. PROVIDE SLIP TRACK 6 BOTTOM OF RAFTER NEW 6' MTh STUD DEMISING WALL NEW SUSPENDED ACOUSTIC CEILING SYSTEM SEE 2/A2.1 FOR ADDITIONAL NOTES WALL SECTION METAL TRIM AT TOP OF DRYWALL NEW 3 5/8" MTL. STUD WALL AUG - 1 LUJ I fil "City Of Tukvaa BUILDING DIVISION i ir4 �.`. ^ r e d •S:FS4 .v ' i k'' 3 5/8' METAL STUD BRACE a 48' O.C. ALTERNATE DIRECTIONS - CONNECT TO ROOF STRUCTURE 1 SEE FINISH SCHEDULE FOR WALL FINISH SCALE 12' =1' -0' VARIES B.o. META DECKING NEW SUSPENDED ACOUSTIC CEILING SYSTEM CONTS BOTTOM TRACK SECURED TO SLAB W/ .145 X 1/2' POWDER ACTIVATED FASTENERS 16' O.C. EXISTING SLAB WALL SECTION RP JUL 1.7 2007 PERMIT CENTS IL O g g t cs CU tar i SHEET: ,4 -2.2 OF: - SHEETS SECT I ONS 20 North 107th St. Suite 501 Seattle, WA 98133 Pho DESCRIPTION 1 NOTES 1 SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2. CEILING GRID TO BE 2'X4' AS SHOWN WITH ARMSTRONG CORTEGA *169 NON - DIRECTIONAL 2'X4' CEILING TILE: 3. INSTALL ALL TYPE 'D', '02', EXIT AND EMERGENCY LIGHTING PER TENANT PLAN. 4. SUPPLY FAN LIGHT 5. COORDINATE LIGHTING CIRCUIT DESIGN/ LAYOUT WITH LIGHTSTAT REPRESENTATIVE INDICATED ON SYMBOL LIST. ELECTRICAL SYMBOL LIST SEE ELECTRICAL PLANS FOR COMPLETE SYMBOL LIST DESCRIPTION 1 mm PERMIT SUBMITTAL 1 I I I CT TO SUILD1NG DEPARTMENT APPROVAL TO REY ISfONI°v ,41VD .4DC..ITIONS 31v a 1 L0 91 /L 1 rsns 'A3�1 � ns nssi DRAWN: MM CHECK: EEEK JOB NO: �-�.� °,J iNERAL NOTES: SUSPENDED CEILINGS ARE TO COMPLY WITH THE FOLLOWING )DE AND REGULATIONS: A. 2003 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9 AND 1621.1 B. ASCE -1 SECTION 9 .62.6 (ASCE IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS) C. CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4. (REFERENCED IN ASCE -1 SECTION 9..6.2.6.2.2. ITEM A)- (CISCA I5 AN ACRONYM FOR CEILINGS 4 INTERIOR SYSTEMS CONSTRUCTION) D. AS STATED IN IBC 102.1: WHERE, IN ANY CASE, DIFFERENT SECTIONS OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL 8E APPLICABLE. COMPRESSION POST ASCE -, SECTION 9.6.2,622. ITEM B. J-4 WIRE ASCE -1 SECTION 9.62622. ITEM B. $usnisISION SYSTEM DETAILS: SCALE: N.T.S. GRID ATTACHED WALL CEILING DETAILS C.I.S.GA DESIGN PARAMETERS • MINIMUM 2' WALL MOULDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS OPPOSITE WALLS MUST HAVE A 3/4' CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRE. • HEAVY DUTY GRID SYSTEM • CEILING AREAS OVER 1,000 S.F. MUST HAVE 1- IQRIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 S.F. MUST HAVE SEISMIC SEPARATION JOINTS OR PULL WEIGHT PARTITIONS. • CEILINGS WITH RIGID BRACING MUST HAVE 2' OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION_ COMPRESSION PaST� STEEL STUD COMPRESSION POST SUSPENSION SYSTEM DETAILS: ALT. COMPRESSION POST SUSPENSION SYSTEM DETAILS: COMPRESSION POST INSTALLATION REQUI REMENTS: SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WIN THE PROVISIONS OF ASTM C 635 4 ASTM C 636. A. ONLY A HEAVY -DUTY T -BAR GRID SYSTEM SHALL BE USED. (ASCE -T SECTION 9.6 2.6.2.2 ITEM A) B. THE WIDTH OF NE PERIMETER SUPPORTING CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2'. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL 15E ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4' CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TQ SLIDE ON A CLOSURE ANGLE. (ASCE -1 SECTION 9,6.2.62.2 ITEM B) C. FOR CEILING AREAS EXCEEDING 1,000 SF., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL EE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROX. EQUAL. EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ASV. SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF CEILING GRID TO LESS THAN 1/4' FOR LOADS PRESCRIBED IN ASCE -1 SECTION 9.6.13. D. FOR CEILING AREAS EXCEEDING 2,500 SF., A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEEDING 2,500 S.F.SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFOIRMED OF THE CEILING BRACING SYSTEM FOR THE PROSCRIBED SEISMIC FORCES WHICH DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMODATE THE ADDITIONAL MOVEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES N ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN ACCORDANCE WITH ITEM C. WIRE ASCE -1 SECTION U2,622. ITEM B. SUSPENSION SYSTEM DETAILS: GRID t UNATTACHED UMLL MIN. 3/4' AT UN- ATTACHED WALLS, TYP. 2' MIN. ANGLE MOULDING MAIN BEAM / CROSS TEES STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART MAN BEAM/ CROSS TEES STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL. DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAYS A 2' OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1' IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CM ACCOMODATE 1' OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS I5 PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. P. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTIONS REQUIREMENTS OF SECTION A_ OF $335 OF THE ASCE -'1 REGULATIONS. AS AN ALTERNATIVE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEX.A ILITY OF ALL ELEMENTS INVOLVED, INCLUDING: CEILING SYSTEMS, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPUTENANCES. THE DESIGN SHALL BE PERFORMED BY A REGISTERED PESIGN PRPESSIONAL. MAIN BEAM /4' MI L 4' 3/4' MNIMUM, 6' 3/4' MIN I MUM. EXPANSION JOINT 8Y OTHERS POP -RIVET THIS SIDE 6' FACIA MOLDING CHANNEL MOLDING SCREW ATTACH THIS SI AXIOM PROFILED TRIM HANGER WIRE CROSS TEE ONLY SUSPENSION SYSTEM DETAILS: EXPANSION JOINTS - o E 2' AXIOM PROFILED TRIM X- aPDETS OBTAIN PULL AND COMPLETE WARRANTIES FOR ALL HVAC, ELECTRICAL, AND PLUMBING EQUIPMENT FROM THE CONTRACTOR PROVIDING SAID SERVICES, WHICH WILL REMAIN IN EFFECT 1 YEAR AND FORWARD TO TENANT FoR ITS RECORDS. PROVIDE FULL AND FINAL UTILITIES HOOK UP, SEPARATELY METERED TO TENANT SPACE READY FOR REASSIGNMENT TO TENANT ACCOUNT PRIOR TO POSSESSION. HVAC DESIGN: SEE MECHANICAL PLANS FOR HVAC DESIGN. FIRE PROTECTION/FIRE ALARMS PROVIDE: SPRINKLER SERVICE AS PER BUILDING AND LOCAL CODES IN ACCORDANCE WITH TENANT INTERIOR DESIGN. CONTRACTOR MUST TAKE INTO ACCOUNT TENANT FINI H LIGHTING 5 ES AND TRAGIC L HTINCs AN X LI GHT D2 � LNG IN LOCATING SPRINKLER HEADS. FIRE ALARM SYSTEM AS REQUIRED BY LOCAL CODES WORKING AS SPECIFIED BY LOCAL AUTHORITIES H.V.A.C, UNDER A SEPARATE PERMIT. SPRINKLER SYSTEM UNDER A SEPARATE PERMIT. PLUMBING UNDER A SEPARATE PERMIT. FIRE ALARM SYSTEM UNDER A SEPARATE PERMIT, REFERENCE ONLY - SEE ELEC. PLANS FIXTURE SCHEDULE SYMBOL trFE MAUFACTUFER CATALOG NO. LAMPS MOLM116 REMARKS • I>< A F T2 T4 T4-I C D(WL) LIGHTOLIER NUTCNE LIGHTOI.ER LIGHTOUER LIGHTOLIER MIERCIIRY MERCURY i'tERaIRY MERCURr WWI FRAME KIT RnU'I TRIM (L 9216W11 ELECTRONIC BALLAST SCUM ELECTRONIC BALLAST 94161114 ELECTRONIC BALLAST M13164T5EL8 M13224HOTEELB 35E232CCThA- SRTELS 35E2320CT9A N BOUT PAR SEFL (I) 6421 PAR NIL (2) 20E46 FP24830•0 (2120E61 FFS4530140 (2) 20ES1 FP548301-10 (I) FF54830H0 (2) F>:'24830HO (2F032/130 (2.F032/00 RECESSED QED TRACK TRACK TRACK S1IFFAcE SURFACE GRID GRID DOM LIGHT WITH TRIM FAN/LIGHT/N4141 -LIGHT CCM491NATION 6000 SERIES TRACK MATTE (UNITE FINISH TTP. 6000 SERIES TRACK MATTE UNITE FINISH TTP. WOO SERIES TRACK SIGN CONTACTOR WHITE FMSH NO REFLECTOR 2' l'ERCURY STRIP PRISMATIC LENS WITH SILVER REFLECTOR (NIGHT LIGHT) PRISMATIC LENS WITH SILVER REFLECTOR STMSOL T'I'PS MAMFACTURER CATALOG NO. LAMPS MINIM REMAIKS x X 8 P -2 D ) E E -I E -2 6'1 EL MERCURY MIERCUR'r LIGHT01-IER LIGHTOUER LIGHTOLRER LIT1. IA LITHCNIA 34E2T1ocT94- 6RTELB 34:211 CTSA- $RTEL8 SS22UIH 9022WF1 5D221.1114 ut4haNQ PONT ADAPTER ELM2 L12u131i20/211ELN (2;0f11130 (2;F0M30 (1) MI CAP HALOGEN PAR 38 FL (I) 60U GAP HALOGEN PAR 38 R (1) 60W CAP HALOGEN PAR 38 FL Ncur ED GRID GRID TRACK TRACK 51 ACE GEL MOWED CEILING MOUNTED PRISMATIC LENS WITH ELVER REFLECTOR (NIGHT LIGHT) PRISMATIC Lei WITH SILVER REFLECTOR 6000 SERIES TRACK MATTE: WHITE RASH TYP. 6000 SERIES TRACK MATTE WHIT[; FINISH TYP. MONOPGINT ADAPTER FOR 5.FPACE F MING MATTE WHITE FINISH MATTE WHITE FINISH NOTE: NO SUBSTITUTIONS TO SPECIFICATIONS WITHOUT DRESS BARN'S WRITTEN APPROVAL-. NEW RECESSED DOWN LIGHT FURNISHED BY DRESS BARN AND INSTALLED BY TENANT UNDER A SEPARATE PERMIT +n'-s` APF NEW GYPSUM BOARD PARTITION WALL REAR STORE SECTION N.T.S. 1 INIIrI 1 °.1.. 1 °.1 1 °.1 _iiI.ijiiijiiiiiiiiiijiiI ,; 11,E 1131 6 � 11 �� .1 ° �1� � !1 111 11 1 a 11�1�1 1 11 11�11,� 11 I iI1 PIII1 1.1 I.I�il 1.1 1.1 1 13111111111111111111111 ��i ii i uui u iii i •l' v 0 Aft i =MEI 2 4-3.1 16 -6" i L 0 -6 NEW CEILING AT I1' -0' A.F.F. NOTE (4) FOR SPECIFICATIONS) SEISMIC EXPANSION JOINT PER DETAILS 2/A3.1 imieldomenuanopommung IIflhIII 1 ' �1 11 11 11 L1 J K 11 �°•� v v v v - invimik u r ` 111111111111111111 wINIEMI11111111111 iiinginien11111111N1111 (91E11 iiVINE11111:11111111111111111 if 1111111011:11N INIIIIIMP111111112 EE Art NEW CEILING AT AFF. NOTE (2) FOR SPECIFICATIONS) SEISMIC EXPANSION JOINT PER DETAILS 2/A3.1 IuIl1!'1Iu■ I Ii1•IJLL 1I111J111I 1 �'"1iiuiiniuiiiuir- f ..... � , �.. , :": ...mow ■ AF HE / 5-4" •3 5'--4" 5" Nib CE11 INt* AT 11' -0' AP.F. NOTE (2) FOR SPECIFICATIONS) 29' - 1/2" ' -6" 5' -0" 11 21' -11" SCALE I/8' = I' -0 ' 14' -8" 5' -4" 5 -4" y PLACE FIRST ROW OP 2'X4' 'D' LIGHTS 3` -0' FROM STOREFRONT (IN LINE WITH THE DISPLAY WALL) 19' -8" r 1 REFLECTED CEILING PLAN 0 Cr • ' -4" 3' -10" 29' -4 1/2" 5-4" 21' -11" 19' --8" 29' -4 1/2" J' 2' -8" 11' -5" 3 5/8" 5-4" DIMENSIONS ARE TAKEN FROM FACE OF FRAMING OR CENTERLINE OF GRID UNLESS NOTED OTINERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH TO FINISH. ' -4" ? 5-8 1/2" BUILDING raYLSIQI. SHEET ROCK CEILING AT 8' -0' FURNISH AND INSTALL ES5 PANEL TO HOT WATER TER AS REQUIRED. 4' - 8" NEW FAN LIGHTS NEW CEILING AT 11' -0' A.F.F. NOTE (4) FOR SPECIFICATIONS) CORRIDOR CEILING - OPEN TO STRUCTURE. LIGHTING TO HOUSE PANEL. 11'.. -5" 2' -8" 3' -4" 2237 • 24' -4 1/2" RECEIVED JUL 17 2007 PERMIT CENT. REGISTERED ARCHITECT r RIC E. KOCH STA OF WASHINGTON 6'207 7RRE r 0 N w W d don lul- u 5 z 01 z Z 1111 <I, <1. [C1 Z gnu °L cm Q 1E- a ff, 4 N SHEET: OF - SHEETS 2150 North 1071h St Suite 501 Seale, WA 98133 Phone: 206461-1358 Fax 206461-1467 FILE • NAME A2- I FLP DESCRIPTION 1 PER I T SUBMITTAL LD [NG DEPARTMENT APPROVAL 1 0 z 0 17. Q 0 4 a 0 z 0 0 5 al ii 0 1- Alva I LPJ/9VL Irene aE Ines] Hi ,� Vl DRAWN: MM CHECK: EEK JOB NO: 0F, - 055.0e 28s'M -6 t- 41'_2" ► LLL I r APPROXIMATE LOCATION OF TENANT AREA BELOW. 41, -2" 41' --2" REFER TO MECHANICAL PLANS FOR NSW ROOFTOP HYAC LOCATIONS. 25' -fib' EXISTING PARAPET IUIRTH NEW PARAPET WIDTH RAISE UP CENTER PORTION OF SIGN PARAPET 12' - PROVIDE NEW FRAMING TO ADD WIDTH TO RAISED PARAPET AREA. DEMOLISH EXISTING FOAM PARAPET SYSTEM TO FACILITATE NEW RAISED PARAPET DESIGN. APPROXIMATE LOCATION OF TENANT AREA BELOW. -d— ij ii I i iy 1 7 t DIMENSIONS ARE TAKEN FROM PACE OF FRAMING: OR CENTERLINE OF GRID UNLESS NOTED OTI- IERWISE. DIMENSIONS NOTED AS CLEAR ARE FINISH 10 FINISH. 1 CjN_ JUL 17 2007 PERMIT GENII b. (1) fi Q.) ( Ar CU I Ma cn cn 6 N N ILI W� 5 (N if 0 n I- I QS f- z z til Z w 0 4- -I 1: �C W di —I Z 15 : 0- LU u Ve)tV (i C cOrP SHEET: A-4, 1 OF: -- SHEETS 1 Phone: 206-361-1358 Fax: 206-361-1467 T.O. SLAB oha +0' -0' (Rif. ELEV. = +255') NEW 5 /8' GUMS 0/ 35/8' MTL. STUDS NEW RECESSED DOWN LIGHT FURNISHED BY DRESS BAN AND INSTALLED f3Y TENANT. NEW GYPSUM BOARD CEILING SCALE I /2' { 1111;11111 MIAMI IIIIIIII(:: 1111111111 1=1111 IIIIIII::::11f11111 11111111111111111111111111111111 11111111111IIII11111111III1111I O - 1 :11 11111 111111 11:11111101.411111J . :... .,.:.:.; :.::::. 1 _ tIt1 111 1U ••T• • ...,... ; _ : ;,.. .... .. ..- � tfff[rrrr[rrrrllUnm lJl IIIII11111IIIIIIIIIII1111!IIIII IIII1111111111111111IIIIII. 11111 REMOVE EXIST. CORNICE AND PROVIDE NEW CORNICE TO MATCH EXIST. COLOR REMOVE /REPLACE EXIST. CORNICE W/ NEW TO MATCH EXISTING NEW CEM.150. / STUCCO FINISH OVER PLY PER STRUCT. 0/ MTL. STUDS MATCH EXIST. +31' -0' EXIST. 70. PLATE r L NEW GYPSUM BOARD PARTITION WALL 17=111=1 I 1 1=i 1 _ 1 , I I- X 1 = _ - " s 1 ;_---- - lily; 1 i I �? r i _._ •_ it! k 1 _. 1 � j 4 1 1,. I . I I , 1 , _ c EXISTING STOREFRONT .. r .t 1 117=1 1 - -1 1----111-_ 1 WALL SECTION EXIST. T.O. PLATE SCALE 1/8'.1'-e' NEW OVER - FRAMING EXISTING PANEL WIDTH EXISTING STOREFRONT EXISTING AWNINGS ELEVATION a DRESS BARN EXISTING FABRIC AWNING T.O. gh STUD +31' -0' T.O. PLATE +30' -0' EXISTING CORNICE TO BE REMOYED/MOVED EXISTING TILT -UP WALL CONSTRUCTION STOREFRONT R.O. +V-6" .;,1' - 6 " i f �V� r � } .1-1 Yr.i:� .i I '1 ! -1 Il i _' :=1 [--- -1 4 1 = ! I . .., !° �` Ili--; •- I I t , i T.O. SLAB +'0' -0" (FP. ELEV. _ +255') 5' -6" 4 0 • 1 } _= 1 , e ji1�lil _._ I11._—r ■ WALL SECTION SCALE 1/2' =1 -0' NEW OVER - FRAMING .` ` \ 1 ' ,, A. STUD EXISTING ROOF NEW '/8' GWB 0/ 3 5/8' MTL, STUDS EXISTING STOREFRONT EXISTING SLAB 1=PDM ROOFING 0/ NEW I/2' PLY 0/ 6' MTL STUDS PER STRUCT, REPLACE/REPAIR EXISTING ROOF /CANT TO MATCH EXISTING �;•E :I1I r �r a jI ,, I I I I I I I• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ww"wlww aw.-_. .. . r iw:wwMwwN� l r 11111111111111111111@Iililill N 11111111 1 v Illllllllll i ii -- �.--�- ..� .,r� IIIIIIII: 1111111 1111111111111II11111111111I11111111 1 I IIIIIIII IIIIIII1111I11111111 :1! ilfi!: iiiiiiiiiiilillilIfiIIIIIII11111fi11111111111111111111u 1111 f� filli ai " I! Illllllllll il' {� rrrrrrrr�rlrrrr••� } 4� _ - .v�rl ail -� im EXISTING CORNICE TO BE REMOVED/MOVED T.O. STEEL +23'.5" REPLACE/REPAIR EXIST. ROOFING TO MATCH EXIST. - TrP. EXISTING CONC. PANEL CAULK / SEAL AS REQ. 4 NEW STUCCO / CEMENT BD. 0/ PL'Y'WOOD 0/ MTL STUDS PER STRUCT. WALL SECTION SCALE I/2' =1' -0' SCALE 1/2 " =1' -0' 5'4, NEW OYER FRAMING -TrP. 2 SIDES NEW 1/2' PLYWD. SHEATHING 0/ MTL. STUDS e 16" O.C. - ANCHOR/ ATTACH PER STRUCTURAL FLASHING /COPING MTL. TO RUN UNDER FINISH WALL SECTION EPDM ROOFING 0/ NEW I /2' PLY 0/ 6' MTL STUDS PER STRUCT, REPLACE/REPAIR EXISTING ROOF /CANT TO MATCH EXISTING EXISTING ROOF NEW METAL COPING el NEW CORNICE - TYP. NEW E.IF.S. / MTL COPING ABOVE Aa, 2n97 011, Of J' JUL 1.7 2007 PERMIT GEM LA V as) awa ta, U w I- 0 r 0_ 0_ IL 1- z a 2 fa 0 ti 1W 0 1- DRAWN: a (Di MM CHECK: EEK JOB NO: O - 055.0e d Z 1--- Ill a. 1. z > IVO hi al-Qj 1—° 1-111 ifl Z:i 3 u�,Q m W— 3 ITCV k or iu 4