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HomeMy WebLinkAboutPermit D05-412 - GROUP HEALTH COOPERATIVE - MECHANICAL EQUIPMENT AND MEZZANINEGROUP HEALTH COOPERATIVE 12400 EAST MARGINAL WY S D05 -412 ... �. vwx...,.. az .�avxe.ec.�srzu'.:�`a�i:.�,,.u. n) 1' J:, i��<.. s; vU`.; �. 3�. �`i..uirYwi:;,4,�1:1�ri�t�5.... .' ✓.tis��, City G Tukwila S teven M. Mullet, Mayor J W .,�. o� j y Department of Contintinity Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: cOukivila.wa.us DEVELOPMENT PERMIT Parcel No.: 7340600480 Permit Number: DOS-412 Address: 12400 EAST MARGINAL WY S TUKW Issue Date: 12/23/2005 Suite No: Permit Expires On: 06/21/2006 Tenant: Name: GROUP HEALTH COOPERATIVE Address: 12400 EAST MARGINAL WY S, TUKWILA WA Owner: Name: GROUP HEALTH COOPERATIVE Address: CONTROLLER, 521 WALL ST Contact Person: Name: ALEX CLARK Address: 1904 3 AV, STE 500, SEATTLE WA Contractor: i Name: SELLEN CONSTR CO INC Address: PO BOX 9970, SEATTLE, WA Contractor License No: SELLEC *372ND Phone: Phone: 206 682 -5000 Phone: 206 - 682 -7770 Expiration Date: 06/01/2007 DESCRIPTION OF WORK: REPLACE MECHANICAL EQUIPMENT ON ROOF (STRUCTURAL PROVIDED, EQUIPMENT TO BE UNDER SEPARATE PERMIT), ENCLOSE MEZZANINE WITH WALL, ADD (1) MAN DOOR, (2) ROLL -UP DOORS, AND REPLACE (4) SECTIONAL DOORS. Value of Construction: Type of Fire Protection: Type of Construction: Z Z �w QQ JU U0 w= (n LL ,w 0 UQ cl) =w t- _ Z �. 1= 0 Z F- w w UC) ON C1 I— wW �O --Z W co �Y z $110,000.00 Fees Collected: $2,151.78 SPRKL /FIRE ALARM International Building Code Edition: 2003 Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doe: IBC - Permit D05 -412 Printed: 12 -23 -2005 City Tukwila Department of Commuiity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.its * *continued on next page ** I f Y f. Steven M. Mullet, Mayor Steve Lancaster, Director D05 -412 Printed: 12 -23 -2005 Z Z ' J U; U0 U J = CO) LL U Q CO _ = CY W Z f=" �- O Z W 2 D U� '0 O H' W W'. H a; u. O Ill Z U : O = ~ .Z City T ukwi la Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tuknvila.wa.us Steve Lancaster, Director Permit Number DOS -412 Issue Date: 12/23/2005 Permit Expires On: 06/21/2006 Permit Center Authorized Signature: , _ I ( 1 1 aAc n_. Q Date: I I hereby certify that I have read and`eghml exist this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: i Z I zz 10 Print Name: 14"&du iA If 6yAale� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D05 -412 Printed: 12 -23 -2005 Z W QQD JU U o LLI J 3: CO LL W }} 1 � J U =w �o Z ~. w U� o f-- WW � �. LL O .. Z w U= O Z `� �� ti 's �� • Cit y Q of Tukwila tit fiine Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600480 Permit Number DOS -412 z i Address: 12400 EAST MARGINAL WY S TUKW Status: ISSUED W Suite No: Applied Date: 11/15/2005 Tenant: GROUP HEALTH COOPERATIVE Issue Date: 12/23/2005 L) Cl)❑ 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 12 w w O 2: No changes shall be made to the approved plans unless approved b the design professional in responsible charge and the 9 PP P PP Y 9 P P 9 � Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center U¢ co a (206/431- 3670). _ z H j 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to O start of any construction. These documents shall be maintained and made available until final inspection approval is w granted. j o f U Co 5: When special inspection is required, either the owner or the registered design professional in responsible charge, o shall employ a special inspection agency and notify the Building Official of the appointment prior to the first w w building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. v t-- LL — O 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections z shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special v rn inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection 0 approval. z i 7: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions D05 -412 Printed: 12 -23 -2005 ,qi.:. ,l. .,'L,`, 6,, ..li s, a.. yia..sfi.E ^'.! ' ��w: �a:: ai. r;t.a.s:nn.A:,yts�:..�:i>sYS::• wrw., ��. .��,��, ..; City of Tul�wila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry Z chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) Z 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or �w brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation 1 0 instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so C f) o 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 N � floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 "- W inches (102 mm). (IFC 906.7 and IFC 906.9) W 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot LL be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) C a =w 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available z_ f_ for use. These locations shall be along normal paths of travel, unless the fire code official determines that the t-- O hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) r W ~ 2 5 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that v N Cn indicates the month and year that the inspection was performed and shall identify the company or person performing the 0— service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge w w procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the T_ v 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) Z w U� 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. X (IFC 1008.1.8.3 subsection 2.2) Z 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: 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) 22: 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) 23: 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) 24: 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) 25: All new srpinkler sysetms 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 doc: Conditions D05 -412 Printed: 12 -23 -2005 --- s't ti u' .r.,a(.c.iu.c C :wl s�%��:y, s�eL:.zl6:�' 4ti! ii "'d:�' " ..J " +�., .,tt r yd�:- City o f Tu 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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) 26: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 27: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 28: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 29: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 30: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/ relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 31: 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) 32: 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) 33: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -412 Printed: 12 -23 -2005 _�t :. : i;, _ ' w'V ..sir.. �ani�w� +:T'.' ) Etr s".. rriet2• z4 ,`m�vad;t.'N}1i5k%eiia:ac'� �:tiSt'd�' y' '�Mp iSf'4� r7::.�y'•"«:.S�,j F .., j; ".iew ' • !d s.tti.? kxit'�f(11' � �' kf ,ut4' lii.'• • 4'�'N 1 +�v;`P^.hFO+. Y . it ^r.4 wr$+'� :4i �" Z z �w QQ JU UO NO CO W J = H S2 LL w O LL co = d. �w Z t— f_ 0 Z i~ W w U� N o�_ W F_ O W Z CO O Z i I -� ,.Q City of Tul�wlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. Signature: Print Name: A _ r 'R. &rlei o L, Date: VL ! z.3 doc: Conditions D05 -412 Printed: 12 -23 -2005 z �w u� D UO CO 0, U) L W 0 w ?; � =w z F— O z F— w LLJ �o U O N .0 F— WW S L .z U co): O z l �LA, w , CITY OF TUKWIL� o i Community Development Department Public Works Department �N z Permit Center :908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No. Vy; —� tl, Mechanical Permit No. Public Works Permit No. Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: Site Address: ! �� je, Suite Number: Floor: Tenant Name: 6JC�0YA �I� �1 1�`- !✓s. New Tenant: ❑ .....Yes %..No Property Owners Name: MC P r' ''�f �' if ono zb !h v1 . Mailing Address: City State Zip CONTACT PERSON Name: A] J� aM , C � -' ')� Day Telephone: '" 4o - ( 7i --<&;o 2 , Mailing Address: IgO L J rip V . - G) it 5 DO s !g- LjA-- O f � I 0 E -Mail Address: City Fax Number: State — 00G - 6'Z1 Zip " 7 7 C 7 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: (/ & D . , e �auaA Ci'O NSA C^J t 0 L Mailing Address: PU p) JJa2Q 1,J A - 'I �I_L e City State Zip Contact Person: Day Telephone: 2.0 P (.I ` Z E -Mail Address: Fax Number: Contractor Registration Number: d,,i" C -I/,- �54-2- N 0 Expiration Date: 0U 1 U I J , Z a( of cur * *An original or notarized copy rent Washington State Contractor License must be presented at the time of pen issuance ** ARCHITECT OF RECORD – All plans must be wet stamped by Architect of Record Company Name: (1l2/zw (It- Mailing Address: lqo� 3P> Contact E -Mail i Z/ Ilse City State Zip Day Telephone: 7� G .<I Fax Number: �t o - P 7/ ENGINEER OF RECORD – All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: � mAr 1 7 rJ City State Zip Contact Person: ZAVi�l C Wd � �- Day Telephone: E -Mail Address: "2 9?W Fax Number: 20(0 q: \tpcnnits plus \icc changes \permit application (7.2004) Revised: 6 -8 -05 Page l bh .a.. 'fPW R4C�! K ' X5a' 1wRte++ WVMFO�kP' itIYXNa4M#. VK11' gVi�J4M��} 11pI�fi7 Rf4� '.�Ck11.w.1�K+aJC «'.�wtwvwr. r . }. 4 I Z ~ w � �U UO N o C0 LU J = U) IL w �_J LL u) d = w H Z F. 1— O ZF_ w W U� N 0 1-" wW H� L O -- Z W U= O Z BUILDING PERMIT INFORM `ION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ �� 1 600 Existing Building Valuation: $, Scone of Work (nlease nrovide detailed information): Will there be new rack storage? [I.. Yes P ... No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below S, 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 for 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/HAZARDOUS MATERIALS: . Sprinklers K.. 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 x I I paper indicating quantities and Material Safety Data Sheets. 'fro N� 00"p. q:\\pcnnits plus\icc changcs\permit application (7.:004) Reviscd: 6 -8-05 bb Page 2 .;. i-.. qk.. lw :.i.�, eta.�twu�tac>.ic7.;t;l i.,.R<.�. rt. w � :•'�,J�.,ix::s,;;a >,:.:a;.uUL: itsl.'4,u:::,:;.; -.uC.a:...:d.a •� w:....:..irW�ab 12, ate, o&*-;) I/ Z Z W aa JU UO to o CO w W H NW WO }} �J WQ N = 1..-. W Z F- F- F- O Z 1— W LLJ �p O _ 0 E_ WW H0 -O W Z CO O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I` Floor 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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/HAZARDOUS MATERIALS: . Sprinklers K.. 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 x I I paper indicating quantities and Material Safety Data Sheets. 'fro N� 00"p. q:\\pcnnits plus\icc changcs\permit application (7.:004) Reviscd: 6 -8-05 bb Page 2 .;. i-.. qk.. lw :.i.�, eta.�twu�tac>.ic7.;t;l i.,.R<.�. rt. w � :•'�,J�.,ix::s,;;a >,:.:a;.uUL: itsl.'4,u:::,:;.; -.uC.a:...:d.a •� w:....:..irW�ab 12, ate, o&*-;) I/ Z Z W aa JU UO to o CO w W H NW WO }} �J WQ N = 1..-. W Z F- F- F- O Z 1— W LLJ �p O _ 0 E_ WW H0 -O W Z CO O Z PUBLIC WORKS PERMIT INI AMATION - 206 - 433 -0179 Scope of Work (please provide detailed information Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila El ... Water District #125 ❑ .. Highline ❑ . Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila El ... Va1Vue ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Apmlication (mark boxes which ammiv): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) El... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Permanent Water Meter Size... WO# _ ❑ ...Temporary Water Meter Size.. WO# _ ❑ ...Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............ Public Private ❑... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ ..Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State "Lip Z it— Z �W �U UO Cl) J = H (D LL W O J LL ?. N l W Z l— l— O Z l— W W U� O� oI.- W U �- O LIJ Z U =. O H Z q: \ \pennits plus\ice changes \permit application (7 -2004) Revised: 6.8.05 Page 3 bh MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION i Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): I Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type Electric.....❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qt Furnace <100K BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig /Cooling Generator System Air Handling Unit Incinerator- Comm/Ind Other Mechanical <I0,000 CFM I Equipment PERMIT APPLICATION NOTES — Applicable 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE S OF TATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO Signature: Date: Print Name: L Day Te ephone: 2�O " St�C7 Mailing Address: 8 0 LIE= 5 0 �.+ 0 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: O � ; / , q:Upcnnits pluskicc changes\pennit application (7.2004) Revised: 6 -8.05 Page 4 bh g y nyy��ima i Z �~ W JU UO W� U) LL WO �QQ LL Q U� = W Z f- ZO W W U� ON o I.- WW H5 U- O .• Z W CO O Z �H a�..Q City of Tul�wila face 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: JOHN R O'NEIL JR. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- -------------- ------------ Payment Check 7012 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 doc: Receipt Printed: 01 -06 -2006 f ' f 1 4 Z " W J 0. . U0: ( 0 o C0 Uj W = N tL W O L Q c �. = �W z F- ' t— O Z H- W5 Ua ON C1 F- W W H U- Z L1J U CO) OH Z RECEIPT Parcel No.: 7340600480 Permit Number: D05-412 Address: 12400 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 11/15/2005 ` Applicant: GROUP HEALTH COOPERATIVE Issue Date: 12/23/2005 i Receipt No.: i R06 -00016 Payment Amount: 58.00 Initials: JEM Payment Date: 01/06/2006 11:40 AM User ID: 1165 Balance: $0.00 Payee: JOHN R O'NEIL JR. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- -------------- ------------ Payment Check 7012 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 doc: Receipt Printed: 01 -06 -2006 f ' f 1 4 Z " W J 0. . U0: ( 0 o C0 Uj W = N tL W O L Q c �. = �W z F- ' t— O Z H- W5 Ua ON C1 F- W W H U- Z L1J U CO) OH Z � k' IS , g C of Tukwila r•os 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 3625 03/23 9716 TO' 58.00 doc: Receipt Printed: 03 -23 -2006 z W ar �. UO Cl) C0 W J = S2 LL w O L? co d . = W t- _ z �-. �O z H- w 25 UQ O N C H =U .. z W U= O z RECEIPT Parcel No.: 7340600480 Permit Number: D05 -412 Address: 12400 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 11/15/2005 Applicant: GROUP HEALTH COOPERATIVE Issue Date: 12/23/2005 Receipt No.: R06 -00382 Payment Amount: 58.00 Initials: BLH Payment Date: 03/23/2006 01:03 PM User ID: ADMIN Balance: $0.00 Payee: SELLEN CONSTRUCTION TRANSACTION LIST: Type Method Description - - - -- -- - - - - -- --------------------- - - - - -- Amount ------ - - - - -- ---- - Payment Check 215351 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 3625 03/23 9716 TO' 58.00 doc: Receipt Printed: 03 -23 -2006 z W ar �. UO Cl) C0 W J = S2 LL w O L? co d . = W t- _ z �-. �O z H- w 25 UQ O N C H =U .. z W U= O z i �.. City of Tukwila rice 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 8003077 1,305.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,301.38 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,305.88 >'S.0 .x.2/2 ?71.6 TQTiL L3 0 c 5 t2 doc: Receipt Printed: 12 -23 -2005 WMWW ( I 1� z Z. JU U 0 No J = H �U- w 0. J U- ? � LU ~_ z t- I- O z F- U� O CO 0 H- LLJ W U_. LL . z . CO) O ~. z RECEIPT Parcel No.: 7340600480 Permit Number: D05 -412 Address: 12400 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 11/15/2005 Applicant: GROUP HEALTH COOPERATIVE Issue Date: Receipt No.: R05 -01836 Payment Amount: 1,305.88 i Initials: )EM Payment Date: 12/23/2005 11:54 AM User ID: I 1165 Balance: $0.00 Payee: GROUP HEALTH COOPERATIVE OF PUGET SOUND TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 8003077 1,305.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 1,301.38 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,305.88 >'S.0 .x.2/2 ?71.6 TQTiL L3 0 c 5 t2 doc: Receipt Printed: 12 -23 -2005 WMWW ( I 1� z Z. JU U 0 No J = H �U- w 0. J U- ? � LU ~_ z t- I- O z F- U� O CO 0 H- LLJ W U_. LL . z . CO) O ~. z i I 1 r l 1 � .. C ity o f Tukw i l a Mae 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600480 Address: 12400 EAST MARGINAL WY S TUKW Suite No: Applicant: GROUP HEALTH COOPERATIVE Permit Number D05 -412 Status: PENDING Applied Date: 11/15/2005 Issue Date: Receipt No.: R05 -01663 Initials: JEM User ID: 1165 Payment Amount: 845.90 Payment Date: 11/15/2005 04:27 PM Balance: $1,305.88 Payee: CORNERSTONE ARCHITURAL GROUP TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 18137 845.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 845.90 Total: 845.90 Z �z W UO CO) Lu rn � J HI NU- W O U. N CJ �w z 1— O z W LLJ � o U ON � I— W U U- 0 •Z W U CO. 0 Z 7354 1.1116 9716 TOTAL. 845.90 doc: Receipt Printed: 11 -15 -2005 I .( INSPECTION RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVIS . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Phone No: VL Apprmed per applicable codes. Corrections required prior to approval. r- F ;r 1: �4 1 1 1' 4 i Project: Type of Inspection: Address: Date Called: Special Instructions: &ate Wanted: a M. Requester: COMMENTS: . i Inspec 7 14 _ f, ^ A-"� Date: � u n $58.00 REINSPECTIdKI FEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: 0 1 Z Z �W QQ� JU UO U o J � S2 LL Lu O 9 5 LL = I. W Z = F— ZO W5 U� O co, W UJ LL H -- Z U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prgle J/ � Type of Ins � Address: f� l Jo Date Called: _ Special Instructions: Date Wanted a.m Requester: Phone No: Receipt No.: Date: 0 1 ' -,� :. ..._,._ �..,».._...e. �... ...w..- w,..- •....,..�w..rr.au+w sw.. uwa.., �... .w.... «+.....»w ................ " .. ... � 4x.ral.r.inttr..�:� . L�i.: �Y.� � :.»"w4..r�,v.,;i..i��txk.,..i�. Z W QQ� JU 0 N 0. C0 W W = F- �LL WO LL co = �. W Z �O W H W U� O N 4 H W W H �. LL O .. Z W U= O z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I 1 ! f SWENSON SAY FAGET A Srmjc'rURAE ENGINEERING CORPORATIOM Structural Calculations For: Rrmrc ��� AMB Warehouse HVAC Client: Trammel Crow Company Code: 2003 IBC Snow Load: 25 psf November 8, 2005 2124 Third Avenue. Suite 100. Seattle. WA 98121 www.swensonsayfaget.com Once: 206.443.6212 Fax: 206.443.4870 REVIEWED FOR CODE COMPLIANCE DEC 14 2005 - ' City Of Tukwila BUTLDTNr. rill/KTON RECEIVED CITY OF TUKWILA NOV 15 200:5 PERMIT CENTER t>()SU=-L412W Z Z �W UO N 0 W= J � S2 LL W O. 9 -. U- c�. =a W ?P z � w w U� O U o � WW u. 0 w z U= o� Z EXPIRES 81251 Dt. = 10 p-,f S+�flw - 'PSI WT O F HvAd, 7G! R 4A G _ rfPn1.trlto 2�� c( O CO lob. F� Lo— CD r tb ro w� = 1� �•�-I- ��� 4�t4 fl ae�A flF �t� 6 - Gti�f w otv P C- �—X fb ZZA0 L L9 L D t�Ao�� 1�pn3r. I P p aA is# S :555,4 S /S' y- 7, 1511 PS ; L ?AL90 e ll ` 411 cV 0 W,M M SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office: 206.443.6212 Fax. 206.443.4870 Project Date Pro]. No. D esi gn _— z w D UO moo. J_ r` T LL. w U . C , ) � =a �w Z_ r~ r_ o Z �-- 2 5. U� o C0_ r_ W LU rr L L . z . W U= O z ShapeBuilder 2.0 Swenson Say Faget Mon. November 07, 2005 Overall Properties Name: Shape1 Sx bottom: 169.8 ird3187.0 in ^4 Area: 78.75 in ^2 Sy: 81.45 in ^3 CG: (0,- 0.822) rx: 3.538 in Ix: 985.6 in ^4 ry: 1.922 in ly: 290.8 in ^4 rp: 4.026 in Ixy: 0 in ^4 Zx: 235.5 in "3 (polar: 1276 in ^4 Zy: 127.8 in ^3 Sx top: 132.3 in ^3 PNA: (0, -1) 1 z Z Q W Q W J U UO Co o W = J �. N LL W O. � } LL Q to Z d HW Z F- O z H- W Ul �p O -. D F- =U U- � z '. —O . W U= O ~: z 4 a l�,f�vw�G n� Q 5L ds)s 5V� PtrlGil Pooe L J�- ,� war►� 2+��a� PoorL M SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite 100. Seattle • WA 98121 OHlref 206.443.6212 Fars 206.443.4870 Project Date Desl n � z z. �W �D U O 0 CO = J F., M U_ WO J LL Q �D z d W Z� F_ O zF W U� O � o �- w u. O. z CT O� z.. Yield Limit Values Z lbs. sin le shear) 2 NDS Rd (Table 11.3.1 B Im 338 Fyb p i Angle 2175 4350 5 — 0.025 987 - 4.5 1 ,.. ! :;. in :�t� �' .•t:t A Is . in Fem PSI Fes psi Yeild Mode Z lbs. sin le shear) Z lbs. (double shear) Rd (Table 11.3.1 B Im 338 338 5 Is 2175 4350 5 11 987 - 4.5 Illm 361 - 4 Ills 440 881 4 IV 1 507 1 1014 1 4 < --Bolt Diameter <- -Dowel Bending Yeild Strength < --main member dowel bearing length < --side member dowel bearing length <- -Table 11.3.2 <- -Table 11.3.2 z W. Uo J = I- Cf) W. W O 9 _. U. Co = a �W z z F-. i- O z t_ W LLj �o O N' C E- W H U W H • • z- CO W O� Z Sin le Shear 1 338 lbs Double Shear 1 338 lbs � / S__ii5 - 7.1 =__7 (5) II "4 vwr4. r /� SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue . Suite 100 . Seattle . WA 98121 www.swensonsayfeget.cem Office. 206.443.6212 Fax: 206.443.4870 Date: Project #: Design: Sheet 11/12/2005 1523- 2005 -01 -00 ZFK X15" i';w... ..� ...+ .J:....n� Y.l: s•; r.•.,:' ia.. tah6.;:: wA.: i.. a' u. t, d�.: k..:.. iui: + >.�}._'K:u.41A".,�.'c.5.....: • :u.4+:.idscY:Lr:..:iwwt <,..1. + - • - :ai: 1.l::>ti.�':ii,., i . S w LL e-- �15 (I I (o 0D*- EXt S't 7 t 1 F,p - o , 30e wQ 1 z fl �DZ CQct7� � � t� t� C SWaY Ot�i� �e J = ©Z2� W 2.4"0no ( 1�5 rf�) % > , 000 1 -- tTbl = 3C,g V. rn:) 4. s7 �•��� Fp = 5 l (0 o ra SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100• Seattle -WA 98121 Office: 206 Fax: 206.443.4870 i roject Date 5z1V''S. ProfProJ. N Design eL__• z W' W U. UO N 0. W= J H LL W O LL Q' �D = �w z� r- O W~ LLI U� .O cn. C) E- w w �F LL O . z . w U= O ~" Z r _ 1 _ 1 — 1 1 1 City of Tukwila, Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Alex Clark Cornerstone Architectural Group 1904 3` Ave, Ste. 500 Seattle, WA 98181 RE: CORRECTION LETTER: #1 Development Permit Application Number D05 -412 Group Health Cooperative —12400 East Marginal Wy S Dear Mr. Clark: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments . have no comments. Building Department: Ken Nelsen, at 206 431 -3677, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications., and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messen.eer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Y1� �l� e n eer arshall i echnician encl xc: File No. DOS -412 P:UennireACortection Letters\DO5412 Correction Ltr #LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 'nl � �i�. .C. .4., > r,. .:in7..ri; U'•+.m: «� d.!' s..isr'g'� � kl rt i. .Si '�' � flfSiL`.•Jr..{wi.� 11 ,. ,.. r . e.iR l:k "1•.�af•641N.ii; :c2Wf»' �.r�irC3i].dc:..�a.•.st't�:: :el j;, ,m'::r�Lti,� y, »4,i�....ry�Ax.atiC.1' v..{a idJ'.ar•jC...ss�.,7:5ii'�4:. Z �Z '~ w � JU UO N J F- U) L w �Q cl) = F .. w Z~ F- O Z 1— W5 U� ON o� W LLF- LL O ..z w U= O F- Z Building Division Review Memo Date: Nov. 29, 2005 Project Name: Group Health Cooperative, permit application Application #: D05 -412 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject permit application. Only one item of concern has been noted at this time and is more of a technicality. Please address the following comment with revised plans and /or other applicable documentation. 1. The existing mezzanine areas are proposed to be enclosed by partition walls. As a general policy, this Department requires that all rooms and spaces be labeled on the plans for occupancy use. This occupancy identification is used to maintain existing uses and determine egress requirements. It is assumed the subject mezzanine areas will continued to be uses as warehouse space. However, we require the'floor plan be revised to identify the occupancy use for the review record. No further comments at this time. Z i= Z. �w QQ JU UO N J = 1-- �U. w O 1� La =d �. w Z Zo w w UL3 o (D C1 �. w LL z LLi U =, O ~: Z 1 -� PERMIT GOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -412 PROJECT NAME GROUP HEALTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued SITE ADDRESS 17401 SOUTHCENTER PY DEPARTMENTS: y0 (0 Buil ng Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Comments: Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROZING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APP ROVALS 09 COR RECTIONS : Approved i Approved with Conditions❑ Notation: REVIEWER'S INITIALS: DATE: 03 -16 -06 DUE DATE: 03-21-06 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 04-1 8 - 06 Not Approved (attach comments) ❑ Documentstrouting slip.doc 2-28-02 E � .d'.• .,7... :.1r.�. 3H.. .au:,>' .:w.� nr, ,,,e;,taup;,c :otlt,�li •x(r�4k a. '.2S. him'..:. w�.: e;..°: �{,.,. pai�L{ aert 'w',�i1W:xr..{�,arcls.:.r�nu• ids,. v:..:. aCiuws: a. e:. a' �, Ltii: uw :�«x:..Nie:�xA:tai�e.i•: «L.ti.. u.LV 7':3.�.'.Y.lii�w DATE: z �z '~ w JU 00 NO Cl) LLj J � Cl) LL w �Q rn � 3: �. w Z w� �5 U� O N 0 I-- w LL O w z U= O z I r PERMIT COORC COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER DOS -412 DATE: 1 -3 -06 PROJECT NAME GROUP HEALTH ADMINISTRATION SITE ADDRESS 12400 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEP ARTMENTS Bull 14 Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 1 - 5-06 Complete 16 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved Approved with Conditions ❑ 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 I DUE DATE: 2-2 Not Approved (attach comments) ❑ z �z �w JU L) 0 013 J = F- CO w w O J U- ? 0 = w zO W �5 U� O - 0H W F7� �z LLi U= z HERMIT DOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -412 DATE: 12 -12 -05 PROJECT NAME GROUP HEALTH COOPERATIVE SITE ADDRESS 12400 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Avu Buil ing ivision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 12-1 3-05 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents/routbig slip.doc 2 -2g -02 {:,. ..i� ai,u+ w��,w ,.«,� +w,.a:. s•{xnWwaw,. ...+t.vs k:r.2 a:. „ ,,�...•.,�L:,u.a+.�.w:.vN>..n.x :.:u,as�.l.:Y.x „t }?.;:�yw.v� :.�Sti.v.tiw:: ut ».:.i.+.iY."�y <„r:...'s -as i:i.i,'✓.vi".'au�ti..rc.,+ .:�.w�x ?::i.::... DUE DATE: 01-1 -06 Not Approved (attach comments) ❑ z _~ i~ W JU 0 CO J = CO U- w La co =w zF- ZO w w U� O co o1-- w LL O W z CO F- H z PERPAIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -412 DATE: 11 -15 -05 PROJECT NAME GROUP HEALTH COOPERATIVE SITE ADDRESS 12400 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DE"ngDi �A Bu n Public Works ill A W & Fire Prevention Structural ❑ P alt II.11.vS ing Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) I Complete Incomplete ❑ Comments: DUE DATE: 11-1 7-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROW ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only II CORRECTION LETTER MAILED: ` 1 0`7 Departments issued corrections: Bldg'J Fire ❑ Ping [I PW ❑ Staff Initials vuwMU11 -Muung wN.uut 2.2M2 �,i•. .:r.. ... 4L+.L: ... i...td.. . , . :sexuruiwci:�:.> .A�- .u,Yz'in'v:. r.�rx'...,. :..a,r.. a:i:,t. p; >.3.x:i.. 1.;t..>'r� u 5 .eft....: 2, . �;✓ a: ik.:.+ x�. i, u: w' �.:. y.�.,..axi...zdf.:m:.d:,'•`.rti "f's:.rieN..,� .�«'ri.1G uf.� f G ktW4 st. ,�40; .f' � •i. DATE: u DUE DATE: - 12-1 5-05 Not Approved (attach comments) z �z '~ w JU 00 CO J = U- 0 UQ = I .-w z Zo w Lij �o U O� a 1-- . wW �O w z U= O F- z PROJECT NAME: PERiti11 br = - z Site Address: Ir��c�o t c�,,,, lLl, yw .,�'�,1 Origina� Issue Date: � -2-3 REVISION LOG Revision Date I Staff I I "Staff No, i Received I Initials Issued Initials -t -o(p Summary of Revision: h�_iJ( Y ;nom [I,I� A.�n i� r., ��, D 1.1 14� Received By: oc�c�a,��t - -� (please p tl Revision No. I Date Staff Received ! Initials I Date Staff Issued ` Initials Date ! Staff I Issued Initials Summary of Revision: I Received By: (please print) ' Revision Date I Received Date Date ! Staff I Issued Initials Staff I Date Received By: Staff No. Received I Initials I Issued Initials (please print) Revision No. Date I Received Staff Initials Date ! Staff I Issued Initials . 7 Summary of Revision: Received By: tptease pnnu i' ■ �����i������ .rr�`iwr..'�,�,�Ye .. . , �A1!. . .:. alt.! M�R' P+! x 'ri.7tghlv`..i�C+iv_'6'd�'!�C�i :CN0 .z RkYRg�`7fi917+.�' I' z Z �w QQ J0 00 0 C0 I— CQ LL w 9-j U. co a =w ►- _ F— O z 2 D0 ON 0 I— w -O ui z co 0 P O z 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 Steven M. Mullet, Mayor Steve Lancaster, Director REVISIUN SUBMITTAL Revision submittals must be submitted in person: at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �v l� Plan Check/Permit Number: , ❑ Response to Incomplete Letter # tYt1j ❑ Response to Correction Letter # �A .J Revision # - 1 after Permit is Issued MAR � 6 2 006 ❑ Revision requested by a City Building Inspector or Plans Examiner Fit rcE, Project Name: Project Address: Contact Person: ly Summary of Revision: t,4.WA�xg- 6VA Number: Zo(o' ! �4 " 5004' I Sheet Number(s): !� pf G F� G t k I M 101' k "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Cp \a ppl ications orms- applications on line evision submitta Created: 5 -13 -2004 Revised: Z Z �w QQ D J UO W= S2 LL wO La �D = �w Z WO w U ON off w U. O .. Z w U= O Z 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: / /Nnviv.ci.tukwila.tiva.its Steven M. Mullet, Mayor Steve Lancaster, Director RECISION `SUBMITTAL r Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the retail, fa-v, etc. Date: �2 ^ Z (- �J Plan Check/Permit Number: -Z) J q1 z- ❑ Response to Incomplete Letter # AMWO ❑ Response to Correction Letter # ITY O 'rtlwwu I A Revision # � . after Permit is Issued ,SAN - 3 2096 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: A'7 YJ r2 Ui.��I" {-�d ui� V l-- V (JrL AW6 / G /� ()tl� Project Address: / 0 O0 r X lh,"C VA2 c/ 5�1 Contact Person:_ rx CLAW /C Phone Number: Summary of Revision: Sheet Number(s): 1 2 "Cloud" or highlight all a eas of revision i cluding date of revision 1 Received at the City of Tukwila Permit Center by: M 1 +( Entered in Permits Plus on < app ications forms - applications on linelrevision submittal Created: 8- 13.2004 1 Revised: t Z = F- '~ W WD UO !n o J H CO LL WO J LL j � �W z WO 25 U ON o�- W F- W Z CO O Z i„ nM 7 REVISION SUBMITTAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http:Avmv.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Date: (2 12 ` / '5 Plan ChecldPermit Number D05 -412 Revision submittals must be submitted in person at the Permit Center: Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # kv ® Response to Correction Letter # 1 DEC p 2 F] Revision # after Permit is Issued 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name Group Health Cooperative Project Address 12400 East Marginal Wy S Contact Person Alex Clark Phone Number: Summary of Revision: Sheet Number(s): 2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �4 Entered in Permits Plus on 12 - I �Z- - D pp ications orms- applications on line evision submittal Created: 8 -13 -2004 Revised: �.:..,i,;,:c;:... .�i.v..... '.. u .:.,r iu., a' �5. ��:: i....,..:.. �.•:+ �s. 1.: �::. n:. a: ..u.i:.ti:,:ri.+..i:;�_.ias....} . ��r...�.,.,.,:t.... �.i4 �i� ' +�.G.? +A�u+[.:+.ilxdw`c,;s2iiL tt: dicJ: 1:' +�+ww,scaw:;'i�4t:1i4i1tsth.�w. .;u.:':�vl ` z Z. '~ W � JU UO ND CO ui J S2 IL W �Q CO T O Z �. �O w ~ w U� ON o E- w "-- O 111 z to O z Look Up a Contractor, Electriri.an or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License SELLEC *372ND Licensee Name SELLEN CONSTR CO INC Licensee Type CONSTRUCTION CONTRACTOR U BI 578006698 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 9970 Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2066827770 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/1963 Expiration Date 6/1/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BARRETT, ROBERT E 01/01/1980 BOYESON, WILLIAM R 01/01/1980 REDMAN, RICHARD C 01/01/1980 BADGER, WILLIAM B 01/01/1980 DICKERT, DENNIS A 01/01/1980 CARLSON, LORI L 01/01/1980 HAFENBRACK, CHARLES 01/01/1980 https:H fortress. wa. gov /lni/bbip /priilter.aspx ?License= SELLEC *372ND Page 1 of 4 12/23/2005 [� .... ....... .... .. .. :... ... � �:. �.. :;s.:, ... .•... .. _...��., .. �.. .....:.r �.��1..4.; ia... .,.14:.3;... �W' .,;l:It ° .iwx. 6:A+i;:..wi.. <.:,:.,�� et.6.:.� �A...e..,..».rn.wi.�.f _;:5;.4y 1' ..,o:�u'�. i� �,�:: 4; ::. vi,9:. �s �:.•Ut,�' }a�iti%v}.ar.Ji+lirir :a�. ..... +� a�:. �, �a.,y,<..(. .c�rx Z �Z �W lY �. �U 00 CO 0 co LLJ J � NLL WO LL a Wa = �W Z H ZO W 5 U O C. o I— W W H �O •Z W U= O Z •1 GROUP HEALTH COOPERATIVE AMB WAREHOUSE HVAC UPGRADE GENERAL NOTES GENERAL 1. IML UPI TRACTOR 5MALL UE RESPONSOLE FOR SAFETY N THE AREA OF WORK N ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER /ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPQRTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OMAN EW ElNSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS. 4. NOT USED 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES- N CASE OF ANY CONFUCT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS I. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO DNISTNG CONDITIONS IS GIVEN AS THE BEST PRESENT KNOKE'DGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DNENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFEC71NG THE DESIGN PRIOR M PROCEEDING MOTH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL TD THE FINISHED FACE OF WALLS. UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT E DISCREPANCIES ARE FOUND. 4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES To ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. FIRE PROTECTION I. I'm MUiLUnun 04-IMAMA15 DE5G7Nl -UUU AS REQUIRED. SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL. 2. PROVIDE FIRE PROTECTION AT ALL PFIIETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. 3. SUBMIT (2) COPES OF THE FIRE PROTECTION DRAWINGS TO OIMNER FOR REVIEW BY OWNER'S INSURANCE CARRIER. 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING CODE AND LOCATE PER FIRE MARSHALL'S DIRECTION. 1 FIRE EXTINGUISHER PER 3.000 S.F. OF BLDG. AREA WITH 75' -0' TRAVEL DISTANCE BETWE N EXTINGUISHERS. EXTINGUISHERS U.L RATED-4A 5. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICAL. ME0 ANCA1. PU MBIW AND COMMUNICATIONS CONDUITS. PIPED AND SIMILAR SYSTEMS PER UNIFORM MADING CODE SECTION 302(d). 6. FIRE STOPPING: GROUP HEALTH COOPERATIVE REQUIRES SPECSEAL PRODUCTS BE USED IN CONFORMANCE TO SPECIFIED TECHNOLOGIES INC.. CONSTRUCTION I. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL. MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVHUNG WALL BLOCKING REQUIRED FOR WALL AND COILING MOUNTED 1 70M 3. THERE SHALL BE NO EXPOSED PIPE. CONDUITS. DUCTS. VENTS. ETC. ALL SUCH LIES SHALL BE CONCEALED OR FURRED AND FINISHED. UNLESS NOTED AS EXPOSED ON CONSTRUCTION DIRA04M 3 4. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE RM- 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSMILAR METALS - 6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMING CONTRACTORS i FOR ALL REQUIRED ROUGH -NS„ AND TRDIHCNING REQUIRED FOR ELECTRICAL AND PLUMBING 7. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS **RE WOW IS DCPM To THE �- EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOL.. 8. DISCREPANCIES BETWEEN EXtSTNG CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT: E CEILING I. CEING HEIGHTS. WHERE INCA. ARE FROM FINISHED FLOOR TD B0nO M OF CUM FINISH SURFACE. l FINISHES I. ALL PANT AND WALLCOVERNGS 94AL.L BE APRED N ACCO RI)AMCE M1f1H THE MMXEAClUI* 'S RECOMME RATION& 1 2_ PREPARE FLOOR PER 1MANUlFACTUROrS RECOMMENDATItI1S TD PROVIDE LEVEL AREA FOR c FLOORM NSTALL.ATKIi AND LFVEl. FLOORING TRANSITION& n MECHANICAL & ELECTRICAL 2_ MECHANICAL & ELECTRICAL CONTRACTORS 94ALL BE E E RESPONSKE TO MANTAMN COIPUMNCE WITH APPLItJIBII.E COTES AND STANDARDS. AND OBTAIN ALL NECESSARY POUTS z AND APPROVALS, 3- DEVUTIONS FROM DIMENSIONED LOCATIONS MUST BE APPRO M BY THE ARCHITECT OR 011111E05 PR'J.ECT UANACER- t c 4. OI PAIICES BETVM COSTING 000706 AND CONTRACT DOMMOMT5 9%u BE _ CALLED TO THE ATTEN `IION OF IHE ARCHITECT. /''�• NOTE: I K� - 1. MIEC3KMlfCAL SYSTEMS ADO COiOli'ta5 UNDER SEPARATE COIi1RACT_ COITIIACTCMR 70 • =_ COOMNAiE ALL SYSM4 40 DRAMCS. ANY l 0PMIL7ES SMALL BE VIROU . TO lH# ATRXTCH OF THE AAQ41£CT. Z ELE CTRICAL r. SlExS AM CON 'T. MS urDE9 S PMA?E oarIRACT_ CWR CTUP TC iCXMDPATE AwL ST51EMS AM DRAMNIGS ANfY 0617REPANICE;S SMALL BE BROUG W. TG THE AT E NTIOl i OF 111E ARC HIIEC'T. .. ROOFNc DESIGN DJU, ALl INS TAUED DUP S ARC SISIElMS SK46L UPMTAN DOSIMIG f l^ J c tz- i t c c c tyr --. .air- - .. -..- -� - ,Jf . ,.._... -- _•.._ � _ _. - - - --- - - -- - -• - - -- - _ -- ____ __ - __ - _ . ._ .. - .._ _ - _ - - -- - ._ . _ _ - _ _- LEGAL DESCRIPTION THAT PORTION OF TRACTS 21, 22. 31. AND 32. RIVERSIDE INTERURBAN TRACTS. ACCORDING TO THE PLAT RECORDED N VOLLNE 10. OF PLATS. PAGE 74. N KING COUNTY. WASHOWTON. YORE PARTICUI.ARLY DESCROM AS FOLLOWS: BEGINNING AT A PONT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET. AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846. THAT BEARS SOUTH 04059' EAST 165.03 FEET DISTANT FROM THE PONT OF CURVATURE OF THE WEST MARGIN HIGHWAY ENGINEERS' STATION 76 +05.30 SAID PONT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREE RECORDED UNDER AUDITOR'S FIE NO. 7506090402; THENCE SOUTH 0433'50 EAST ALONG SAID MARGIN 615.17 FEET TO A PONT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS' STATION 68+25; THENCE SOUTH 5819'00 WEST ALONG SAID HIGHWAY MARGIN 230.32 FEET; THENCE SOUTH 180910' EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET M THE SOUTH UNE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 8917'24' WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TT) THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABUS ED BY WARRANTY DEED FOUND N KING COUNTY RECORDS. KING COUNTRY RECORDER'S NO. 7412090465; THENCE NORTH 1838'24' WEST 442.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 1254'24' WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 100724' WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AWMJENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 8917'24' EAST PARALLEL TO THE SOUTH LINE OF TRACTS 31 AND 32 RIVERSIDE INTERURBAN TRACTS, A DISTANCE OF 77030 FEET TO THE POINT OF BEGINNING. TAX ID ENTIFICATION NUMBER s reWxion` N AtiJ<lITm �s � ` s aD 00 NORTH VICINITY MAP SCAL.JE: NTS CODE INFORMATION PROJECT TEAM r 1. B xmc ADDRESS 12400 E MARGINAL WAY S. UGHT1NG SUMMARY SEATTLE. WASHINGTON 98124 1 ANOMK110N CITY OF AlKI LA 1 LAID USE ZONE MCA LIGHT IDLISIRY 4. BUI.ONG CODE 2003 IBC • WA. STATE AIE10M AID CITY OF lUKlI LA ADME O ENTS 5. C061RUCTEN TYPE TYPE 5-N 9WOKM OOSTMG BLEDr1G 270.937 SF 6. OCCUPANCY GROLIP Nt AREA OCCUPANCY S.-1 WAREHOUSE 7 . 9MPE OF WW( • REPLACEMENT OF MECHANICAL TMS PROJECT EMOU NT ON ROOF • ADD ENCLOSURE WALL AT MEZZANINE ALL WORK TO COMPLY TO THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE 2003 EDITION INTERNATIONAL MECHANICAL CODE 2003 EDITION INTERNATIONAL ELECTRICAL CODE 2003 EDITION INTERNATIONAL FIRE CODE 2003 EDITION NTERMATIXNAL PLUMING CODE 2003 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI/NFPA 101 LIFE SAFETY CODE 1991 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CH•TS 11. 13, 20. 243 WASHINGTON STATE FIRE LAWNS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 1996 WASHINGTON STATE VENTILATION CODE 1995 FIRE PROTECTION BY 8 OER DESIGN TO CONFORM TD WFPA 13 REQUREM NTS SUBMIT DESIGN & DRAVA NGS TO ' 7UKMLLA FIRE MARSHAL FOR APPROVALS ANY AMMiEHDMENTS TO THE BC BY THE CITY OF TU KWWLA. WASHINGTON STATE NON- RESIDENTAIL ENERGY CODE DATA ENVELOPE SUMMARY NO CHANCE ' UGHT1NG SUMMARY NO NEW FIXTURES - RELOCATE EXISTING AS SHOW PER PLAN MEC HAINCAL SUMMARY MECH. UNDER SEPERATE PERMIT PARKING CALCS Z Q a oC rm mdow Opp M is ubw to am$ ad awanim ��cw�rpN m W Q0 3: U.i cn C) ul LLJ 0 aRcuu11oN ki �� v4y � PROPOSED NORiH NEW WORK 1ST FLOOR SITE PLAN REIrTEWEL FOR CODE COMPI -SANK ,Aoeen%pcn MAR C 1 _•.,.5 l i&. Of T RI III Mir nn f=i f ofto �1N 9• �M cowt w i� .r POI* PA" i" s WA wgft a NlrrMl On sd tr clad IIIw► w2wo aM omm oft rIIrmp GMs SCALE: 1' - 100' ROOF TOP UNIT -\ W 1p, M t zo N� GASWT o� �N x 00 & SEALANT 0 V) a IL 24 6A► 1 C ESM 4' DUOCVW (INY tea) r . W �- V zLu o . - - ' � PRE- a�W U a 0 >a STM , AIESRNE 60 REVS. = W lLq H aDkO • JOS FOAL O < a N O C4 rwOA » A,doIIa b" Xrao �Y -7 i f ALE ! ARK STATE OF Vv.,sr4l- ulv f ofto �1N 9• �M cowt w i� .r POI* PA" i" s WA wgft a NlrrMl On sd tr clad IIIw► w2wo aM omm oft rIIrmp GMs SCALE: 1' - 100' GROUP' HEALTH COOPER 521 WALL STREET SEATTLE, WA 98121 (205) 988 -7729 PROJECT MGR: JOHN O*E]L CORNERSTONE ARCHITECTURAL GROUP 1904 30 AVE SUITE 500 SEATTLE. WA 98101 (206) 682 -5000 PROJECT MGR: ALEXANDER CLARK ALA GASIV ED Ha HO SrC11 M - (2) Wt PER SIDE --- 26 GA SS SKWT FLASH= OcTErIDNMs �I' UK 1!/ NOTED p!- N'AS�I f/ G1 END ss POP a* • I>r' C>LC. so-W Hors. L"m 111DOtANE SASE fT ASH MG - IDCIEIO OVER TIT' OF CUM - BAK RASIMM -� l'\, q MM�wTLBaI p aw AEON. l �-. - 1 LT SM]LDEIRED GAL FL SHG WN/ C mK VER 1M LEG --, GASIE D NIX HD ST7ETMI5 - (2) w- PER SIDE --� P.T. 2K cm AT SCALE: 3-= f - or DRAWING INDEX AC COVER SHEET A2.0 OVERALL PLAN A2.1 MEZZANINE PLAN AND FLOOR PLAN A4.1 BUILDING AND WALL SECTIONS - DOOR SCHEDULE A6.1 ROOF PLAN S1.1 GENERAL NOTES /DETAILS S2.1 STRUCTURAL PLAN M -1 ROOF PLAN HVAC M -2 FLOOR PLAN HVAC i t O 'r A n �iS41 C1IIrN8 10 e Ryf m r .,LISA as au T•" rl STip WILL � LTAIL - ` SCALI: rm -. .... .. - =aJti "... p..7�. 's�a."r"'.:..f.ir *�T3z�:� - - �- ► ate. +�.- -•�4- � � •iaii t ... ... .1,.:^t. 1 i'.. .cw. =�.� � . - • _ _ a•� �..fic •�. �- .-� � _ �..�� _- � �. _. �._ � ,_ #A- 4XV- ROOF TOP UNIT -\ GASWT jr AMC") r 00 & SEALANT 3 ifS.JLATFD ' 24 6A► 1 C ESM 4' DUOCVW (INY tea) r . . - - ' � PRE- STM , AIESRNE 60 REVS. (BY �) .' (M MreRANE SA~9E IFL91C LAMP SEALANT aDkO • JOS FOAL - , ' (q 000 MEllt»IRnrE HEAD 'P.T '. i (QI�"ATCM PLY RNFPAj -. . ; BMOC 10 CUT rISIA- VEAINM SEAL • ODOR ,� .- - - ; Al Afam I" AT 11MIC 1940 AKA) of MIOX as am a ORL y 11" so& To •11TNDl Am vim L g+c>tlorllrL Dove lb aMloarc Amato (lewC s�oElr 5 s KARS As Im fa Our p pe � +rra ACJJSTAM 5Dft • ArQE � CAIAaif •MO•T • sm I* "Im 31" CLONE -,,ETAIL _ UNIT CURB- 2 . - SCE: 3'= -o `..;_ _ - sc^k 3'= , -w GROUP' HEALTH COOPER 521 WALL STREET SEATTLE, WA 98121 (205) 988 -7729 PROJECT MGR: JOHN O*E]L CORNERSTONE ARCHITECTURAL GROUP 1904 30 AVE SUITE 500 SEATTLE. WA 98101 (206) 682 -5000 PROJECT MGR: ALEXANDER CLARK ALA GASIV ED Ha HO SrC11 M - (2) Wt PER SIDE --- 26 GA SS SKWT FLASH= OcTErIDNMs �I' UK 1!/ NOTED p!- N'AS�I f/ G1 END ss POP a* • I>r' C>LC. so-W Hors. L"m 111DOtANE SASE fT ASH MG - IDCIEIO OVER TIT' OF CUM - BAK RASIMM -� l'\, q MM�wTLBaI p aw AEON. l �-. - 1 LT SM]LDEIRED GAL FL SHG WN/ C mK VER 1M LEG --, GASIE D NIX HD ST7ETMI5 - (2) w- PER SIDE --� P.T. 2K cm AT SCALE: 3-= f - or DRAWING INDEX AC COVER SHEET A2.0 OVERALL PLAN A2.1 MEZZANINE PLAN AND FLOOR PLAN A4.1 BUILDING AND WALL SECTIONS - DOOR SCHEDULE A6.1 ROOF PLAN S1.1 GENERAL NOTES /DETAILS S2.1 STRUCTURAL PLAN M -1 ROOF PLAN HVAC M -2 FLOOR PLAN HVAC i t O 'r A n �iS41 C1IIrN8 10 e Ryf m r .,LISA as au T•" rl STip WILL � LTAIL - ` SCALI: rm -. .... .. - =aJti "... p..7�. 's�a."r"'.:..f.ir *�T3z�:� - - �- ► ate. +�.- -•�4- � � •iaii t ... ... .1,.:^t. 1 i'.. .cw. =�.� � . - • _ _ a•� �..fic •�. �- .-� � _ �..�� _- � �. _. �._ � ,_ #A- 4XV- .�P����w �A►•!•�.�r.7- •T►/•.'� ♦..�• �►► • - T" �� •�w�•...• .•. • ••. •. .. .. .w - ..•. .. ..•... .rri ..w�� r�r..r �.�. •... ..� .a. - .,. .... �_ w.. ... .� .. r ... ...•. .... ..... .. - .+... . . ... ... .. ...r. - -.. ... _. .. .. .._. .._ .. ._.. .. w.�. ._ .... .. �.. ..��...- ww.. -.. .� .._ ..� V1 OT ;)Alf: 11 O1'� "R1� `i'�,�(: v r;rnijf' 11F�,f TIC Al ,1R Wtjrf hr,jrf,f- M(, 1Jf►clrr,llr (lt)�,�1)r��winc��,�l►�lr�rir�r rnec.h\A7 rinn ;\n7 0.dW(c i i �D O� �M �D I 1 1 i I I t ( 1 f t i I f f 1 i 1 Y 4� Ke�l i 1-O v - G , r i t 1 ( i i , r I IC A N A A , a 0MAIL PLAN • DAB: WN/05 PROM NO � REV: • n � � AMB WAREHOUSE HVAC UPGRADE OtOUP HMTH COOMM n MM RAM 94M EAST MMGW WAY SOUTH TUKWLA, WASFMON 98168 -7559 Q t 3: CO RNERSTONE ARCHITECTURAL GROUP V 1904 THIRD AVENUE #SOO PHONE 206.682.S000 SEATTLE WA 98 101 FAX 206.621.77171:. --- -Q ----e L I) PAWIPIt; ';AA�s sr \rP0(tl' )IF AI rlf' AMFI Worrthnrtrt+ k4rch ()pgrcl(fe 2005 \Drowings \In ter ior mech \A? Plops \A2.1.dwq 1 6 I U J i i J. i i w I i I i 1 f > .1 t4 • i : vmmm�v ol 3 11 r' I a d n n r iz 1 � f ■ J I r Oua � • I /tttt� f/t� /fit �. _ _� ii �� w1.'- r� � �. F-T ! f 1 f tow IM I amosm I I ( I I r N *r 1 I room, I a V-- I r I I I I T I I I � I I --jvr , -MrlF- i rTAM- 1 I I I L � I rw.w a - 1 IN/ III !' SET *T Tw: M ZZANN OLMI AND RDM FLM DATE W9105 PROICT NO: REVMM. L�S 1 zr z/"M Q a/8 /2006 MEOW jo nu ►--i t) rr r rl M B WAREHOUSE WAC UP��RADE scour Muni COQMZAM ADMMMM MM "MC V4W WT MMQq& war SOM nVM, WM*CTON %W-B59 a M �x CORNERSTONE WAM ARCHITECTURAL GROUP _ 1904 THIRD AVENUE 0500 PHON 206.682.5000 SEATTLE WA 96101 FAX 206.621.7717 0 T.0! CONC. PANEL - T_ I I - jk 14 Y MEZZANINE FLOOR I I I FINISHED FLOOR EPDM ROOFING TO MATCIi EXISTING OVER X PLYWOOD OVER 2x6 0 16 O.C. OVER R - 38 INSULATION W/ VAPOR BARRIER I 8��8e °e °e O � D N UNIT TO BE REMOVED 4= NEW HVAC a 00 0 °e��0 UNIT TYP. F 'J 0 _..._--- - - ---- ---_--._._-_.-------------- I I i I I I I I 1 - 1 z uj � I i o I a � uW de :) o I u Q �p i < �; o< � N I i i 1 O Cor"wou rN ArcNtwb1►d Gr o!!p I �D i Q Pf�m F\ - -- - - -- _, - - - c- r / rt _C L c 3 C C F, t ! G 1 4 c v �/ \/ a NII�NNLAT® A SM CM t/ a oven" DOOR TYPES __-,C�m- scsu_ M mum NEW FRAME TYPE - r�= 9CIIEJE 1/vm 1t`-{Nr' r t.0 CONC. _ PANEL 1. ADD WEATHER/SMOKE SEAL e c 2 HARDWARE TO MATCH FACUTY STI PROVIDE OT04M TO WC SYSIE PER ELECTRICAL. OVR*R gummmam 1. ALL HARDWARE TO HAVE LEVER HA SHALL CONNFORM TD THE 2003 ID WITH WAISHN070M STATE AIE10 CITY OF AIM AIETOiQFT 2 ALL ENS TING RATED OPENINGS TO NO CHARGE 1 '_O MEZZAIIE FLOOR �w,�a ame WALL m EDGE OF )' T&G COX 3 e "T DOR03�29N 4) A = � 4 � 1 ` �4 irk - 2(6 M1L STUD WALL PLYWOOD • INTERIOR OF MEZZANINE AT DOOR ONLY HM FRAME GROUTED HM FRAME 1 0i o' r 4 w_ 3 J SCALE: 3 "= 1' -0" f61e GA MTL STUD WAU 0 16 O.C. W/ 4 T&G; COX PLYWOOD ON W ARDIOUSE FACE OF STUD - EXTEND TO SIRUCIURE ABOVE. PROVIDE EXPOSED FASTENERS GCREMED TO STUDS -- EXISTING CURB EPOM ROOFING - 10 REMAIN CONTRACTOR TO DESIGN/MD FOR SWALLA110N. DWALLA71ON TO MAINTAIN 71 'WARRANTY (SUBMIT 'WARRANTY CERTIFICATION) '- COX PYWOOD BASE. A\ IYP. EXISTING STRUCT. TO REMAIN. TYP. SCALE: 1 1/2"= V -0" SC^JE -- t /2"= 1`--o' T� 0. CONC. PANEL j % 1 4 ' -O' 'w MEZZANINE FLOOR t� 'o i STANNIESS STEEL EXPOSED FAS1Et*E3tS 70 ALIGN CONIIIUGMY. PROVIDE SS SEAT AT ALL FASTENERS PROVIDE SEALANT A BAOCER ROD AT ALL BUTT JOINTS SNNI704 FOR Scroomft ow AT IEZZME ; wow lo u b i r - 4 SECTIM OJNTERIOR ROLL,— l 7 UP DOOR SCALE: 1 /v': W a O 1'. LOCATION OF EXISTING HVAC O � D N UNIT TO BE REMOVED 4= NEW HVAC a 00 0 UNIT TYP. F 'J 0 _..._--- - - ---- ---_--._._-_.-------------- I I i I I I I I 1 - 1 a NII�NNLAT® A SM CM t/ a oven" DOOR TYPES __-,C�m- scsu_ M mum NEW FRAME TYPE - r�= 9CIIEJE 1/vm 1t`-{Nr' r t.0 CONC. _ PANEL 1. ADD WEATHER/SMOKE SEAL e c 2 HARDWARE TO MATCH FACUTY STI PROVIDE OT04M TO WC SYSIE PER ELECTRICAL. OVR*R gummmam 1. ALL HARDWARE TO HAVE LEVER HA SHALL CONNFORM TD THE 2003 ID WITH WAISHN070M STATE AIE10 CITY OF AIM AIETOiQFT 2 ALL ENS TING RATED OPENINGS TO NO CHARGE 1 '_O MEZZAIIE FLOOR �w,�a ame WALL m EDGE OF )' T&G COX 3 e "T DOR03�29N 4) A = � 4 � 1 ` �4 irk - 2(6 M1L STUD WALL PLYWOOD • INTERIOR OF MEZZANINE AT DOOR ONLY HM FRAME GROUTED HM FRAME 1 0i o' r 4 w_ 3 J SCALE: 3 "= 1' -0" f61e GA MTL STUD WAU 0 16 O.C. W/ 4 T&G; COX PLYWOOD ON W ARDIOUSE FACE OF STUD - EXTEND TO SIRUCIURE ABOVE. PROVIDE EXPOSED FASTENERS GCREMED TO STUDS -- EXISTING CURB EPOM ROOFING - 10 REMAIN CONTRACTOR TO DESIGN/MD FOR SWALLA110N. DWALLA71ON TO MAINTAIN 71 'WARRANTY (SUBMIT 'WARRANTY CERTIFICATION) '- COX PYWOOD BASE. A\ IYP. EXISTING STRUCT. TO REMAIN. TYP. SCALE: 1 1/2"= V -0" SC^JE -- t /2"= 1`--o' T� 0. CONC. PANEL j % 1 4 ' -O' 'w MEZZANINE FLOOR t� 'o i STANNIESS STEEL EXPOSED FAS1Et*E3tS 70 ALIGN CONIIIUGMY. PROVIDE SS SEAT AT ALL FASTENERS PROVIDE SEALANT A BAOCER ROD AT ALL BUTT JOINTS SNNI704 FOR Scroomft ow AT IEZZME ; wow lo u b i r - 4 SECTIM OJNTERIOR ROLL,— l 7 UP DOOR SCALE: 1 /v': W a O 1'. O � D N z 0 4= a 00 0 F 'J 0 v)a I I w �` I V z uj � I i o I a � uW de :) o I u Q �p i < �; o< � N I i i 1 O Cor"wou rN ArcNtwb1►d Gr o!!p I �D i ALEWD& J. GLAFv( STATE OF WASHNOTCU k i i f W U. i Q Q 3 W4 w I a m a � oi l A A a • 1 ` y _ r ,-...� _r _ . a...� -•7 +Fn.�r.�t:..... - , +. .� - _ �'•�I► '��.� _ 4,.� .. ..��iia A4105 SCALE: 3/4 "= 1' - r �'I Of nisi (t ; tl /t 5r Pic, li "'All ; V \CV( )i►I' III Al 1+1 AMB Wo tf- h titr ^r Yv( }, (fPgr(j(lr~ 7nm) \nrnwinq!; \Inft!rinr mc',cfi \A8 Roof ri(ln \AH,I.(Iwq • i s 0 1p 1. 1 i I i 1 i 1 , i t i 4 7 r. r a� ( ST Mir MI: ROOF • DA M 1119106 PROICT Na � & v l o CH - REM LOCAflONS i @ -� D><� AMB WAREHOUSE HVAC UPGRADE a mmmmm ��A c oomm D NG � CORNERSTONE GID 124M EAST "GKk WAY SOM €' - � ARCHITECTURAL GROUP TUKWLA WA%MON 8W2559 L � se..,iE w. 911101 . :w FAX 206 iii I General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA - 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION S HALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF PARTITION LOADING . . . . . . . . . . . . . . . 20 PSF MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER SNOW. . . . . . . . . . . . . . . . . . . . . . . . . . . . Pf =25 PSF SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK, THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCT[ON SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. QUAL ITY ASSURANCE 10. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER GE OTECHNICAL 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST I8' BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE. 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/l1NRESTRAINED) . . . . . . .55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1 -5 INCLUDED) . . . . . . . 0.3 RENOVATION 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TC DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 13. EX ISTING REINFORC SHALL BE SAVED WHERE AND AS NOTED ON THE FLANS. SAW CUTTING. IF AND WHERE USED. SHALL NOT CUT EXIST ? Wv REIWORCING THAT IS TO BE S A. A L _ NE W DPE R I N GS `HR )U'C -h E X S - :Ali NA! 5. SLABS ++NG BE AIMS SNAi.L BE N!:.COwL:S►ED By SAW CuT';'rG $I£x*_''rR ?,_ :B B - C�Jh KA ",OF Si•A�_ y.:.: A`_ :4 CJND': 1 ANE LOCAT: OF MEMBERS DROP ING +Ahv )PEN+: C AMA__ ;000W Oxti.wGS S k_ BE +ACC31P .StEC 2* C3R< JK::.:INK. C I• �vS.a3LE. I` IlC'_ S''+-- '--"E ► �r�:' +' +__ sx :S i �E# E!�". Il__ G:" Sr- c3E D WiE: PC MEMBE- Sr +__ ANCHORAGE AV 4: :tj:_.�:V; II :'• :M_� FE�_.•'�rE� ..l�:=c - _ M+::hF• )= =1=::r M�::A�' t�1�:-_ S..a__ zc �>�: _� :� `c• .Ei •: -'- :..:� :t ";�' :►'': :� 4' :�i: zc ST EEL V -'�'- -F : - :E_zN -k = AEF' :t - : :k INC i Aik►': - ? :I:I: • : is : Cff CF Cf aF :4 krv.4P- s A 17. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy A WIDE FLANGE SHAPES A992 50 KSI B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI C. OTHER SHAPES AND PLATES A572 (GRADE 50) 50 KSI (NOTED GRADE 50 ON PLANS) JOISTS D PIPE COLUMNS A53 (E OR S, GR. B) 35 KSI E. STRUCTURAL TUBING A500 (GRADE B) 46 KSI (SQUARE OR RECTANGULAR) MINIMUM F CONNECTION BOLTS A325 -N (3/4' ROUND, UNLESS SHOWN OTHERWISE) DOUGLAS 18. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. Fy = 46 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 19. ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. TH[S MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORD[NARY SPUD WRENCH. FIR -LARCH NO. 2 20. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 21. METAL FLOOR AND ROOF DECKING -- PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICBO OR ICC-ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. WOOD 23. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W. C. L. B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI ( 0 MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS: (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (0 MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2 24. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR -1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.0 Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (1.9E) Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LSL (1.5E) Fb = 2250 PSI, E =1500 KSI, Fv = 285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12_Z OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 25. PLYWOOD SHEATHING SHALL BE GRADE C -0, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED iN LIEU OF PLYWOW. ROOF StEATHINGi SHALL BE 3/4 (NOMINAL) WITH SPAN RATING 48/24. HALL SHEATHING SHALL BE I 1'2` (NOMINAL) WITH SPAN RATING 24/0. REFER ; C() FRAYING NOTES T ES BELOW FOR T YP I CAL NUA I L I NG 2EQl, I REMEyTS. 26. PL Y VW WEB . 0 : S' DESI SHOWN ON P` AN S IS BASED ON jO: S'S YAN��4C':PEJ By T*f 'R'„rS ST .ORPORA "Ok. A4 I ER%ATE PL ,'VDX ME8 J^�; ST Munn A C ,PEPS MAY BE JSED SJBJEC' TO RE VIEW AW A?MRCVAL BY 'HE ARC. 47 T:vT ENiG : NEEP A� ' ANA _ _ JO.: 5 - ANGERS ANC f �£? ►ik". APE YIA v BE SFr - "E: =0P 7 - EIS &-IC -% PRC v : Y 'HE" -A .. C 6- APA iA` = OR EQLA_ CP :�?E + "_� vAi C - :ES. A_...�C. *+ANG`EEPc AW O -*"ARE SnAL_ BE C WA .3LE, .% S.Z_r f ? fM. NEB „ r:Js:L 2 j __ 9 :"t .fit - . _ _ �. �.!" _ 'i Ir. M+SOW* S'•A. - BE ` =4xK ?� • :1,. �:� .Ir?E #'�_ MODE. 4� �J�Jx� .?� Iva _ :RF - EE =c - �ca - E: / :.:►_ 1-__ BE +Fa c iV a:r :2 =1 _!�E; :r. �:� :►= 'iv► I:� :+ :� ")•` :'�.�: +_` :: - � is arm i ♦ - _= '� y»a l�:' k - 3-k- BE 'xa--: a x� ': : 2_ =': Sf�_ k: 9E _SE: #f;"E 2I'= AEE= :ME:' .A► :."'c. ::1► • - i.-� a :: -a_ C.' ±-j. :A-;- ;F Ya F`_• +_ • • a_ : �Ex �'rC .IEEE• .. Nlf _ . *'r .t ..x. •. _ tM: ; �_ i sc �,osx,rv�uct� 1 «. �w IN, dam pos�mw Iz pan mr 7 t :arc Gomm • .. 29. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2005. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS W ITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT' SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 30. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113 8d 2 -1/2" 0. 131` 10d 3' 0. 148` 12d 3 -1/4" 0.148* 16d BOX 3 -1/2" 0.135* IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 31. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS, ALL STUDS SHALL BE SPACED AT 16` 0. C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH Two 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" 0. C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4' 0. C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON- CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4'-0" ON- CENTER EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12` ON- CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1 -1/4' TYPE S OR W SCREWS @ 8' ON- CENTER. UNLESS INDICATED OTHERWISE, 1/2' (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6 ON- CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN- SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH Bd NAILS @ 12' ON-CENTER ALLOW 1/8' SPACING AT ALL PANEL EDGES AND PALL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH S I MPSON ME TAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12' ON- CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF A ND FLOOR SHEATH SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6' ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES. STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12' ON- CENTER TO INTERMEDIATE J'PORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES_ ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OP SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT AL L PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHI TOENAIL BLOCKI TO SUPPORTS WITH i6d @ 12 ON- CENTER UNLESS OTHERWISE NOTED. G "ONC�JE- ArD- GR001E STR'.1C'L1RAL i200F MEi =LOOK ? :KING Srti BE I!YSTIALLED AS FOL L OWS: 21 JE �CK I NG 31-ALL BE TT OEkA I jcD 7,f iTONiGtk rAW FA-1- NA:�ED 1' - " JIE 1 6e w►:L • E PIECE • L" J./' " V '. ?A kNC 4X )LEvr•.NG SMAL- 8E X%A : LED W: ; .. A 4,CiC NIA! : ;. ANC = A .E\A : _ W : 'M )NE 600 kA PEP S.PaY" Cc�t!?SES SM&_ 8E SF : )GE ' W 8' SPIKES 0 K C_ j ILA > : M/al . MC ! : , MA > : YUY ` : � ' �E ; ND y E + C• z ::'�,�- S+' Srik_ BE 1 A ►mot: : . ? : ��s 0 EDGE -0- -S k__ DE w IN_ Shk BE P_ -y f: �0•1'�l__Z: 'fK ■�M .f` �.- - +� > W L: +_ X �_PQI F _ ESE .�..N'_ &-A-- _BE .�E. _. •, . __ _�.A.0 � � C " J'.i % : : _ - S yll: E ��[ r'.1- :^ \ r YA__ BE G`.ED I - - - : 'P'.3 = - : ACA S: k'E o{~rc VC'__ :1► ? Ah L11 wAdm SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenu* - Suit• too - SNttle. WA 98+2, ph 206 443 6212 faa 206.4434 yi. i Ali S , s EXPIRES 8/25 DRAWN: NHD DESIGN: ZFK CHECKED: ZFK APPROVED: D]S REVISIONS: PROJECT TITLE: AMB Warehouse HVAC i##Q-7Fc': Alex Clark Caw Groff+ PH (206) 682 -SOW FX (206) 621 -7717 PERMIT r22mmmmL SmEr ­LE Ir- D�a1oils f1 III YSIIQ'S PROW rc ISZ3 sw qft S1.1 me fa s'IE*.s. IQ r si►- _. .r3... ---- - - _ _. - ..�.- +.'�G�'e.:- :.•..mss - -w�*- -� ,. ...d _ � . asr� +�lMiwf °r _. _ J�.+r. ��� ._.ir+riJre• +tif.rr.Yi► - .h�'�:�k' - _ Y' _........ �'U, - *� •^ , s„i.. -- ,. '.. . a. - . _ .. w .' . .. i►e � �� Aar ... _ .e.- , r _ .•�.. .�_ .r_ .�... _ , v 96 r SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue • Suite too • Seattle. WA 9but ph 206 443 6202 fax 206 443 487 i i — ATTACH CUR TO ROOF k STRUCTURE BELOW w/ 16d 0 6 "oc OR 18 x 4" ® 6'oc (typ.) N "M EXPIRES 18/25/ ir DRAWN: NHD DESIGN: ZFK CHECKED- ZFK APPROVED: D]S G j 1 REMOVE (E) HVAC UNIT � INFILE w/ 26 e 2 4 "OC, i t p. r ----- -- / ----- �-------- - - - - -- ;-- !-- - - - - -� F I I t Li t I i � I i � L---- - - - - -- --------- - - - - -- , ----- - - - - -, Z - INFILL w/ 26 r 0 24 - oc, typ. i 1 2at3/ i I a ( Q 4x14 ultl L 7 IJ� '* r i J CC at t-` LAO Ac 1 _ c: lip � t t � i : G C V 0 r RE'viBVED t=&; CODE COMP IOC '� A eex +nI ten [ 7 ^ rt h City 0t WKWila • r• - %vs , r -.' w ~w 4b • fa 0 R EV�KIONS: PROJE TITLE: AMB Warehouse HV Am(:) Qrr►estom Arctli a Group PH ( 206; 662 —SWO FX (206`, 6121 -7117 IPERMIT sm " LE Srw SM& 1'•* u_ M.OL i s *.a 1%3-I005-01 S2 40 1 y "'��C' �".ailir► . a 3 GROUP HEALTH i i r I i i 0 i y i r c s t .r Ir 4A tom. c- • GENERAL NOTES GENERAL T. "1E CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER /ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES. OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS. 4. NOT USED 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS, DIMENSIONS 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 4. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPUANCE WITH THE DRAWINGS AND SPECIFICATIONS. FIRE PROTECTION I. rirct MUILU11UIV ALTERATIONS DESIGN -BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAWINGS TO ALL CODE OFFICALS AND FIRE MARSHALL 2. PROMDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. 3. SUBMIT (2) COPIES OF THE FIRE PROTECTION DRAWINGS TO OWNER FOR REMEW BY OWNER'S INSURANCE CARRIER. 4. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILDING CODE AND LOCATE PER FIRE MARSHALL'S DIRECTION. 1 FIRE EXTINGUISHER PER 3,000 S.F. OF BLDG. AREA WITH 75' -0' TRAVEL DIS TANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS U.L RATED -4A 5. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR AND RATED INTERIOR WALL PENETRATIONS FOR ELECTRICAL., MECHANI CAL, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND SIMILAR SYSTEMS PER LMNFORM BUILDING CODE SECTION 302(d). 6. FIRE STOPPING: GROUP HEALTH COOPERATIVE REQUIRES SPECSEAL PRODUCTS BE USED IN CONFORMANCE TO SPECIFIED TECHNOLOGIES INC.. CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECIiAWM, AND E - ECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR M BEGINNING THE NARK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 3. THERE SHALL BE NO EXPOSED PPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINSHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 4. OFFSET STUDS WFNERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. 5 PROVIDE GALVANIC ISOLATION BETWEEN DISSMALAR METALS. 6. GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS FOR ALL REQUIRED ROUGH -INS, AND TRD40ING REQUIRED FOR ELECTRICAL. AND PLUIMBNG RUNS. 7. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS 04M WOOD IS EXPOSED TO THE EXTERIOR OR INHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL 8. DISCREPANCIES BETWEEN DaSTNG CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED M THE ATTENTION OF THE ARCFNTECT. CEILING 1. COLILG HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR TO BOTTOM OF CflLNG FINISH SURFACE FINISHES 1_ ALL PAINT AND WAL.LCOVERIIGS SHALL BE APPLIED IN ACCORDANCE NTH THE YANUJFAC'"IURER'S RECOMMEI NOATIONS. 2- PREPARE FLOOR PER MANUFACTURER'S REOOIf1tEMDATIONS TO PROVDE LEM! AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSTIONrIS. MECHAN CAL & ELECTRICAL 1. ELECTRIGk & MECHANIC& SYSTEMS UNDER SEPERATE PER AT. 2 - IECHANIJ:A, & ELECTRICAL CONTRACTORS SHALL BE REST O MI TO MAINTAIN COWjANCE NTH APPLICABLE CODES AND STANDARDS. AND OBTAIN ALL NECESSARY PERMITS AND APPROVALS. 3- OCAATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCH TECT OR 00RS PROJECT MA"GER. 4 . DISOKPANICIES 3£TWEEN DCSTILG COOT10 6 AND CONTRACT DOCUIEUTS 94ALL BE CAiiED TO T ATTDs -ION OF THE ARCHITECT. r� � T E. T- W,% AW& SySTE195 AND CONTROLS v"W SEFA All CONTRACT. CONTRACTOR -0 CJORDRA7E ALL SYSTEMS AND DRAm�IM AKY 3GCREPANCES SI,AL BE BROUGH- To THE A rIENTIM OF TWEE ARC} ;TEC - 2 E:ECTgrh SvS - ys +Ire COAf i011ER SEPAPA I NMm C-- ':.ONT W R TG COORIDW:E, AL� SYSTDrs Mc DRA.41M My DISCREPANCIIES six, BE BROUGHT TO THE A - T;N T10► OF T-f_ AR04TEC" i a"' W DESK3N MA-'- k - NSTrk.LED DE-AILS NC S S-M Sisk, umrA& DnyW mitAL-Y. LEGAL DESCRIPTION COOPERATIVE AMB HVAC UPGRADE THAT PORTION OF TRACTS 21, 22, 31, AND 32, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10, OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY N0, 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 645846, THAT BEARS SOUTH 0433'59` EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN HIGHWAY ENGINEERS' STATION 76 +05.30 SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 0433'50' EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS' STATION 68 +25; THENCE SOUTH 5819'00' WEST ALONG SAID HIGHWAY MARGIN 230.32 FEET; THENCE SOUTH 1809'20' EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 8917'24" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS. KING COUNTRY RECORDER'S NO. 7412090465; THENCE NORTH 1838'24' WEST 442.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 1254'24' NEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 1007'24' WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7 506090402; THENCE SOUTH 8917'24' EAST PARALLEL TO THE SOUTH LINE OF TRACTS 31 AND 32 RIVERSIDE INTERURBAN TRACTS, A DISTANCE OF 774.30 FEET TO THE POINT OF BEGINNING. TAX IDEN TIFICATION NUMBER 734060 -- 0480 -00 734560 - •04 90 -03 16 SA SS 00�U • .040 nAi HT. me mm EA N Ri SE& • ;XM ALL mIRODUMt? t8t S w 99 RhOTONI FNTOIN ; 641, 1 0 W-A VICINITY MAP _scmx_ JNTS mw 00 )05 2wmimw 1 41 15rvc ew*ICET oduffm a" > 0 AIME To vftL y W w.A =W NJ CODE INFO RMATION I. BUILONG ADDRESS 12400 E. MARGINAL WAY S. LIGHTING SUMMARY SEATTLE, WASHINGTON 98124 2 JAFdSDICTION CITY OF TI1KW A 3. LAND USE ZONE MIC/L LIGHT INDUSTRY 4. BUILDING CODE 2003 iBC r wA. STATE Akeom NITS 0 AND CITY OF TUKWILA ADIENDYENTS 5. CONSTRUCTION TYPE TYPE 5-N SPRINIQERED emu malmo E &k% Flak EXISTING BUEOING 270,937 SF 6. OCCUPANCY GROUP & AREA OCCUPANCY S -1 WAREHOUSE 7. SCOPE OF WORK • REPLACEMENT OF MECHANICAL THIS PROJECT EQUIPMENT ON ROOF U Z W • ADD ENCLOSURE WALL AT MEZZANINE ALL WORK TO COMPLY TO THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE 2003 EDITION INTERNATIONAL MECHANICAL CODE 2003 EDITION INTERNATIONAL ELECTRICAL CODE 2003 EDITION INTERNATIONAL FIRE CODE 2003 EDITION INTERNATIONAL PLUMBING CODE 2003 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI/NFPA 101 UFE SAFETY CODE 1991 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11, 13, 20, 243 WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 1998 WASHINGTON STATE VENTILATION CODE 1995 FIRE PROTECTION BY BIDDER DESIGN TO CONFORM TO NFPA 13 REQUIREMENTS SUBMIT DESIGN & DRAWINGS TO TUKWILA FIRE MARSHAL FOR APPROVALS. ANY AMMENDItrENITS TO THE IBC BY THE CITY OF TUKNI A. WASHINGTON STATE NON- RESIDENTAIL ENERGY CODE DATA ENVELOPE SUMMARY NO CHANGE LIGHTING SUMMARY NO NEW FIXTURES - RELOCATE EXISTING AS SHOIMd PER PLAN MIECHAINCAL SUMMARY MECH. UNDER SEPERATE PERMIT PARKING CALCS BMW OCCIEED SPACE - NO OtA M IN PARKIM ROOF 70P LMT -� GASKET , (BY V ECH) CAI D OtXx10fac (BY NIEa) -� P�- � WIMJFAC � , 4*!'!SPEELa • � I (� �EO�; - PLYI XX =� sEt1111oW ooiore ; � elL�o�Lnl1; Mor,rllo► Mom A&E olEP11110 CAPRA" WA ACWT • Q= 10 PRW40E 9" a0sm SCALE- 3'= I -C SE tw. & won of-. O r` �+ s s SEaLANT 24 GA PWTRE X CTL SW, ~- 4 o0 0 ~ N F'RE'S7OE 6G-K A'JEd+w'. x emu malmo E &k% Flak LW SN:JILJUNT Q a t'EZ EFONe 1EIBRAIE (oa 11" A ; DECK . . . . . 4"Aw AREA) - Pm U Z W 604K TO CL MSI,A. ' (E) MAIL. (OR NEW AT . . . . CIECK REPAIR AREA) - 0 U_ /�T p P ay O VJ As RNI;O'D - _ - - xk Am SO 5&tpuIM AS �4 p0mm KIM �3 W SCALE: 3"= 1' -0` u EXHAUST FAN GASKETOD HEX HD SCRE - (2) MK PER SIDE 26 6A SS SI I R"+ FLA9lLG Ex700MC r Lf>!t. WW1 HOMO DW- FASTEN W/ CLOSED END SS POP Rr*TS ID 8' O.C. 60-W qEW. EPDI1 �ErBRAL�E BASE FLAsHIr+G - EXIM oINER TOP OF CvRe BASE FlAr9HINIG -� WAREHOUSE SOLDERED GAL. RS HG Wll/ 4' UK %071CAL LEG GASKEIED HEX HD SMUS - (2) WL PER SIDE -1- DRAWING INDEX AC COVER SHEET A2.0 OVERALL PLAN A2.1 MEZZANINE PLAN AND FLOOR PLAN A4.1 BUILDING AND WALL SECTIONS - DOOR SCHEDULE A8.1 ROOF PLAN S1.1 GENERAL NOTES /DETAILS S2.1 STRUCTURAL PLAN SCALE: 1' = 100' Cft of M&II1111 C"Y �Jt 1 1 � ��� -�x•: W Z I _ PERM CE1111 AT pLx 4 I CI w to a E>As"IIINc GLB orme PL Jar t p T bf pups r PASS Rs aM Wt sew .0 M9uu•aL� � o � AT fa ro 1xv OEM 1 1mLvxqp1 ►1 PROJECT TEAM GROUP HEALTH COOPERATIVE 521 WALL STREET SEATTLE, WA 98121 (206) 988 -7729 PROJECT MGR: JOHN O'NEIL ARCHITEC CORNERSTONE ARCHITECTURAL GROUP 1904 3RD AVE SUITE 500 SEATTLE, WA 98101 (206) 682 -5000 PROJECT MGR: ALEXANDER CLARK AIA o, 2 4 s r 0- LLU a of-. O r` zo ~- o0 0 ~ N x J oa Q a W �- U Z W >� o0 LA 4 0 U_ W ii U Q Z O LAJ > ao �4 �3 W J O o► W - N O Cornerstone Archit ectural Group NO" I CLARK W elm Q 4 Lm L) > 3� LLMJF ZV W C A TV101 in nN % NkIl c m i Q CIRCULATION ® PROPOSED h ,no'a;`wd'�IPm" r sew � alit aK111■I.& °° fto ""'' `" "" ""ft NEW WORK 1ST FLOOR * of ww ar"d =0 a ohs ftwx d MMVW>rIf AfW C mW m� I& adw ■� SITE PLAN � i I�j I JAIL SCE: r= s • -o• 4 - :. - SCAiE: 3 = 1 -p w � � - ..- .aJ�r �.-sr. , ..•c ... �i" ,'�....z••n1�!,�,"� '�." '� .. ..+shr' --+ �a�c � �i3ar�... ..+1�' �a. .- JF�w.�` '� ,211�J�C... �,s .�'i.1 _Ti�R. ,..��ti�m..r.w.'riil.�' r.e ...��,. _ _+�� _ Sa3�J �...0 : ® -.� .._..� � _ .. - .s.. =. _ - - - - 479.97' ��� Al r�� �� f . r �� , '(li1 \ �11 (1W1�1 1���!�'1t' (?i �'1 ' �% � I7fi.� ,t 1. �. 1J!( ......._ -- -- ------ ----- - - - - - -- _ ....---- - -...- - --• -- --- - -- 1 t s , f f , o� �m T D f r 'j Tj - � - 0 o a a I I F- 1, \\ # \ RM \ \ \\ l t i c l 0 Ar ARM \ . P I i -4�> ml II II \\ -40 1pm� t i i , , .f f�J f ' 12-19-2005 BID SET W TITLE: 0MAM PLM DATE 1M PROM N0. � REVISIONS; t AMB WAREHOUSE HVAC UPGRADE atOUP Muni COOffitAMW ADMMMAIM MM eunrrc X2400 FAST MMCM war souni nnU, WA%WON 98168 -2559 I -4z) I I _-\) I ON CORNERS R ARCHITECTURAL GROUP ,z g 1904 THIRD AVENUE #500 P HONE 206.682.5000 SEATTLE WA 98101 FAX 206.621.7717 OR AMB WAREHOUSE HVAC UPGRADE atOUP Muni COOffitAMW ADMMMAIM MM eunrrc X2400 FAST MMCM war souni nnU, WA%WON 98168 -2559 I -4z) I I _-\) I ON CORNERS R ARCHITECTURAL GROUP ,z g 1904 THIRD AVENUE #500 P HONE 206.682.5000 SEATTLE WA 98101 FAX 206.621.7717 r EXISTING 2 HR AREA SEPARATION 4 F203A_ IIII�I. �il�ll �liilr c- r_ 4 ti V' .1 (6 �A 8 C ! I I F2028 ! I PROVIDE PLYWOOD ON SIM• INTERIOR FACE OF STUDS WITHIN 4' OF I EACH SIDE OF DOOR i i I NEW 8' -0'x 8' -0" SECTIONAL ROLL-UP DOOR ■ PROVIDE PLYWOOD ON BOTH SIDES WITHIN 4' -0' OF OPENING, TYP. i i i i i SCALE. I /Wm T' A.. W CL o� Z O N (D N � O O o °o0 N N 4.1 F — 0 X J z� L40 Q a I = I _ w� V _J W U F I I I I ! T I I = o ou zo STOR. ; F109 El EXISTING 2 HR i I I.- Q L— ( AREA SEPARATION a 3 I I I I Ok W — N FWIII R PROVIDE NEW COUNTER BASE CABINET TO I ! EQUIP I RECEIVE NEW SINK. I ! O Cornerstone Architecturd Group COUNTER FINISHES TO 1 I I MATCH EXISTING ADJACENT FINISHES. - _ PROVIDE SS SINK. JUST 1 i . - , 7 -IcD SL- 2119 -A -GR W/ I f I I I I i IL CHICAGO 786- F6 -GN2A i I -- ---,■ - -- - _ `� POINT OF SOURCE. HOT I i WATER HEATER AND ��I A QAW goe �2 SANITARY SEWER PER __ _ RATE OF WASIOpT+orl MECHANICAL ENCLOSE ! ALL PIPING. NO EXPOSED F117 � FlOE PIPING ALLOWED. L/. RELOCATED ! I F118 REFRIGERATOR LE EXIST. PROVIDE STUB OUT ! COUNTER AND COMPLETE CAPACITY FOR STOR. FUTURE SINK 105 EbST. REFlG. 4 , -O � PROVIDE- NEW o + 2 VIII COUNTER BASE I 1 i I i CABINET TO RECEIVE Q J NEW SINK. COUNTER S%m" I t K F105 FINISHES TO MATCH I EXISTING ADJACENT F104 FINISHES. PROVIDE SS SINK. JUST SL- 2119 -A -GR W/ I CHICAGO STOR PgNT SOURCE, �! ��� �± ��; — �:1 _ 1 ' I�n _ �_ _ { �' 1l i! s -I! i _ _ _ W 103 jjj HOT WATER HEATER � 62 (EA.) UNITS I -� AND SANITARY -C� — r--,; -- SEWER PER ����� ! _ U i' ! i�� ;UU�1� '� � i�if EN � A LL PIPING. NO EXPOSED I 60 (EA.) KNITS PIPING ALLOWED. _ DISPATCH Ln I I f I 62 (EA.) UNITS, I _ C 5 T AL__ j, IL C.- - - ------ 11 I "F102-5 w IL 0 - I � Z I I I I ( I I I I I I i E �r w , I I , EOSTM 2 HR Cie I wo I! ji ! ` AREA SEPARATION ,ter i BREAK DM I - - - PROVIDE SIB I THOUGH WALL FOR F102 I I f s.ER TEST PE 1 I P DRAIN TO F102 -3 R EkRDMO I 1 I I I I I I I I. I I •I � I I I I � AIR CURTAIN, I I _ MINI TYP. OF 1 r ! I it • � I i - L LA t E DOCK I F I I _ 02 -2 LEVB.ERS. I II it 1 I , T1�P_ I I � -- SEGIE]NTAL OMERI#AD M :� ,• - t i DOORS, TYP. OF (5) - REPLACE EXMTW,. I I � 1 �p.,��• =te PROAX MNTERLOCC j F101 _ _ = PER ELECTWM I I I I � IL F102 - I l I r _ i' X1$TMfa ?c Mi IM�1 - - _ _ _ - _ - W 11 I j t' . r - I p �} c Li __ _— f t ` ' ■ �Gr ARAT gm IL — t rem t J 3 I • / -- 1 M a � r us h ac ( OMNI Ir-W * sxc, FLUCIIIIIIESICE47 S PUP C ECT1KCAL FLOOR PLAN '� 1Z. � .dr..d a W o cc • • Lam. - � 1 J +t•ti.."� « ?L.M/: , ... :iw Lr,� � .'Ai rte. �- PROVIDE PLYWOOD ON' f BOTH SIDES WITHIN wAREHOtJSE 4' OF OPENING, F202 TYP. , F2ou NEW 8• -O'x 8'x0' ! SECTIONAL ROLL RELOCATE EXISTING , DOOR LIGHT FIXTUW ! BELOW 8.0. If I ' I 1 I CHAKM( I FENCE SALVAGE PER I i it I OWM ws DKCTION I I i 1 I rM G 2 HP AREA SEPAL T.M � O N I SCALE. I /Wm T' A.. W CL o� Z O N (D N � O O o °o0 N N 4.1 F — 0 X J z� L40 Q a I = I _ w� V _J W U F I I I I ! T I I = o ou zo STOR. ; F109 El EXISTING 2 HR i I I.- Q L— ( AREA SEPARATION a 3 I I I I Ok W — N FWIII R PROVIDE NEW COUNTER BASE CABINET TO I ! EQUIP I RECEIVE NEW SINK. I ! O Cornerstone Architecturd Group COUNTER FINISHES TO 1 I I MATCH EXISTING ADJACENT FINISHES. - _ PROVIDE SS SINK. JUST 1 i . - , 7 -IcD SL- 2119 -A -GR W/ I f I I I I i IL CHICAGO 786- F6 -GN2A i I -- ---,■ - -- - _ `� POINT OF SOURCE. HOT I i WATER HEATER AND ��I A QAW goe �2 SANITARY SEWER PER __ _ RATE OF WASIOpT+orl MECHANICAL ENCLOSE ! ALL PIPING. NO EXPOSED F117 � FlOE PIPING ALLOWED. L/. RELOCATED ! I F118 REFRIGERATOR LE EXIST. PROVIDE STUB OUT ! COUNTER AND COMPLETE CAPACITY FOR STOR. FUTURE SINK 105 EbST. REFlG. 4 , -O � PROVIDE- NEW o + 2 VIII COUNTER BASE I 1 i I i CABINET TO RECEIVE Q J NEW SINK. COUNTER S%m" I t K F105 FINISHES TO MATCH I EXISTING ADJACENT F104 FINISHES. PROVIDE SS SINK. JUST SL- 2119 -A -GR W/ I CHICAGO STOR PgNT SOURCE, �! ��� �± ��; — �:1 _ 1 ' I�n _ �_ _ { �' 1l i! s -I! i _ _ _ W 103 jjj HOT WATER HEATER � 62 (EA.) UNITS I -� AND SANITARY -C� — r--,; -- SEWER PER ����� ! _ U i' ! i�� ;UU�1� '� � i�if EN � A LL PIPING. NO EXPOSED I 60 (EA.) KNITS PIPING ALLOWED. _ DISPATCH Ln I I f I 62 (EA.) UNITS, I _ C 5 T AL__ j, IL C.- - - ------ 11 I "F102-5 w IL 0 - I � Z I I I I ( I I I I I I i E �r w , I I , EOSTM 2 HR Cie I wo I! ji ! ` AREA SEPARATION ,ter i BREAK DM I - - - PROVIDE SIB I THOUGH WALL FOR F102 I I f s.ER TEST PE 1 I P DRAIN TO F102 -3 R EkRDMO I 1 I I I I I I I I. I I •I � I I I I � AIR CURTAIN, I I _ MINI TYP. OF 1 r ! I it • � I i - L LA t E DOCK I F I I _ 02 -2 LEVB.ERS. I II it 1 I , T1�P_ I I � -- SEGIE]NTAL OMERI#AD M :� ,• - t i DOORS, TYP. OF (5) - REPLACE EXMTW,. I I � 1 �p.,��• =te PROAX MNTERLOCC j F101 _ _ = PER ELECTWM I I I I � IL F102 - I l I r _ i' X1$TMfa ?c Mi IM�1 - - _ _ _ - _ - W 11 I j t' . r - I p �} c Li __ _— f t ` ' ■ �Gr ARAT gm IL — t rem t J 3 I • / -- 1 M a � r us h ac ( OMNI Ir-W * sxc, FLUCIIIIIIESICE47 S PUP C ECT1KCAL FLOOR PLAN '� 1Z. � .dr..d a W o cc • • Lam. - � 1 J +t•ti.."� « ?L.M/: , ... :iw Lr,� � .'Ai rte. �- 28, -2w N&T.O. CONC. PANEL I I I 14' -O _ MEZZANINE FLOOR I i I I jh,_O — O w FINISHED FLOOR LOCATION OF EXISTING HVAC UNIT TO BE REMOVED NEW HVAC UNIT, TYP. A '..0 r4w r &-^ [N %AAwvV% W / NN If v — I v r ! DOOR (JAMB SIM.) MEZZANINE Fxm WAREHOUSE DOOM T 0 I SCALE: 3 = 1 —0 . V ce D EPDM ROOFING TO MATCH U zLU "Wye HAiDMfAM OETAL.B A/W 0 MOiEO z Na FAT FL CM VADTH x W. FKM NAME NCI TWM MIATL wi TWM MA TL wrt cE.f01. PA1lC ( ! HEAD .M1B T1flieieii mum INSTALLATION. r r .` 100M3 3' -0 x r -Ow WAREHOUSE F101 EX PROVIDE SS SEAT AT WARRANTY (SUBMIT ALL FASTENERS WARRANTY CERTIFICATION). N4 CDX PYWOOD BASE. EX 1 - F101H1 8' -o x r -0' WAREHOUSE F101 EX i PROVIDE SEALANT 0 YEZZ. BACKER ROD AT ALL BUTT JOINTS WALL TO EXISTING STRUCT. EDGE OF TO REMAIN. TYP. EX 1 f F101H2 6' -0 x 'r-o WAREHOUSE F101 EX EX 1 L F101H3 6' -0 x r -0' WAREHOUSE F101 EX EX 1 • <- F102 8' -0 X 8' -0 BREAK DOWN F1 02 S HM PT EX 2.3 F102 -1 8' -0 X 8' -0• BREAK DOWN F102 S HM PT EX c- 2.3 F102 -2 8'-0 X 8' -0' BREAK DOWN F102 S HM PT EX 2.3 F102 -3 8'- 0x8' -0' BREAK DOVN F102 S HIM PT EX 2.3 F102 -4 8' -0 X 8' -0' BREAK DOW F102 S HM PT O( 2.3 F102 -5 3'-0 X r -0' BREAK DOWN F102 EX - 3 F103 3 X r -O DISPATCH F103 EX r_ F103A 3'-0 x r -o' STORAGE F103A EX 17104 3' -0 x r -ow SPRNtaER F1 04 Oc F105 3'-o X r -0' CONFERENCE F105 EX F105A 3' -0 X r -0 STORAGE F105A EX F106 S -0 x r - OFFICE F106 EX i I I ~ 1 8 3' -i` x r -0' FLAY ROOM F108 EX I EX F109 3'--0 x 7 -0• STORAGE F109 EX i F117 X - 0 x r -0 JANITOR F11 Q f I i I A - 17118 X -0 X 7 -0• I>El�l F - 18 EX 1 _ F140 6'-4 X r -;' WAREHOUSE F 101 EX F2!OQJ► 8"--C x s' �- I�zZANK F2o2 S I Hr I PY ss i I F2Q29 T---C x '' - -• IEZZA#�E F202 A I WD I P -� Ot 1 HM PT X 1 1 I 1, 2 F2^.,3A 8• -0 tc ! --• ++ E F2C3 S I 4m PT 1 ss ' _ w _2_ � F2C3 Ex - Era WIEZZ. ;ICE F2.8 Ex I I .. O�E71NG L A smz Cm v/ p-ur c� � 4 fl3 DI NauOIW Mau& FRAME TYPE M - sc^r- I ffm r )J T&G COX Y 2 w T.O. CONK. PANEL 1. ADD WEATHER /SMOKE SEAL O DOOR. 2X6 MTL STUD WALL PLYWOOD 0 INTERIOR OF MEZZANINE AT DOOR ONLY HM FRAME GROUTED HM FRAME DOOR OR GLAZING PER SCHEDULE 2x6 18 GA MTL STUD WALL 0 16 O.C. W/ }¢w T&G CDX PLYWOOD ON WAREHOUSE FACE OF STUD - EXTEND To STRUCTURE ABOVE. PROMDE EXPOSED FASTENERS SCREWED TO STUDS HEAD .�., w .: . —�...� ._ �. -�.�_ � � r - ._i- ��� (JAMB SIM.) MEZZANINE Z O WAREHOUSE (^ 0 T .. O�E71NG L A smz Cm v/ p-ur c� � 4 fl3 DI NauOIW Mau& FRAME TYPE M - sc^r- I ffm r )J T&G COX Y 2 w T.O. CONK. PANEL 1. ADD WEATHER /SMOKE SEAL O DOOR. 2X6 MTL STUD WALL PLYWOOD 0 INTERIOR OF MEZZANINE AT DOOR ONLY HM FRAME GROUTED HM FRAME DOOR OR GLAZING PER SCHEDULE 2x6 18 GA MTL STUD WALL 0 16 O.C. W/ }¢w T&G CDX PLYWOOD ON WAREHOUSE FACE OF STUD - EXTEND To STRUCTURE ABOVE. PROMDE EXPOSED FASTENERS SCREWED TO STUDS HEAD .�., w .: . —�...� ._ �. -�.�_ � � r - ._i- ��� (JAMB SIM.) MEZZANINE Z O WAREHOUSE (^ 0 •O �O 00 N N 0 I SCALE: 3 = 1 —0 . V ce D EPDM ROOFING TO MATCH U zLU EXISTING OVER 74 PLYWOOD 0 o 0 w OVER 2x6 0 16 O.C. OVER INSULATION W/ VAPOR w °D EXISTING CURB EPDM ROOFING - CONTRACTOR TO STAINLESS STEEL BSI TO REMAIN DESIGN/SUILO FOR EXPOSED FASTENERS TO INSTALLATION. ALIGN CONTINUOUSLY. a w INSTALLATION TO MAINTAIN 0 Canerbtone Architectur Group PROVIDE SS SEAT AT WARRANTY (SUBMIT ALL FASTENERS WARRANTY CERTIFICATION). N4 CDX PYWOOD BASE. i PROVIDE SEALANT 0 YEZZ. BACKER ROD AT ALL BUTT JOINTS WALL TO EXISTING STRUCT. EDGE OF TO REMAIN. TYP. 4 1 "1 P A A L "f SCALE: 1 1/2"= 1' -0" T.O. CONC. PANEL 2 HARDWARE TO MATCH FACILITY STANDARD. 3. PROVIDE NTERLOCK TO DDC SYSTEM o ! PER ELECIRICALL, OW ER 1. ALL HARDWARE TO HAVE LEVER HANDLES AND SHALL COIW:ORM TO THE 2003 IBC CHAPTER 11. NTH WASHINGTON STATE AIE>wl A"TS AND CITY OF BRE ERTON AMENDMENTS. 2 ALL EX1S M RATED OPENINGS TO REMAIN NO CHANGE. 14'-0 14'- w _ �IEZT.ANlE Ft00R �� lid Flo i i� li I -- -- -AHR CURTAIN PIER lrEC�I�.cAL — NTDisOCs< fM57RIJC1rQ�iAL soma HOER 00" 1 >KVILOCK MCA MR PER Elic"1111'.AL 1 NE'W QOLl -%P DOOR 1'170 REPLA+OE '70S1WICr- i r m S" !CLONE AT G,+ SIV .Okl - FLOOR SUPPORT PER STRUCT. ANGLE TRACK FROM VERTICAL WALL SWITCH FOR SECTIONAL DOOR MOTOR — PROVIDE GASKET 0 JAMB & HEAD OPENING —� ter. ..�'�,- •yet,", *c ''' '` - 4 ' W o^ .�., w .: . —�...� ._ �. -�.�_ � � r - ._i- ��� o� Z O N "- � (^ 0 •O �O 00 N N 0 Q a V ce D W �- U zLU oC � 0 o 0 w V Q w °D 04 a w — in 0 Canerbtone Architectur Group W SCALE: 3/4"= V-0 - EXISTING ROOF DECK AND CT INSULATION TO REMAIN I DEFLECTION CHANNEL 2x6 MTL STUD WALL 0 V 16' O.C. W/ J�" T&G CDX PLYWOOD ON WAREHOUSE FACE OF STUD - EXTEND TO STRUCTURE ABOVE i SECTIONAL ROLLUP DOOR - PROVIDE ADJUSTABLE BRACKET FOR SNUG CLOSURE AT GASKET f i I J EXISTING MEZZANINE FLOOR AND WALL TO REMIAN fmcftm cnvcw 1 s s. r SC U, 1 /2'= ,._O. 5 PLYWOOD O 4' -O AROUND OPENING SECTIONAL DOOR MOTOR - INSTALL OVER DOOR PER MANUF. i Ij 's 0 111 1� Lrc w'�1rT y 3 I I I � SW' rOR E SECTIONAL DOOR A. 11fE22ANDE ABOVE lob r-- ROLL—UP DOOR 1 /2'= 1 • -�. 3 � O W O f_ O 0 low A49 _--mums- — — ..'J°':r ti't1�.R. -+►a. °... - ....:Mhi .fir " °�•Y`. f ._.- 7r•S• :- .. ..: .�_v- —... _..- - � --. . � �_. .�., w .: . —�...� ._ �. -�.�_ � � r - ._i- ��� � '411i�� Ju.ww�1�1 � S'L ..r �',�/.+ -• _ . t �_ .r.b:t ,..A1Fi �•'Y �.. .� ! .- ...+.�ffi- .+IY► .. "C.'�. ...i/IF'w� - ^� � - �....� �Y •a2�_� `��/` - -- _a��.....�:.. .— a- rim -s_ ...—_ � ...,. - _ �.. _ s.. .._.. 1 t �'I r1 � C,�, (�; 1�,'' 3� +�'i 1 � `.t, Or'� i'�'I(; ►� +�','f ; F "; ` r;f�Ot11 ��� '� iiJ .t (� '' � �r�ftt �'r ;,J }; � i ••, ,. � � f p 8 � pgrr,rl� /���� ?�, 1 1'tl 11��` �I (Ir11 'rl�' l� A Rar�f h(Ir A 1,r;�y t 1 • i i I r i i i i i 1 I I i i rrr R '1249-2005 SID SET 9*EI' TITU: RM PLAN DATE: IM PROXCT �EV�ior�s; i AMB WAREHOUSE HVAC UPGRADE atoup �u.TH commm MMMMTM MM RADW 12400 EAST MMCINAL WAY SOUTH TUKWLA, WAS44GTON 98168 -7559 { z C � C i ON CORNERSTONE R ARCHITECTURAL GROUP g 1904 THIRD AVENUE #500 PHONE 206.682.5000 SEATTLE WA 9810 r.Y ini. & 1 7717 6 }l 0 General St Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003 EDITION). ?. DESIGN LOADING CRITERIA ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF PARTITION LOADING . . . . . . . . . . . . . . . . . . . . . . 20 PSF MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER SNOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pf =25 PSF SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK, THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. QUALITY ASSURANCE 10. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER GEOTECHNICAL 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE - ALLOWABLE SOIL PRESSURE. . . . . . . . RAINED 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/LWEST) . . . . . . .55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) . . . . . . . 0.3 RENOVATION 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMIENCING ANY DEMOLITIOK SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS,) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 13. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING. IF AND WHERE USED, SHALL NO" CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL *I OPENINGS HROUGI-' EX'. S' I NG WALLS, SLABS AND BEAMS SHALL BE ACCOMP *;9V BY SAW CAU T :NG KREv*ER POSSIBLE B. CONTRAC SHA?;. VERIF`" A EXIST CONDIT AND LOCATION OF MEMBERS PR.10R `C CUTTING AN" OPENINGS. C. SM1AL' ROLE OPENINGS Smki BE ACCOMF_ : SEED BY CORE DRILLING. 14. CONTRAS �^w SHA__ _.f.K F OR DP" A__ A f� t ■ WO?�.. f_� RG' SNA,_ BE REMG'llE: A lf , :SIN.; : MEMBEPS SmA__ BE REP_A:s"__ 1R REPA :RED AS DIREC ANCHO I= E W6: N LKO_ - : :�': :a CLVSY- r.ShF Lh :'S W__ Ix ppcc .!_ 1 - -�' -fir -- �• •- =' -"' :. _>F• -. `. i4: _C 'V_' M:%:" -r*EX % x:�t :x1cE� - _ :a'' :31,; ws�*• 9F ::X kW,:* -A: - S Sr- Sir K :K �kx v a,_ - ..k :E_ : Jk = sEF::,A :OK Apt E;E: - ::A Y++1_, 9E iOSc_ - t - f= �' :_�. _ E :_� �_ Ok NBC 5cC - :)K == - :F - -f ft"E: 4 -1 rC :K f CJMyrrrM: _ A z 4C E" PE 17. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS TYPE OF MEMBER ASTM SPECIFICATION Fy A. WIDE FLANGE SHAPES A992 50 KS1 B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI C OTHER SHAPES AND PLATES A572 (GRADE 50) 50 KSI ( NOTED GRADE 50 ON PLANS) D. PIPE COLUMNS A53 (E OR S, GR. 8) 35 KS] E. STRUCTURAL TUBING A500 (GRADE B) 46 KSI (SQUARE OR RECTANGULAR) F. CONNECTION BOLTS X325 -N (3/4' ROUND, UNLESS SHOWN OTHERWISE) BE WS K _Ap= z= 18. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 19. ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHI CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 1 M :SC 20. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 21. METAL FLOOR AND ROOF DECKING -- PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICBO OR ICC -ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 22. COLD- FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY STEELER. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "STANDARD FOR COLD FORMED STEEL FRAMING. B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 Fy =50 ksi 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 Fy = 33 ksi 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy =50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi C. WELDING OF COLD - FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. D. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO BOOS162 -54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH 18 SCREWS AT 16 O.C. OR ATTACHED TO CONCRETE WI TH 0. 145' DIAMETER DRIVE -PINS @ 16' 0. C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REWIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM S+EATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS, AND BLOCKING WITH SCREWS AT 12' O.C. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS 6UCKLING BY CONNECTINiG EACH FLAW TO GYPSUM WALLBOARD PER TABLE 2211.2(2) OF THE INTERNATIONAL BUILDING CODE. TRACK SECTIONS SHALL BE UNPtINM AND HAVE AT LEAST 1' FLANGES. WALLS WHICH' HAVE SHEATHING CONNEC ON ONE SIDE ONL SHALT, HA Yt tINSHEATifD FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH T►E DETAILS. 23 = ? : r` _UBEP SHAD BE K ! a X; :: OK K-:9. AW., GR kX" A. MMkW' 1% ' LAC ; SIG �.X_L ' QR MC S .,V !1G. • 7 F JR% i)► � 'E r OP" O.1 NG, Y l' N : M.WI S TAIK,Ar' S (2X 5 3X MEMBER-, HE *_ . , P k, 2 ANC BEAMS 11:% *4" BASE r+L.F. r: BE WS K _Ap= z= :0jG_+_ w : ti: MAI 5& S- .E. (41 NEVIBEDS 1 M :SC 24. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR -1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2-OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (1.9E) Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LSL (1.5E) Fb = 2250 PSI, E =1500 KSI, Fv = 285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12 % OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 25. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 3/4 (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2' (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 26. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I. C. B. O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 27. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 28. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 29. TILER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE' BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C - 2005. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED T4 FLUSH BEAMS WITH 'LUS' SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT' SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'MIT' SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 30. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2' 0.113 8d 2-1 0. 131' 10d 3' 0.148' 12d 3 -1/4' 0. 148' 16d BOX 3 - 1/2' 0. 135' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAYING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS 'IN WOOD MEMBERS' SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NU TS OF ALL BOLTS AND LAG BOLTS BEARING ON M. INSTAL OF LAG BOLTS SHALL CONFORM) TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE !�Ot_E OF 60 TO 70 PERCENT OF THE SHAH( D I AMETEP. LEAD HOLES An NOT REQUIRED F O.P 3/8' ANC SMALLER LAG SCREWS. 31, WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. 8. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16' O.C. UNO, TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT, ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12' O.C. AND LAP MINIMUM 4' -0' AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON- CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4'-0' ON- CENTER EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH Two ROWS OF 16d @12" ON- CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1 -1/4' TYPE S OR W SCREWS @ 8' ON- CENTER. UNLESS INDICATED OTHERWISE, 112' (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6' ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN- SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12' ON- CENTER ALLOW 1/8' SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12' ON- CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6' ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12' ON- CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12' ON- CENTER UNLESS OTHERWISE NOTED. D. TONGUE- AND - GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE - NAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACENAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8' SPIKES @ 30" 0. C. ( MAXIMUM) AND @ 10' ( MAXIMUM) FROM THE END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. ALL DECKING SHALL BE PLACED WITH A CONTROLLED RANDOM LAYOUT. EACH PLANK SHALL BEAR ON AT LEAST ONE SUPPORT. END JOINTS SHALL BE CONNECTED WITH 10 GAUGE METAL SPLINES DRIVEN INTO PRE -CUT SLOTS. TONGUE AND GROOVE JOINTS SHALL BE GLUED WITH CONSTRUCTION ADHESIVE WHERE NOTED ON PLAN. DEF'L TRACK SAME GAUGE AS STUDS w/ min. 1' WIDE FLANGES SWENSON SAY FAGtT A STRUCTURAL ENGINEERING CORPORATION 2 Third Awnu1- Suits ,00 . Seart ie, WA 98ai ph. =o6 443 61 o fax 2o6443070 1 /4' min. DEF'L GAP 3 /8' min. GAP - TRACK LEG TO SCREW SCREW ATTACHMENT L: °• •�� DRAWN. NHD DESIGN: ZFK CHECKED: ZFK APPROVED: DJS 6005 125 -18 0 16' STUDS MUST BE FULLY - SEATED AGAINST TRACK RUNNER TRACK SAME GAGE AS STUD MINIMUM 1' WIDE FLANGES NOTES: • WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD NO. 6 x 7 /16' PAN HEAD SHEET METAL SCREW SHALL BE USED. PLYWOOD SHEATHING PER ARCHITECT w/ 16 SCREWS 0 8'oc VERTICAL do 1 6'oc HORIZONTAL NO PUNCHOUT SHALL OCCUR WITHIN 12" FROM END OF STUD CONN. BOT. TRACK TO FLOOR W/.145 "0 DRIVE PINS 0 4' - "oc U.O.N. SCREW ATTACHMENT SEE NOTE BELOW rr r: s: REVISIONS: Typical Top & Bottom Track at Interior Walls SHEATHING PER ARCH PROVIDE BLOCKING USING SAME MATERIAL AS STUDS 0 48'oc HORIZONTALLY AND MATCHING STRAP LOCATIONS 0/2' x 24 CONT. STRAPS 4' -0' AND 8' -0' ABOVE FLOOR CONNECTED TO EACH STUD SCREW AND TO EACH BLOCK w /(4)#8 SUM (4)SCREWS READ. AT EACH BLOCK BEND WEB OF BLKG. AND CONNECT TO EACH STUD W/(2)#8 SCREMfS C0j)E CO �. CTj C TURVY Blocking where Studs Unsheathed One Side 2 (3; Il k r j x.. 3k �1 7 (•+` ' C o ll Wit: ax's arc SidRg Door Blocs/ �oo�f C,on�clion 4G DOOR T� 4 �l Sectial 3 ;,' v �: real �+s = sty PROJECT TITLE: AMB Warehouse HVAC Corvasta Ards Clow PH (206) 682 -SOW FX (206) 621 -7717 PERMIT Geflef0l D�e�lals I C sow R nom 1114 ft NOW 40 DOW A �►Ci� JP_ PERMCBm" tJ■.3�M PAY x9v t ' t �i 4 � J1.1 2 �` .Ra•+w r .,. - :.... -. ..• c ....�,,.��- - �� e..7I1M -'w��r "� - -- . •..�_ a -• - ... ;. .�a. - - � .ek!.. 4 31� ` `�i .. _ .. r. �s. as a .4' �.V► i►.. ar' •+S,' all.. - arb.hr. ,�al,�c.. i - _ . .. i y 19 f SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Artnut - Suitt loo - Startle. WA 98ui ph. to6 443 62u fax 206 443 4870 rra■� DRAWN: NHD DESIGN: ZFK CHECKED: ZFK APPROVED: 0i5 REVISIONS: PROJECT Trnz- AMB Warehouse HVAC AWAGmr -: Alen Clark CcffWSM a Aid Groin PH (206) 682 -5000 FX (206) 621 -7717 pff(mff Shiiuckmal score soft I SM MINKrN I5�3 -288& sl�.ot S2 ,0 1 me w Sam " .• - rt�.a.ta rr� -R O.Y. '�_ _..�. � �y � y,� �,�y �� F _.. _� _.. _ . -.- ';�.� _ _rd+'_1�«'4t: �. _ - ... _�... -��� iMt sue. wej(� 'Sir �'a+��`.4� _. t" . 1lr .. ,� "3r,/�'Z ..''�y" I� - s - rM..t. sY "C�a .► .. _ - - - __ • � ��'•� � '��� it�'� ~ �i��"� &�r�"[• �t�. _..' . �..:. �.� �� 11t�Pi!. a. � �. � �.� _ � _ 1. � -.—. - •_� SgfJLl�.. Yr _ _wr .,. _ .. -tee. — .. - ` __ a.. _ .. .-. - . _:� r _- s s*. .af y.. -•��� .. -e_.� — _� �3.� t _. _ Y!� w. �.. �L _ wa Jr.,_.- _. - _ _. .. _. r F_ GENERAL NOTES GROUP HEALTH COOPERATIVE AMB WAREHOUSE i GENERAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE Mil TH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER /ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. 3. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS. 4. NOT USED 5- CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. DIMENSIONS I 1. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT YNTHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN ` PRIOR TO PROCEEDING WITH THE WORK. ' 2. DIMENSIONS OF PLANS ARE TYPICAL TO THE FINISHED FACE OF WALLS, UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE i FOUND. i 4. COOROINA71ON: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE VATH THE DRAWINGS AND SPECIFICATIONS, FIRE PROTECTION 1. FIRE PROTECTION ALTERATIONS DESIGN -BUILD AS REQUIRED. SUBMIT ALL REQUIRED DRAINGS TO ALL CODE OFFICALS AND FIRE MARSHALL 2. PROVDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. 3. SUBMIT (2) COPIES OF THE FIRE PROTECTION DRAWINGS TO OWNER FOR REVIEW BY OWNER'S INSURANCE CARRIER. 4. PROMDE FIRE EXTINGUISHERS AS REQUIRED BY UNIFORM BUILWNG CODE AND LOCATE PER FIRE MARSHALL'S DIRECTION. 1 FIRE EXTINGUISHER PER 3,000 S.F. OF BLDG. AREA WITH 75' -0" TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS U.L RATED -4A i 5. MAINTMN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXTERIOR AND RATED INTERKIR WALL PENETRATIONS FOR ELECTRICAL, MECHANICAL., PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND SMhNLAR SYSTEMS PER UNIFORM BUILDING CODE SECTION 302(d). 6. FIRE STOPPING: GROUP HEALTH COOPERATIVE REQUIRES SPECSEAL PRODUCTS BE USED IN CONFORMANCE TO SPECIFIED TECHNOLOGIES INC.. CONSTRUCTION 1. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL, AND ELECTRICIAN. ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINING THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING REQUM2ED FOR WALL AND CEILING MOUNTED ITEMS. 3. THERE SHALL BE NO EXPOSED PIPE. CONDIATS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FNNISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS, 4. OFFSET STNS WHERE REQUIRED SO THAT FIHSH WALL SURFACES WILL BE FLUSH. 5. PROVIDE GALVANIC ISOLATION BETWEEN DISSNMN_AR METALS, 6- GENERAL CONTRACTOR IS TO COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS - FO C ALL REQUMAED ROUGH-NS, AND TRENCHM+IG REQl1R RIC ID �1 ED FOR ELECTAL A PLlG y RUNS. 7. PROVIDE PRESSURE TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS EXPOSED TO THE == EXTERIOR OR WHERE WOOD COMES INTO CONTACT WITH CONCRETE OR SOIL < 8. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT. CEILING G 1. X3`Iuw HLIGHTS. WHERE INDICATED, ARE FROM FNNISHED FLOOR TO BOTTOM OF CU FINISH SURFACE. -� FINISHES 1. ALL PAINT AND WALLCOVERNNGS SHALL BE APPLIED IN ACCORDANCE W117H THE MAW jFACT`JRER'S REOMMENDAT:OtS. 2. PREPARE FLOOR PER MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. MECHANICAL & ELECTRICAL 1. ELECTRICAL d: I ECHAWAL SYSTEMS UhIXR SEPERATE PMV.. 2 - MECHAMM & ELECTRICAL CONTRACTORS SHALL BE RE E TO MAINTAIN COIpIJANt WITH APPIJCJABIE CODES AND STANDAr'n$ AM OBTAIN ALL NECESSARY °ERWTS AND APPROVALS_ 3. DEVIATIONS FROM DRADiS NED LOCATIONS MUST 9E APPROVED BY THE A"TECT OR OWA RS PROJECT MANAGER_ 4. DISCREPANCIES BETWEN EXISTING CONDTVNS AND CONTRAC1 a=A"T'S SH4.L BE • M 'O THE ATTENTION OF THE ARCHTEC . i r r LEGAL DESCRIPTION HVAC UPGRADE THAT PORTION OF TRACTS 21, 22, 31, AND 32, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10, OF PUTS, PAGE 74, IN KING COUNTY, WASHINGTON, MORE PARTKXILARLY DES(IRSED AS FOLLOWS. BEGINNING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 0433'59` EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN HIGHWAY ENGINEERS' STATION 76 +05.30 SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 0433'50 EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS STATION! 68+25; THENCE SOUTH 5819'00" WEST ALONG SAID HIGHWAY MARGIN 230.32 FEET; THENCE SOUTH 1809'20' EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS, THENCE NORTH 8917'24' WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABUSHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS. KING COUNTRY RECORDER'S NO. 7412090465; THENCE NORTH 1838'24' WEST 442.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 1254'24' WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 1007 '24" WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE NO. 7506090402; THENCE SOUTH 891x24' EAST PARALLEL TO THE SOUTH LINE OF TRACTS 31 AND 32 RIVERSIDE INTERURBAN TRACTS. A DISTANCE OF 774.30 FEET M THE POINT OF BEGIMNNG. TAX IDENTIFICATION NUMBER 1� 5 w 99 d RWTON irk sl ALLDiTc" = �i t VICINITY MAP aD 00 NORTH SCALE: NITS CODE INFORMATION 1. BUILDING ADDRESS 12400 E. MARGINAL WAY S. LIGHTING SUMMARY SEATTLE. WASHINGTON 98124 2. JURISDICTION CITY OF TUKW ILA I LAND USE ZONE LgCA LIGHT NDUSTRY 4. RUM CODE 2003 IBC r/ WA. STATE AhIIE IIENTS MEZZANINE PLAN AND FLOOR PLAN AND CITY OFF 1UKWIILJ1 ADIENDkIENTS 5. CONSTRUCTION TYPE TYPE 5-N SPIM 11E0 DXISTNG OUILDMG 270,937 SF 6. OCCUPANCY GROUP & AREA OCCUPANCY S-I WARDOM 7. SCOPE OF WAORK . REPLACEMENT OF MECHANICAL THIS PROJECT EQUIPMENT ON ROOF STRUCTURAL PLAN 0 ADD ENCLOSURE WALL AT MEZZANINE ALL WORK TO COMPLY TO THE FOLLOWING CODES: INTERNATIONAL BUILDING CODE 2003 EDITION INTERNATIONAL MECHANICAL CODE 2003 EDITION INTERNATIONAL ELECTRICAL CODE 2003 EDITION INTERNATIONAL FIRE CODE 2003 EDITION INTERNATIONAL PLUMBING CODE 2003 EDITION AMERICAN DISABILITIES ACT OF 1994 ANSI/NFPA 101 LIFE SAFETY CODE 1991 WASHINGTON STATE DEPT. OF HEALTH (D.O.H.) WASHINGTON STATE W.A.C. CHPTS 11, 13, 20, 243 WASHINGTON STATE FIRE LAWS AND AMENDMENTS 1990 WASHINGTON STATE ENERGY CODE 1998 WASHINGTON STATE VENTILATION CODE 1995 FIRE PROTECTION BY BIDDER DESIGN TO CONFORM TO NFPA 13 REQUIREMENTS SUBMIT DESIGN & DRAWINGS TO TUKWA-A FIRE MARSHAL FOR APPROVALS. ANY AMMENDMENTS TO THE IBC BY THE CITY OF TUKV" WASHINGTON STATE NON- RESIDENTAIL ENERGY CODE DATA ENVELOPE SUMMARY NO CHANGE LIGHTING SUMMARY NO NEW FIXTURES - RELOCATE EXISTING AS SHOWN PER PLAN MECHAINCAL SUMMARY MECH. UNDER SEPERATE PERMIT PARKING CALCS EXISTMG OCtUIPED SPACE - NO CRNCE b PARKING PROJECT TEAM DRAWING INDEX OWNER AC COVER SHEET GROUP HEALTH COOPERATIVE 521 WALL STREET A2.0 OVERALL PLAN SEATTLE, WA 98121 A2.1 MEZZANINE PLAN AND FLOOR PLAN (206) 9s8 -'7729 PROJECT MGR: JOHN CIVIL A4.1 BUILDING AND WALL SECTIONS - DOOR SCHEDULE A8.1 ROOF PLAN Ammc I S1.1 GENERAL NOTES /DETAILS CORNERSTONE ARCHITECTURAL GROUP 1904 3RD AVE SUITE 500 52.1 STRUCTURAL PLAN SEATTLE, WA 98101 (206) 68e -5000 PROJECT MGR: ALEXANDER CLARK AIA SEPAPJM PERl►� me /M -1 ROOF PLAN H VAC ApntOWK M - 2 RMAW a FLOOR PLAN H VA C Z' d 4 Y Q CIRCULATION 0,1 PA V. PROPOSED NORTH NEW WORK 1ST BOOR 'SITE PLAN RE1iIE�'�� FO Na: I Com t�MPl1P' ,.V L J 4 1 �9� n SCALE: 1' = 100' • ", FO* C C r T,. . 'Van OF4 . )4) 1 1 02000 m "Me b - c _r A Ift oom MOW "pow 6 N*Sw r mm aw =■m& r of caROPINa inwM0ft ems Me adlgft an lumn d &W amefts =a or aamQ MOM 4000 FIM Copp and ONSIIS NIs - I I f LLJ CL °^ z o N _ 0� N N W x �- --� i a 0. loe L V Z W oo LA O lt V W ce ::)O U a L � Aj , a cir� Is _LAJ � J H o< 06 LU O Cornerstone Architectural Group AL EXAM)eR J. CLAW STATE OF WASHNGTON a oc CLM W C) LLJ co e N LFA e Z V O V o Nc pr - soft" w crry i PUMT r AC/ - - ��F .�! -�.r .�.iL1.vi ,... - �w:.:.,. •lr..f...�.'► ..,.,._x....�c..,,,.��:.•'.1 i � M ��- r' ` ` 7.�r.. _ �-� - a : - et_��' _... '� y _ ,�. z� . ..,.,.. -. am _ � _ , .. 4116 V 1 • ( )Art lr}T ,11 /,! /.(11N_ _ I O ;u m D 6 • 6 7 77 1 \ I n I \ \ -- I 8 i \ \. ! \ 1 1. \ I A A C f \ \ boom \IN 7IN —fir. 11 Hf�l 1 ; .1 s 1 all P I 1 1 ' S�E�T TITLE: OVRAU PLAN i DATE: PROFCT NO; • REVISICm" AMB WAREHOUSE HVAC UPGRADE GtOUP �uTH COORRAM ,MMwsrnnrnE MM UADM 9400 EAST MARGtM WAY SOUTH nKWLA, WA%VGTON 98168 -2559 i p 4_? —�(<,Z) -ixl I I �O 1 ON FAA CORNERSTONE ARCHITECTURAL GROUP a � 1 1904 THIRD AVENUE #500 PHONE 206.682.5000 SEATTLE WA 98101 FAx 206.62 f .7717 1 G � go rn AMB WAREHOUSE HVAC UPGRADE GtOUP �uTH COORRAM ,MMwsrnnrnE MM UADM 9400 EAST MARGtM WAY SOUTH nKWLA, WA%VGTON 98168 -2559 i p 4_? —�(<,Z) -ixl I I �O 1 ON FAA CORNERSTONE ARCHITECTURAL GROUP a � 1 1904 THIRD AVENUE #500 PHONE 206.682.5000 SEATTLE WA 98101 FAx 206.62 f .7717 1 t P1 T E A FF, 12, 'Il /l)', i) 1 1 1 f a a rol f t i I I r f r i s i I� f �i 1 i s� a d :3 vl % rows 1' .r C, 4le I • a I ►1 A lfII' 't,I� V4 ' try itrnt"r M rj h I!`irlrflcIs 01 ' OU'r\1)r,rwiria IrIfrrri( )r rnrrlr��n� F'lrin �I I 0 �F F tY�1l� � I 7 7 1 I l ( I � 1 I I I � I l � I � I - I l r � r z . 1 R�' •r { ( a�; MECEANK RM AND RM K AN DAM 1r50 OROICT I0 2003 TUK YNl A COMMENT u T7LA /1 -UPPER WAREHOUSE AMB WAREHOUSE HVAC UPGRADE �mni caour coomm mmm"O mm eunr�c 1200 EAST MMaM WAY SOUTH TLIMM, WASIHIkEMON 98168 -2559 --e Mf 1 on CORNERSTONE ARCHITECTURAL GROUP ' 1104 THIRD AVENUE #S00 PHONE 206.602.5000 SEATTLE WA 90101 FAX 206.621.7717 v08'-2m - - T.O. CONC. PANEL � I I I I I � 14' - _ - — - - MEZZANINE FLOOR _ - i � I � I � I [� 0' -0" I FINISHED FLOOR 3 J� 1 s er C • LOCATION OF EXISTING HVAC UNIT TO BE REMOVED NEW HVAC UNIT, TYP. i DOOR L'WWE ROOM DOOR FPAW "AR DETALB AM MO�tEB to X W ROOM NAIE NIOL TYPE MAli FIL 'TYPE MAlrL Flt CLMIR PAW G P. MID .L1111B ?Ff�� PAMW FPW FLOOR 100M3 3' -0 x r -0' WAREHOUSE F101 EX EX 1 F101H1 $' -0 X 7 -0' WAREHOUSE F101 EX D( 1 F1o1H2 6' -0 x 'r -O" WAREHOUSE F101 EX EX 1 F101H3 6' -0 X r -0' WAREHOUSE F101 EX EX 1 F102 8' -0 X 8' -0 BREAK DOWN F102 S HM PT EX 2 F102 -1 8' -0 x 8' -0' BREAK DOWN F102 S HM PT EX 2 F102 -2 8' -0 X 8' -0' BREAK DOWN F102 S HM PT iEX 2 F102 -3 8' -0 X 8' -0' BREAK DOWN F102 S HM PT EX 2 F102 -4 8' -0 X 8' -0" BREAK DOWN F102 S H M PT EX 2 F102 -5 3' -0 X r -0' BREAK DOMI F102 'EX F103 3' -0 X 7 -0' DISP F103 EX F103A 3' -0 X r -0" STORAGE F103A EN I I ' F104 S-O x r -0' SPwNKIIJ R FI D4 Ex F105 T -O X 7*-0' CONIFERENCE F105 Ex F105A 3' - 0 X r -O' STORAGE F105A EX F106 3' -0 X r -0' OFFICE F106 EX j F108 3'-0 X r -0' FLAM ROOM F106 EX 1 EX 1 F109 S -0 X r -0' STORAGE Ft 09 EX I I I EX F117 3 X 7 -0' JA MTOR F117 EX EE F118 3'-0 x r - 6" F1 I D( F140 6' -C X 7 -0' NARE}IOI.SE f101 Ex I r 1 i I MEZZAME Fr„V $• -01 x 8* -C' wEZz+Nw F202 s I I F202B 3'-;. x v wz: F202 A C' I w I P` 1 I 1 j �. 2 F2%� 8 - J )f $- � bEzz'Ap4 E Fr., S I 1 1 1 l 1 a f mm _ - c x T' - IW ZZ , ANK F2'5 Ex I i 1 ! 1 1 1 Ex F2'8 C I x ~ -� sk:1'� F� E LDt 1 I r 1 EX 1 W»1i i Ir�uAf�a -� e 9oua mw OMe.EaLL: O _tm Fft gr t ff at s'-4 r' I% • ;$9 OL Ift jh ' 2' Mv T.O. CONIC. PANE] 1. ADD WEATHER /SMOKE SEAL O 2. HARDWARE TO MATCH FACILITY ST galsINLbm 1. ALL HARDWARE TO HAVE LEVER HI SHALL CONFORM TO THE 2003 I WITH WASHIWTON STATE AME1W)I C3TY OF BREIERTON AMENDMENT 2. ALL EXISTING RATED OPENIP" TO NO CHANGE. ' - 0'_ MEZZAAINE FLOtFLO F ROLE 3 IV I I IYI t f -7: _� EPDM ROOFING TO MATCH EXISTING OVER X" PLYWOOD OVER 2x6 0 1 6 . O.C. OVER R -38 INSULATION W/ VAPOR BARRIER —� 2x6 M TL STUD WALL PLYWOOD *INTERIOR OF MEZZANINE AT DOOR ONLY HM FRAME GROUTED HM FRAME DOOR OR GLAZING PER SCHEDULE SCALE: 3 "= 1'--0" EASING CURB TO REMAIN — i . ............... .... . 1 � 'i EXISTING STRUCT. TO REMAIN, TYP. z � SCALE: 1 1/2 "= 1'--0" X28 ^M " ' 'T-O. C ONC. PANEL SECTIONAL_ DOOR MOTOR - INSTALL OVER DOOR PER MANUF. SUPPORT PER STRUCT. M J1 4 . -0 "'Mt ZZANMIE FLC 45 1w 4kmr EXISTING MEZZANINE FLOOR AND WALL TO REMIAN ED 1 cz I G i !ail. f� !11 ! ' t SE:. 404k DOOR? E AT % EZZA 4#E ASOVIE t.� S CALE: FRAWE_ Ty- PL OLL.0 LA114 A 1,%1T.1?lJlA"wr R 'I- WA_U.KCmTWA -P V 'Wl kL__?ljllLL=UP D D-4 � � r w CL o r• D in � z 0 ~g NPlp CC (� 00 0 V NN 0 X J Q 9L ce cl� D W E- V z LLJ �c T O ..L. O M 0 it W cc = O U Q W � > A �4 W � J t— I- O Q aW - N O Cornerstone Architectural Group 7 iWAW=0QT0sg W a - EXISTING ROOF DECK AND w Q INSULATION TO REMAIN C Le) DEFLEC71ON >" CHANNEL < & " 3: 2X6 MTL STUD WALL O 3 16' 0. C. W/ Je T&G CDx PLYWOOD ON W WAREHOUSE FACE OF STUD - EXTEND TO ROOF DECK ABOVE. PROVIDE EXPOSED FASTENERS SCREED To 0 3: sTUOS � W SECTIONAL ROLLUP DOOR - BLOCK OU T TO PROVIDE SNUG CLOSURE do GASKET cc SWITCH FOR s SECTIONAL i DOOR MOTOR I PROVIDE GASKET O JAMB do HEAD OPENING j i A4.1 ? '."'�..► A.�W - '+ta.R' •s- J�t'.Ar - �4. .:. .��.- .:.�tt..�...,.. ,� - - ....i. .r - ..s+..•� - , ,,,i-r� , . ,, . � .:. •s,' ��ri► 'aY- -►'f�"t'- ..S ir. '�'�' �. +G +�iiw'�► �C' .�[` � 'Si. , � (.f',0;;{' • II n f ,� A?j f 1 f I 'y 6 i • • 1 r ; 1 i w Trnf: ROOF PLAN co E I DATE: 1M PROM N0; � REVSM: i r AMB WAREHOUSE HVAC UPGRADE GtOUP rMTH COOMUTM mmmmm mo umac 12400 EAST MMCM WAY SOUTH TUKWLA, WA%VGTON 98168 -2559 F 1 as A CORNERSTONE WAM ARCHITECTURAL GROUP Q 1904 THIRD AVENUE t#500 PHONE 206.682.5000 SEATTLE WA 98101 FAx 206.621.7717 CRITER 1 ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2003 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF PARTITION LOADING . . . . . . . . . . . . . . . . . . . . . . . 20 PSF MECHANICAL UNITS . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER SNOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pf =25 PSF SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAW INGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. S. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH 'INSTRUCTIONS PREPARED BY THE SUPPLIER. QUALITY A SSURANCE 10. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 EXPANSION BOLTS AND THREADED EXPANSION INSERTS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER GE OTECH NICAL 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING. GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . . . . 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . . . . . .55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED). . . . . . . 0.3 RENOVATION 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMENCING ANY DEMOLITION, SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR S TO 40 PSF. 13. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. A. ALL NEW OPEN INGS THROUGH EXISTING WALLS, SLABS AND BEAUS SNALi BE ACCW -- : SHED BY SAW CUTTING WHEREVER POSSIBLE. B. COPITRAC TOR SHALL VERIFY ALL EXISTING COND i T I ONS AND LOCAT; ON OF MEMBERS ±Q I OR TO CUTTING ANY OPENINGS. C. SMALL P' X OPENINGS SHALL BE ACCOIPL I StEO BY CORE OR's-LING. I F POSS : BL 14. CONTRACTOR Ste_ C�fCX R")P DRYRCT A- A_„ R REAS OF HEW 9)m. AL_ R4T t3£ REMOVED 4NC NI112 C MEMBERS 94-- BE REPAID k REF A : REND AS D : RE C T. BY THE STRUCTcPA_ Edit I XERR OR A.�'i'L.. ANCHORAGE E RUNS: l3k :, C :N: AC 0%0E IMIA&M' UN: "5 Ste_ BE xCCO�ANC; ! :�- - -fir- x'"•"" �: _� - -" �. :w:,_� :�k !1 :> :11111 REJt; :MME >'_ �� '_ : > -: _� :a'_ HMa,�F` � 3F :� w =+:�F` J►: - + �_ BE STEEL 1 S'P. - .f S �;_ JE_ . = 4 : +' : 1 1j� : " :► Ste. BE 8k�__ .W >< R`: C6 A:S+:- AMC SE'':Jk ;2v` ; )F f r WAR'.,, * .'�CiC 4:54: :OM CIF S - #6 MSG oRA:' : CE FJR a r:,� BL " : X16: 4K NC 'ED '-E fCM1 W" :LVjWx`S ME -f OE-E JF = 4rrAt7r4P- t - 17. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy A. WIDE FLANGE SHAPES A992 50 KSI B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI C. OTHER SHAPES AND PLATES A572 (GRADE 50) 50 KSI (NOTED GRADE 50 ON PLANS) D. PIPE COLUMNS A53 (E OR S, GR.B ) 35 KSI E. STRUCTURAL TUBING A500 (GRADE B) 46 KSI (SQUARE OR RECTANGULAR) F. CONNECTION BOLTS A325 -N (3/4' ROUND, UNLESS SHOWN OTHERWISE) 18. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL CONFORM TO AST A - 53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy =46 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 19. ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 20. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC.) AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 21. METAL FLOOR AND ROOF DECKING -- PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED ICBO OR ICC -ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 22. COLD - FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY STEELER. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A. I. S. I. 'STANDARD FOR COLD FORMED STEEL FRAMING. " B. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 Fy = 50 ksi 12, 14, AND 16 GAUGE ASTM A653, GRADE 33 Fy = 33 ksi 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi C. WELDING OF COLD - FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. D. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR ALL STUD WALLS NOT SHOWN. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 800SI62 -54 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR MULTI -STUD OR STEEL COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS FULL WIDTH BLOCKING AT MID- HEIGHT OF ALL STUD WALLS 0 V 10' IN HEIGHT. ALL STUD WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW WITH 18 SCREWS AT 16' O.C. OR ATTACHED TO CONCRETE WITH 0.145' DIAMETER DRIVE -PINS @ 16' 0. C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE WELDED TO EACH OTHER IN ACCORDANCE WITH THE DETAILS. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES SCREWED TO ALL STUDS, TOP AND BOTTOM TRACKS. AND BLOCKING WITH SCREWS AT 12' O.C. ALL BEARING STUDS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD PER TABLE 2211.2(2) OF THE INTERNATIONAL BUILDING CODE. TRACK SECTICHS SHALL BE UNPUNCHED AND HAVE AT LEAST l" FLANGES. WALLS OH I O- HAKE SHEATHING CONNECTED ON ONE SIDE ONL SHALL HAVE UNSHEATHED FLANGES LA .ALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS. .c _3 "MI : , L UWR 3r A BE K ILN DR ; u; OR MC AND GRAND AND MARKED IN C- L. B. STANDAR!,' GRADING PL-PC- FOR HES- COAST LUMBER NO- : r ;1R�1: 'C 'HE F il MIN :M1111 STANDARDS J.' :: -: ( 2X N 3x WAI Ems) HEM1 - F: R NC 2 Kc BE RIB Y: h ARAM BASE 0"JE. = 951 ;>S ( MFMBE�S , E XIGL A.S NC I RUNNER TRACK U M: cull BASE v k. E. _ : JtOC DS: BE ( I%cl LAY kK _4e' Zay._ Z .; _Ak > W 1 MINIMUM 1' WIDE _.. •'�'��� _ V - .VIA 2ASc v -.E. _ :35C �S: SPACING NOT TO EXCEED 3'4' BETWEEN POINTS OF LATERAL SUPPORT M: >:M..AN 5AR I k 1. Fz = :35: x: M : > :KX BAY # k. ►; = : COL s lI = �w ►�wG D0,G�.4cs;R�AR0- 1� General St ructural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 24. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR -1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fy = 290 PSI LVL (1.9E) Fb = 2600 PSI, E = 1900 KSI, Fy = 285 PSI LSL( I. 5E) Fb =2250 PSI, E = 1500 KSI, Fy = 285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12 % OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 25. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL I1, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 112' (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 26. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS -JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 27. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 28. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENT ION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ - CBA -A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 29. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2005. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMiENDATIONNS. ALL 2X JOISTS SHILL BE CONNECTED TO FLUSH BEAMS WITH 'LUS' SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'ITT' SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'MIT' SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHILL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 30. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2' 0.113 8d 2-1/2' 0. 131' 10d 3' 0. 148' 12d 3-1/4' 0. 148' 16d BOX 3 -1/2' 0.135' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL &SIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NMO COUNTERS I IW( I NG PERMITTED. B. ALL BOLTS IN W000 MEMBERS SHUILL COWORU TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WO00_ INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH+ A LEAD 90RE HOLE OF 60 TO 70 PERCENT OF THE 9 D I AE T ER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS_ 31. WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16' O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10' -0' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12' O.C. AND LAP MINIMUM 4'-0' AT JOINTS AND PROVIDE EIGHT 16d NAILS A 4' O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON- CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4' -0" ON- CENTER EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d 912" ON- CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1 -1/4' TYPE S OR W SCREWS 9 8' ON- CENTER. UNLESS INDICATED OTHERWISE, 1/2' (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON- CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN- SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12' ON-CENTER ALLOW 1/8' SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6' ON- CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12' ON - CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES Al UNLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12' ON- CENTER UNLESS OTHERWISE NOTED. D. TONGUE- AND - GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE - NAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACENAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8' SPIKES @ 30' O.C. ( MAXI MUM) AND @ 10' (MAXIMUM) FROM THE END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. ALL DECKING SHALL BE PLACED WITH A CONTROLLED RANDOM LAYOUT. EACH PLANK SHALL BEAR ON AT LEAST ONE SUPPORT. END JOINTS SHALL BE CONNECTED WITH 10 GAUGE METAL SPLINES DRIVEN INTO PRE -CUT SLOTS. TONGUE AND GROOVE JOINTS SHALL BE GLUED WITH CONSTRUCTION ADHESIVE WHERE NOTED ON PLAN. pD5- j /4'x3!n %9 4C x,. .0ld ( Y2'1H NK Sa. W m f s� o�.o. i ftlla cW-»- 5 ;__1 (2) 1 "x9a /4' LVL SISTERLY TO 404 w/ (2) 16d • Yoc FROM SUPPORT TO L/3 AWAY FROM SUPPORT EA END. AT CENTER 3rd NAIL w/ (2) 16d 0 6'oc SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION = Thud Avenue • Suae Moo - Seattle, WA Slip ph job 443.6»s fax. 2o6-443.487a Typical Top 8 Bottom Track at Interior Walls L (E) 414 BEAM (E) 2x4 RAFTERS REVKIONS: NO PUNCHOUT SHALL tyV �f a u SCREW ATTACHMENT SEE NOTE BELOW NOTES: • WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD NO. 6 x 7 /16' PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN DRYWALL COVERING, TRACK AND STUD FLANGES ARE ATTACHED AT SAME TIME, A STANDARD (MIN.) 1' LONG DRYWALL SCREW SHALL BE USED. ANY COMBINATION OF THE ABOVE MATHODS MAY BE USED IN THE ERECTION OF A COMPLETED WALL ASSEMBLY. (4)SCREWS READ. AT EACH BLOCK SHEATHING PER ARCH BEND NEB OF BLKG. AND CONNECT TO EACH STUD W /(2)/8 SCREWS PROVIDE BLOCKING USING OCCUR WITHIN 12" SAME MATERIAL AS STUDS FROM END OF STUD STUDS MUST BE FULLY CONN. BOT. TRACK SEATED AGAINST TRACK TO FLOOR W /.145'b DRIVE PINS A 1'/2' x 20ga CONT. STRAPS S -0 4' -0'oc U.O.N. RUNNER TRACK SAME GAGE AS STUD \_ MINIMUM 1' WIDE _.. •'�'��� _ tyV �f a u SCREW ATTACHMENT SEE NOTE BELOW NOTES: • WHEN TRACK IS ATTACHED DIRECTLY TO STUD FLANGE, A STANDARD NO. 6 x 7 /16' PAN HEAD SHEET METAL SCREW SHALL BE USED. WHEN DRYWALL COVERING, TRACK AND STUD FLANGES ARE ATTACHED AT SAME TIME, A STANDARD (MIN.) 1' LONG DRYWALL SCREW SHALL BE USED. ANY COMBINATION OF THE ABOVE MATHODS MAY BE USED IN THE ERECTION OF A COMPLETED WALL ASSEMBLY. (4)SCREWS READ. AT EACH BLOCK SHEATHING PER ARCH BEND NEB OF BLKG. AND CONNECT TO EACH STUD W /(2)/8 SCREWS PROVIDE BLOCKING USING SAME MATERIAL AS STUDS 0 48'ac HORIZONTALLY AND MATCHING STRAP LOCATIONS f-- ZD �K 1 1'/2' x 20ga CONT. STRAPS S -0 AND 6' -0' ABOVE FLOOR CONNECTED TO EACH STUD w1(1)j8 SCREW AND TO EACH BLOCK W/(4)#8 SCREIMS SPACING NOT TO EXCEED 3'4' BETWEEN POINTS OF LATERAL SUPPORT rf SL:C: DOOR - TRAO( Blocking where Studs Untfied One Side 3 r rig DRAWN: NHD DESIGN: ZFK CHECKED: ZFK APPROVED: DJS PROJECT TALE: AMB Warehouse HVAC Alex C3art seb-47 , IF Cww PH (206) 662-SOW IFX (206) 621 -7717 C OF __WWb Fkm Vm . • = :: !PERMIT iPV%A \ - , _1 _ F 'Sectivl 8;,� - J �- St..T�,l?MG a00W T �R� O WHERE -= �orRr mom e nom D�oo� 1W W Sim r - - . , �: _ _ _ ._..r.-� ��C.° m.a. ��++.6.i"++�:� �� +Ritir:�lr..�:3�ie�.- •pi,�'- �. y....... ,. ...+s __ _. ti. _- _ _.,....- _ ��- �:....�a�.�i.�.� e:r -_.� - -. ._ 7-_- - ..... . �... ,r. _ C II -LUS26, typ. WHERE UNITS DO NOT FALL DIRECTLY OVER 414, PLACE 24 0 24 (PARALLEL TO M's) RE IAOVE (E) HVAC UNIT i ' • typ. UNDER `. ALL NEW { 1 UNITS L _ _ I ! L r' R t 1 i 2&3/ - St.i 1� _ (E) 4x14 i 1 /ji.l cv cv cr HVAC BOTH :MRS - r Pik � 3 � I 1� n M _\ w' L-34 i MEW WVAC INFILL r/ 24 • 24'oc, typ_ VAM rr SWENSON SAY FAGtT A STRUCTURAL ENGINEERING CORPORATION 2 Third Avenue - Suits 'Go - Seattle, WA 98121 ph io6 443 6tis tax io6.443447a rt EXPIRES a/2S/ DRAWN: NHD DESIGN: ZFK CHECKED: ZFK APPROVED: DJS l REVISIONS: PROJECT TITLE. AMB Warehouse HVAC 1 . .. c, _ _ p I � NC� 4V 1 Crry OF r PERT CENTER - - Alex Oark 1 C m YSlo M Aid - teCtLm al Graf PH (206 662-90W i FX (206162: -7717 PERMIT slow —I%k i � Siftoduf+0l low 14 s - WlQ elm NaaecT me 1523.2�� OW TO • IV s1M w+r � a, .: ,.. - .:. +. -- — ' �.. . te r•... -. - ' a�"^i/r. .. r/'a 7� -.r�- -`�4 . ! '�.�1 ...r.Cr + - '*�Li+ ��.a -- �c...n+ _ - rr _ •. .. ^. . �.. -.ra. ,��.�. ! Y .- #L ^'c..— .. —_ _ - ... _ - T^�c.�. 1'' .._�.����•sri�►.._ _�.J. —y ,ii.1= _..�..i....�rr .�..:L 'rte ` �c.�e. -..f._ �:a. -. z...r.. -. �.. _..... U n C II -LUS26, typ. WHERE UNITS DO NOT FALL DIRECTLY OVER 414, PLACE 24 0 24 (PARALLEL TO M's) RE IAOVE (E) HVAC UNIT i ' • typ. UNDER `. ALL NEW { 1 UNITS L _ _ I ! L r' R t 1 i 2&3/ - St.i 1� _ (E) 4x14 i 1 /ji.l cv cv cr HVAC BOTH :MRS - r Pik � 3 � I 1� n M _\ w' L-34 i MEW WVAC INFILL r/ 24 • 24'oc, typ_ VAM rr SWENSON SAY FAGtT A STRUCTURAL ENGINEERING CORPORATION 2 Third Avenue - Suits 'Go - Seattle, WA 98121 ph io6 443 6tis tax io6.443447a rt EXPIRES a/2S/ DRAWN: NHD DESIGN: ZFK CHECKED: ZFK APPROVED: DJS l REVISIONS: PROJECT TITLE. AMB Warehouse HVAC 1 . .. c, _ _ p I � NC� 4V 1 Crry OF r PERT CENTER - - Alex Oark 1 C m YSlo M Aid - teCtLm al Graf PH (206 662-90W i FX (206162: -7717 PERMIT slow —I%k i � Siftoduf+0l low 14 s - WlQ elm NaaecT me 1523.2�� OW TO • IV s1M w+r � a, .: ,.. - .:. +. -- — ' �.. . te r•... -. - ' a�"^i/r. .. r/'a 7� -.r�- -`�4 . ! '�.�1 ...r.Cr + - '*�Li+ ��.a -- �c...n+ _ - rr _ •. .. ^. . �.. -.ra. ,��.�. ! Y .- #L ^'c..— .. —_ _ - ... _ - T^�c.�. 1'' .._�.����•sri�►.._ _�.J. —y ,ii.1= _..�..i....�rr .�..:L 'rte ` �c.�e. -..f._ �:a. -. z...r.. -. �.. _..... .•I ! ! ! 4W CLEARANCE + ; f , 1 y L , 49' CLEARANCE - - (TYP) ; -- -- — - , r�r - � HP -1 0 V y �� � L -A L J HP 4 ne 48" CLEARANCE -- -- k (TYP) I - - -. 4 —'PAR i - i i t i - vor s ROOF PL - 304L IN-ty--r H r SITE MAP \Nr I -S-1206 14 � . :AkrdW*m �. - , 124001E Margin-61 Way S. � - Seattle; WA, 98168 .� d Pwk •� - '3 12MM 3t - `•'' 4 . so 'tom st -- _ } At ,� ._ __. � � 5.126+4•- -- -- `� � - .,. • l5b Moos,tiMr,.tc�'�o�oo�w�eo�w/1 b I _ - • + '� PACKAGED ROOFTOP HE AT PUMP SC EDULE lECHNK& PM91 SET TAG 8 _ _ — HP- 1.2,3.4.5 HP -6.7 TRANE WSC09oA4RGA HP-0 BASIS OF DESIGN _ _ TRANS WSC060A4RGA TRANE WSC048AARGA ROOF ROOF ROOF SUPPLY FAN ice '*_ = SUPPLY FAN TYPE FC FC FC SUP. FAN CONFIG. DRAW THROUGH DRAW THROUGH DRAW THROUGH SUPPLY CFA _ 1950 3 00 0 1 600 SUP E .S.P. _ 0.75 0.75 1.67 -- 0.75 SUPPLY BHP/ HP SUPPLY MOTOR EFFICIENCY CODE MIN. CODE MN+1_ CODE MK OUANTITY OF SUPPLY FANS 1 1 1 COOLING _ COOLING COIL EAT (D6NVB) 78/63 7&63 78/63 COOLING COIL LAT (DO/WB) 55.115331 56- 33153.97 55.0915324 NET COOLING MBH 57.18 80.63 46.1 HEATING T PU M HEATING COIL TYPE HEATING COIL EAT (DB) HEAT PUMP 60F HEAT PUMP 60F HEAT PUMP 60F HEATING COIL LAT (DO) 78.,28E 79.65F 78.04F FEATMG (AUK. - HEATING COL TYPE ELECTRIC ELECTRIC ELECTRIC HEATING COL KW 18 18 18 HEATING COL EAT (DO) 60F 60F BknF HEATING COIL LAT (DB) ELECTCAL — -- - RI -- 89.3F 89.3F 89.3F - -- -- VOLTAGEIPHASE 4W3 4M 40M UNIT MCA ?6 212 121 UNIT Maps Fum S@NGLE POWT POWER - 25 YES -- 35 15 YES _ - — YES uwr Sgm OVERALL FE1GM OVERALL WOTH OVERALL L _ TOTAL WEIGHT (LESS SITE BUILT CURB) 3225 4425 7W 47' 5325" 88_S_ 990 3225 44.25 70' 592 - _ 610 AM SOUND RATING 85 90 82 FILTER EFF. (%) 301E 301E 30% NO1A1NAL TONNAkGE 5 7.5 4 AMBIENT T1 �ERATURE 95 95 95 UN@T E TYPE OF REFRIGERANT EC V*)M0ER - - - - _ 1Q 1 q..2 - 10.1 10.7 R-22- - YE - - P-22 YES YES - FACTORY CURS YES YES YES SMOKE DETECTOR YES YES NO 10 f.9CO - 0ECT _ IC 110 V. SERVE OUTLET WMIN 2S BY ELEC, BY ELEG BY aEC k5Y E W - @111 E1 Ec ` ^ BY ELM NOTE: 1 - ) FOR TRADE COOROIMAT10N REFER TO APPROVED EOU 5 Sl1BMiTALS 2 -) COOE COMPLYBIG CWROLS TO BE PROyDED BY COMTROLS CWTRACTOp Iomega i�str y Of rar. sr�ldtg SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE. WA 98124 1 -804- 669 -6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND. OR 97218 503 -331 -0234 w+rw.maanstry.ccrn PROJECT- GROUP HEALTH MEDICAL WAREHOUSE- ROC 1200 East Marginal Way S. TukwiW, WA 98168 RECISTRAT*N_ Rf�rS�NS: 11 - lECHNK& PM91 SET MUN �IRi..1�tIR7 r MG Uk ice '*_ = AS SHOW R" PLM WAC c r, ,F s M 1 so* - %I -WrI = 400 `•� -'� *. �:�... �,Y''"�� `s \. 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'1: !. w-.. _ ._ ._._ _ ... r f '' f r L'r � 1 1 . _ � -n _.i- .i.�7_ � i .. _. —�'. ,' .._ 1 T 1A C •1 �_ _ — _+ _ _...._ ♦ .' _ 1 — — _ t - - V • i 1 F , ; 12x8 -400 TITUS -300 RS i i f TYP OF (4) e j 12x8-400 T —300 RS ITUS IAN - OD _ 1 22x30 1 /2 -- - -- ` - -- - -- - - - - - - _ - - - SCREENED OPENING _ = - "i ■ ■ 8 T1 300 RSA e ■ �'. --__ =- _ _ -_ - -_ - _ -- - E ON TOP t TYP OF (5) - - - 12 02-600 - 4x14 •- - - - -- -' ' I i �•' /�, cfm TITUS -300 RS t ; ♦ _ - -- - -- - -- - - - -_ - - - -_TYP OF_ - - - - - -- IN in — — —. _1— -- — — — 24x40 1 j2 - 24x40 1/2 r: SCREENED - - - - - -- _ :- _ - SCREENED _OPENING 22x30 1/2 �— OPENING »' _ : ON TOP B - L SCREENED r�T H p - 2 — _- - - - - - HP - 6 22x30 1 /2 SCREENED HP - 2 OON TOP - ___ - _ - -- _ -- _ � _: 32x18 OPENING - - - 6 ON TOP 4x 14 ; '•., E _ . _ - ' ., , - _3 2x18 ® I �- ■ F 24x14 -- e 24x14 L - J B e - - - -J 24x14 e � - - -- HP -3 HP - 22x30 1 /2 22x30 1 /2 24x40 1 2 _ _ __. _ _ _._. _____ -._ -- __ -- _ -- _ ___ —_ _ _._ -- -_ -- _ -- SCREENED _ SCREENED H HP -8 SCREENED OPENING OPENING r - - - - - - 32x18 OPENING ON TOP ON TOP , ON TOP 12x8 -400 12x8 -400 12x8 -400 -- - TRUS -300 RS TITUS -300 RS �- 300 ) RS - -- - - TYP OF (5) TYP OF (5) - - - - co OD co aD C l f _ -- - -- - --'- - 0D !' � i - - -- -- -- -- 12x8 -400 } RS TYP OF (5 r _ -- 2x 12 -600 cfm TiTJS -300 RS O - -- - - - - - - - - -- - - - " -- - -_ -.— _- - _ _ _ -- _ _-- _ _ _ _ - _ —-- -- -- - _ _ _ _-'-- - -_ - - -___ - tom•- - - - -.- _ _ - _= _ -- _� __ --� - - , .— - : =si. a,is .-ti _ _ _ ^ i _ - tea.:. s s. _ - _ r _ - _ - - -_ • _ _ _ - -- .1 _ - _ MEZZANINE PLAN - qua 1� WAC "�str y Of raW Br1101 �J�( • SEATTLE. M 3RD AVENUE S PO BOX 24567 SEATTLE. WA 98124 1 -OW -669 -6223 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503 -331 -0234 GROUP HEALTH MEDICAL WAREHOUSE- ROC 12400 East Marginal Way S. Tukwila, WA. 98168 REUSTRATION: )19 L ll; L 11 -1005 IECHI ICAL PERM SET DE D laR ti { Jas Soh_ J SHOW FLOOR RM - WAO S+-f c"_ rI. W+ q-EP*&Wf p <t. icej sm crY Nc --Pk h%A M-2 �T v� 1 ..mss... -.._ _'.M!!'t - ..... •.• .r^.�•'�Y�'oc � - -. _•>rt�e- ,.:ate_ _.�3.,,._.�o. • `:_�..�L..'- .- �__..•s.:. � =- = .���.lL..i.� � _ �:��- s.�,,. __� _ - - _ _- _� .�1.._ _. _ _ ._ -. __ _ � .._ _... _ ..�.�. -- - -.. _ ._ _ "' _ _ _ - _