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Permit D04-082 - WASHINGTON CITIES INSURANCE AUTHORITY (WCIA) - TENANT IMPROVEMENT
WCIA 320 ANDOVER PK E D04 -082 • • • � j City of Tukwila r�ae Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0223200060 Permit Number D04-082 Address: 320 ANDOVER PK E TUKW Issue Date: 06/21/2004 Suite No: Permit Expires On: 12/18/2004 Tenant: Name: WA CITIES INSURANCE AUTHORITY Address: 320 ANDOVER PK E, TUKWILA WA Owner: Name: CENTERPLEX Phone: Address: 331 ANDOVER PARK EAST #100, TUKWILA WA Contact Person: Name: DAVID SEELY Phone: 425 881 -7506 Address: THE DRIFTMIER ARCHITECTS, 7983 LEARY WY NE Contractor: Name: PCT CONSTRUCTION INC Phone: Address: 7400 THIRD AV S, SEATTLE WA Contractor License No: PCTCOI *0301P3 Expiration Date: 03 /31/2006 DESCRIPTION OF WORK: INTERIOR COMMON AREAS: EXPANDED LOBBY, NEW ELEVATOR, HVAC MODIFICATIONS, ELECTRICAL, PHONE AND COMMUNICATIONS UPGRADE. OWNER TENANT IMPROVEMENT TO MOST OF FIRST FLOOR. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL FOR PARKING LOT OVERLAY, MODIFICATIONS TO LANDSCAPE IRRIGATION, NEW 1.5" DEDUCT WATER METER FOR IRRIGATION & INSTALATION OF AN RPBA ON DOMESTIC WATER TO BE PLACED INSIDE THE EXISTING UTILITY ROOM WITHIN THE BUILDING. Value of Construction: $720,000.00 Fees Collected: $9,445.94 Type of Fire Protection: SPRINKLER /AFA Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0016 i 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: Y Volumes: Cut 98 c.y. Fill 71 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: doc: Devperm D04 -082 Printed: 06 -21 -2004 Z rz �w JU 00 Co o co W J = H CO)LL W J LL j. to :3 = w ?P I- 0 w ~ w U� 0 �. wW HF —0 .z w CO O Z 4 j � �,l11U1, Ci of Tukwila i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 4 Water Meter: N ** Continued Next Page ** z Z W . u� D J U 0 0. W =' J � �U WO U- Q' co d ' F=- _ H- O Z 1—. W ` O N � H W W; �U LL HO LL! Z U CO Z f g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: <a- Date: 1 2 �y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be 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 regulatog-c- okstructiontor the performance of work. I am authorized to sign and obtain this development permit. Signature Date: 6 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -082 Printed: 06 -21 -2004 Z JU UO 0 w= J ii.— N LL w 9-j U. = W ' Z F H O Z H LU w U0 O N 01-- LLI F- LL:O . Z . W U CO H O Z •.�;3kw,�. � �:�.' � l � .1.. .F�„ .:fj 4 � .r.3 -� td..:_uS�:..�.wLU+:ti:7i� +i. ac«.. .a'+»+�( �. �. i. �. isr; 44sw5sk�i ..iGUAsw�i'r!.in'.::�1aa �.. � City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0223200060 Permit Number: D04-082 Address: 320 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 03/05/2004 Tenant: WA CITIES INSURANCE AUTHORITY Issue Date: 06/21/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 9: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). 10: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 11: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 12: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 13: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 14: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 16: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the t=ire performance rating thereof. 17: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). doc: Conditions D04 -082 Printed: 06 -21 -2004 z =z �w � D U 00 CO 0 J = H- NLL w LLQ Co D = �w z F-- O z t- w W U ON 0H wW F� 6 0 ..z W U= O z x ,�� C of Tukwila rnae Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any z �-: requirements for special inspection. ~ w 19: All wood to remain in placed concrete shall be treated wood. J 20: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be CO o construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any co W � other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this H code shall be valid. S2 LL O 21: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building U Inspector. co d 22: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform w Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. z 11-0 23: ** *FIRE DEPARTMENT CONDITIONS * ** w w �5 24: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following v N concerns: o� 25: Maintain fire extinguisher coverage throughout. W v 26 Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) U- Z U co 27: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors 0 H shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of z an approved type. (UFC 1207.3) 28: 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. (UFC 1207.3) 29: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 30: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 31: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 32: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 34: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) doc: Conditions D04 -082 Printed: 06 -21 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 35: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) z 36: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Y 9 Y PP ~ w Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) Zi UO LU 37: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and LU W Tukwila Fire De Department Job Number available to confirm shut down approval. (City Ordinance #1900 P PP ( tY ) H N LL W 0 38: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 39: Required titre resistive construction, including occupancy separations, area separation walls, exterior walls due to LL location on property, t=ire resistive requirements based on type of construction, draft stop partitions and roof co d coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored w or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) z_ 40: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed H- 0 w w description of intended use. ? o U 41: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of 0 such condition or violation. w — = w U 42: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. z *PUBLIC * ** Iii UN 43: ** WORKS DEPARTMENT CONDITIONS p H 44: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least Z 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 45: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 46: Any material spilled onto any street shall be cleaned up immediately. 47: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 48: From October 1 through April 30, cover any slopes and stockpiles that are 3H:iV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 49: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 50: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 51: The exempt meter work shall include a State Department of Health approved double check valve assembly. 52: The deduct meter shall read flow quantities in 100's of cubic feet and shall have an ECR -WP register that is compatible doc: Conditions D04 -082 Printed: 06 -21 -2004 perft;rt*k ?` HIx .!° >e.�!ac�,axr, }+ ctr �µn ar+- rrr,« v, n<, ��..,..., r+„ tk x•,.,>-,,. �nm�'. v mY�yv. �s.. y. �� ra}. n±+:* iC' 1x9 fKw hEi�?? 4"k , ;k �AkrTV 6 `N , utb'.d�9'Pf :�i: - .k:+ �Nn�i,Lu.Wawr�...l�l::+d.b:�: w- teuVe. . Y47��'++'� a�i1«.+uire+d�ti+a'�r.:•.L`� xad:.w`^r�.+�+ ...- �'.�od�rni.eo.iwvv � � �.. City of T k it Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 to the invensys automatic reading system. Deduct meter shall be installed within six ft of the permanent meter when located in alandscape area. in order to connect the deduct meter to the permanent meter reading system coonct the two z boxes using PVC conduit. z �w 53: All double check valve assemblies shall be approved by the State Department of Health. D 54: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State U p Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. CO = J I. 55: PER DETAIL "E" ON PLAN SHEET M -6 CONTRACTOR SHALL SUBMIT TO PW SIZE, MANUFACTURER AND MODEL NUMBER OF Co w w O. THE PROPOSED REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR APPROVAL BY THE CITY PRIOR TO INSTALLATION. PLUMBING PERMIT AND LL Q INSPECTION FROM KING COUNTY ENVIRONMENTAL HEALTH IS REQUIRED. PW SHALL CODUCT ONLY A COURTESY co d INSPECTION TO ASSURE THAT w THE PROPER DEVICE WAS INSTALLED. z KING COUNTY ENVIRONMENTAL HEALTH F.. O z ►- w * *continued on next page ** v O N o t` wW i L ' z to tll U Z. O z 1 i r doc: Conditions D04 -082 Printed: 06 -21 -2004 . C ity of Tukwila E i906 t 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: Date: d ' 21 ®y Z gl Z` '~ w fY M D UO CO) 0 CO) 1: J �— CO LL w O. U - �d = w Z I- O Z F- W W. U� O� �H W W U LLO .. Z w U W Z 6 O CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100. Tukwila, WA 98188 's•ti'„�:. �' ��' :a•J ';i:�� :, ii 5: � • ; ^ f = l,y'::.t +''�:i�_ . .:, ; �!`•) "K p1i';;i ^,C: � "ter",' `�,1 •` h� i" �st FAQ' c r, y' �r �Frx �•iti • 1 �r •. ') > r "� � �. ��fi.� ', . r��.. = fir s w ;w . Mechanical PennitNo r•� - ' t Public .P, t.; a PxojectNo ; t ,•'' _;R6 ` = ' f s : d '� ''� 1': ti •ti. f ' r j'dr ot^e'use .only)•: 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 ** r y''io .1 y i ," , T } r t� t " ��`.��. Sa�� 4 � �� i i � �•. tom. ; , L .. �, .. .�' �. {. t t' King Co Assessor's Tax No.: 0 2 -V3ZO -- 00G O Site Address: w 3 2 - D Atlp cly6 - PAr-K EA ,51- Suite Number: Floor: Tenant Name: W CITI A '{ 0 Property Owners Name: Wle -44 C'n (5c2 1 �15et&W C,L Awm Mailing Address: F,0, 5 1(041 _ 1 _C Tr3 tj C.ONTCT x New Tenant: 2_1*.'-' Yes [:)..No .A q9 State Zip Name: Dw(D 5 Lud � 0 pi r—rm 1 r: , AEC141 BEOS Day Telephone: 4Z-5 I q6 C Mailing Address: -7 C M S 1.1 y (1lf - �/ �e RiCD oty b t City State Zip E -Mail Address: c3'ot V'i r� ff 6tl r , C G M Fax Number: L�Zs (— GENERAL CONTRACTOR INFORMATION w r 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 ** ARCHITECT OF RECORD' =` All -plans must`be:wet stamped by Architect of Record t ENGINEER-OF RECORD All plans must be wet stamped by Engineer of Record ,: r Company Name: _1_'C - QF ELM I Age}H al Mailing Address: `19'$ �j LCJ�� - [rt- 60 ice(, 0t1D d5 City State Zip Contact Person: SICY- t *41 I b.- , P9A NC- (('A-(_- Day Telephone: _.4P '3 '8 E -Mail Address: Ir`i GAL LOD An _4 M i k r : C- ^,% Fax Number: 4y 3'3 1 - - 1 S O( ? Company Name: A1;i 461 N E= 64l��C� M oC.LF , tch&) -t 5 HT, A O.0 Mailing Address ^ ` tJ l? on&CA/"ic o-ta 9 9 ©p!� City State I Zip Contact Person: l _ � X � 53& j n i Day Telephone: ' 2 R l + E -Mail Address: cx,1e (- �0. cP.W -rcpt Co Fax Number: —t2� �Z -C Z Z �W UO ND J = 1 N LL WO g J L? � =W �O Z k— WW Do U ON 0H WW 2 H~ LL O �Z U= O Z \appliationslpermit application (3.2003) .. ... .......... ....• ..t +[ ..,,,:. r' a4. rfi i•w'..v.t!kn1•:t"S"!.I�ff:`J- tpp Valuation of Project (contractor's bid price): $ 'IZ0 ODU Existing Building Valuation: $ Scope of Work (please provide detailed information): 51T, � A1` fjT'r:AuAit1C& tOL- : g z 11 V CC LJ D (ff ' , PA y i� , Provide -All Building Areas in Square-FooXage Below r . ((` PLANNING DIVISION: li ! Single building footprint area of the foundation of all structures, plus an decks over 18 inches and overha g Y g tP nt �( Y g reater than 18 inches) g g *For an Accessory dwelling, provide the following: Lot Area (sq ft): '73, 4+ 7'- 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. I Number of Parking Stalls Provided: Standard: Compact: 21 Handicap: } Will there be a change in use? ...:Yes ❑ ..No If "yes ", explain: ( LUyrt.d T&JpN - r' S eACC 6 i FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ..Automatic Fire Alarm [] ..None E]. Other (specify) Will there be storage or use of flammable combustible or hazardous materials in the building? g. ❑..Yes g..No i If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. z. i! i 1 t i E � i it lapplicalions \permit application (3.2003) 3/2003 Page 2 I } Z J_ Z w QQ JU UQ to J = t-- �LL WO L j CO O = W H ZX ZO W U0 O� 0H WW HF_ W Z 111 U= O F- Z HVIAL. r , C -U6<7_tCA -e_, E24btN� 9 Cow n wi A474o �tpG -D� C ruF Tf NA�JT' t# & - P 94c njf� IST R -c�ot2.. Will there be new rack storage? [-] ..Yes X.. No If "yes ", see Handout No. for requirements. Addition to T e of Yp Type of Interior Existing Construction Occu ancy.per *is ting Remodel , rSt ructvre New a,' per UBC UBC ;l Floor I 1 It 5 62) OF --" �. °3 TI T! r (U7 Basemegt ,! k. Accessory Structure* :' NO N, 4 ~� ��O r� Attached Garage 1 Detached.Garage.:; Attached Carport .'._ :,. 'Detached_Carpoit hi Covered: Deck:': ((` PLANNING DIVISION: li ! Single building footprint area of the foundation of all structures, plus an decks over 18 inches and overha g Y g tP nt �( Y g reater than 18 inches) g g *For an Accessory dwelling, provide the following: Lot Area (sq ft): '73, 4+ 7'- 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. I Number of Parking Stalls Provided: Standard: Compact: 21 Handicap: } Will there be a change in use? ...:Yes ❑ ..No If "yes ", explain: ( LUyrt.d T&JpN - r' S eACC 6 i FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ..Automatic Fire Alarm [] ..None E]. Other (specify) Will there be storage or use of flammable combustible or hazardous materials in the building? g. ❑..Yes g..No i If "yes ", attach list of materials and storage locations on a separate 8-112 x 11 paper indicating quantities and Material Safety Data Sheets. z. i! i 1 t i E � i it lapplicalions \permit application (3.2003) 3/2003 Page 2 I } Z J_ Z w QQ JU UQ to J = t-- �LL WO L j CO O = W H ZX ZO W U0 O� 0H WW HF_ W Z 111 U= O F- Z HVIAL. r , C -U6<7_tCA -e_, E24btN� 9 Cow n wi A474o �tpG -D� C ruF Tf NA�JT' t# & - P 94c njf� IST R -c�ot2.. Will there be new rack storage? [-] ..Yes X.. No If "yes ", see Handout No. for requirements. Scope of Work (please provide detailed inform J a � tion): PAgj ( /d S` 1 ?I /J k . qt W FAA— V —t'.,> e, t0 r" N o 1l,16W 0T1 L, GdNN 6CT7j If C-0 Call before you Dig: 1- 800 - 424 -5555 f ' Please referto Pub1�c Works Bulletin #L for fees and estimate sheep:: Wa r District ...Tukwila ❑... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided SeV&r District Rr ..Tukwila ❑... 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 Ap lication mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x 34 ") 4 51{ C-1T_-f A k i t> / ❑...Technical Information Report (Storm Drainage) H(jk E] .. Geotechnical Report N /4' ❑...Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...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/Bxcavation/Fill- Right -of -way _V Non Right -of -way O�Total tal Cut J1 cubic yards ❑ .. Work in Flood Zone l Fill — _ IT4 _ cubic yards E] .. Storm Drainage E]..' Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding V(.Backflow Prevention - Fire Protection " Irrigation i VZ " Domestic Water " ❑ ...Permanent Water Meter Size... I I WO# ❑ ... Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size........ is ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION �.. r,_,,4Ac T. Tb 9-0-,k Ai vJ . Fire Line Size at Property Line Number of Public Fire Hydrant(s) If [9 .Water Sewer EV..Sewage Treatment Monthly Service Billing to: Name: rJ H ('�a���� , (o`� G . Day Telephone: Mailing Address: t ITT I,�1 {3/�i� �1 i 5 . �7ULr� 2 �o t :5 A*� � e WA C State Zip Water Meter Refund/Billing: Name: _, )S PW6 ' lam, I (NL Day Telephone:_ ` Mailing Address: Db �I�T U�(�(k1y r11V S � �U11 2� � � � wA Cit State Zip 4ppliationstpennit application (3.2003) 312003 Page 3 Z W UO CO W � 0 W = F- CO) LL WO LLQ co =d �W F- 0 Z H 5 U� ON � H W W ~ H �- O Z W co O F- Z n ( i � Day Telephone: ECH1"*1 AL 4 {= f .�" r G . 1 ,�y 1... .fu t �• 4 T y i ?Aj " x3r .;;::, a i �.:.r�.ri• � r f � '.r. 1. i�!,i i '�'� r4 t ! jYx:�'4',a3 >.:?'.i:�r., _ri:�` 5l. s1t • ;f'„,'f;ij +x:�- i'1;4 d t' I ,M }:� i.� ✓: `�:�:. ��i t '. '•,y .4'r,C�'���d�v ?. r k 'c f_'.�t'` .F. . il.. t' C:; .:•�...�T,.�p`XJ. {t'�',�3 n 7 n s.. ,, �.. .($�. -� f ✓ ..;�; 1 , MECHANICAL CONTRACTOR INFORMATION 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): $ �1 o Doo Scope of Work (please provide detailed information): M6Di r_i c&y orJ n F— 6 0 IfAC 54 1 GN l Lc6" VA ✓ 6 - C=S t 8AA;&Jck Do c.rs f�se�es . M60 DU CT60 gc�f �o L ��--1� SZON d1�—' �$� PLV_M aw PLUw,6 t.*Jln F i x-ir'U-g_ t ti) E Ts/ s�T Use: Residential: New .... F1 Replacement .... FI Commercial: New .... Replacement .... 2!� Fuel Type Electric ..... E] Gas .... N Other: VAQ Indicate type of mechanical work being installed and the quantity below: Untt.Type ;' .: .:.: Ql}' ..Unit Type Qty . Unit:Type Qty '` : .Boiler /Compressor:. Furnace <I OOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System z� . PLIsr, p 30 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig /Cooling System &J. &,Ik(lSin 2 Incinerator - Domestic Air Handling Unit J <= 10,000 CFM Incinerator — Comm /Ind •PERMIT APPL ICAT : 'D to A !:permits >tn tbis�applicat►un I nge �Y., a i �'t:' .'F.i f�. ,�• t.�, r��.. �. : e . - 'r'.. x : t:•._ :ti.�, 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Mailing Address: Date: I Date Application Accepted: Date Application C�pire� O � I Staff I iti� _ \Applit:Ationslpt:rrnit Application (3 -2003) n(W7 awn•xr. tnrr+�x «n�.w�.wmn nar+�.+✓ - ° - __rn. . Z W JU UO Cl) 0 C0 W J� D U. WO 95 LL ? � =w z� 1-0 W �5 U� ON O l— WW H� O ..Z W U= O Z City of Tukwil 1808 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: Receipt No.: R04 -01418 Initials: SKS User ID: 1165 Payee: i RECEIPT 0223200060 320 ANDOVER PK E TUKW WA CITIES INSURANCE AUTHORITY Permit Number: Status: Applied Date: Issue Date: D04 -082 ISSUED 03/05/2004 06/21/2004 Payment Amount: Payment Date: Balance: 1 10/18/2004 01:22 PM $0.00 WASHINGTON CITIES INSURANCE AUTHORITY TRANSACTION LIST: Type Method Description Amount Payment Check 18300 1,175.62 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 712.50 PLAN CHECK - NONRES 000/345.830 463.12 Total: 1,175.62 f 15 doc: Receipt Printed: 10 -18 -2004 Z Z W �U 00 w= C0 L w LLQ N = �W z H E- O Z 1— w � o ON .0 H WW L O. W Z U N H ~. O Z t �g Cit y of Tukwila f: t 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223200060 Permit Number: D04-082 Address: 320 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 03/05/2004 Applicant: WA CITIES INSURANCE AUTHORITY Issue Date: Receipt No.: R04 -00733 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: 5,368.25 06/16/2004 10:16 AM $0.00 Payee: WASHINGTON CITIES INSURANCE AUTHORITY TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 17918 5,368.25 ACCOUNT ITEM LIST: Description I------------------------------ i BUILDING - NONRES PW BASE APPLICATION FEE j PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code 000/322.100 000/322.100 000/342.400 000/342.400 000/386.904 Current Pmts 4,278.75 25.00 37.00 1,023.00 4.50 Total: 5,368.25 ' -,e.-1902 .06116 9716 TOTAL 5368.25:..- , doc: Receipt ----- . ••• Printed: 06 -16 -2004 z Z W U0 C0 W rn W = H t� LL. W O. LLQ d = W z� � - O z11-- W O OF- LU Lu �O W z U CO) H x O z ��VV11.�.1y City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223200060 Permit Number D04-082 Address: 320 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 03/05/2004 Applicant: WA CITIES INSURANCE AUTHORITY Issue Date: i Receipt No.: R04 -00274 Payment Amount: 177.69 Initials: SKS Payment Date: 03/05/2004 04:55 PM User ID: 1165 Balance: $9,243.25 Payee: DRIFfMIER ARCHITECTS P.S. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 14558 177.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 177.69 Total: 177.69 i 0 3/09 9716 MIX i doc: Receipt Printed: 03 -05 -2004 11111111101110, I-raft, z �w JU UO U) o wi 52 U W� U - = W z� �O z F- W Ul �o U 0—: 0 H W LLJ. F- tL O W z U= OH z vv %u, w - �.. �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223200060 Permit Number D04-082 Address: 320 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 03/05/2004 Applicant: WA CITIES INSURANCE AUTHORITY Issue Date: Receipt No.: R04 -00275 Payment Amount: 3 Initials: SKS Payment Date: 03/05/2004 04:56 PM User ID: 1165 Balance: $5,343.25 Payee: WASHINGTON CITIES INSURANCE AUTHORITY TRANSACTION LIST: Type Method. Description Amount ---- - - - - -- -- - - - - -- --------------------------- ------ - - - - -- Payment Check 17594 3,900.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 2,603.50 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 23.50 PW PLAN REVIEW 000/345.830 1,023.00 Total: 3,900.00 z Z ' JU 00 CO) wi U. WO L Q = w F— 0 z F-. LLI �5 U ON 0 F-- W F- �. U O •z W U= O F.. z INSPECTION RECORD q 7 Retain Retain a copy with permit ZPERM I NSPECTIO NO. f j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: WA- C3 ► I S .�� C, . A-LI Type of Inspection: , P I t'j / q Address: AD n r ? F Date Called: os `- Special Instructions: Date Want : a. m. c Q� p.m. Request Phone No: W Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /t 44 bf l d - rrrl' I /1'0 A.6 - �"v ARED. Prior to inspection, fee must be uite 100. Call to schedule reinspection. Z 'F W It W �U UO W� DLL W O LL N :) =a rr W Z 2 �O W it W U� O - 3 F— W W H LO .. Z W co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct: O Type of n pection: _�; o-� I Address: `� Date Called: ( ,D q 05— ` Specral Instructions: __ Date Wanted a.m. Requester: Pho eO ^O O teceipt No.: Date: �Z W JU UO CO 0 co �U- WO u - N� _ d �W ' Z Ir- F— O W ~ W U� O � o�- W HP LL O w Z U =. O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. t� C /D5 Project: W C4i � uiewi (e,d0{6 I t Type of Inspection Address: —„ 15 1?0 lod, -( Pie C Date Called: D z Ian oS Special Instructions: cif " GcW'dict h1kn L) Date Wanted: < ;m, - )3 /,.2 3 t1j p.m. Requester: pir"a ('10 t't ra // .2 U m r/X • 6 t' * Phone No: ©L - V vv&' wt)/►<. COMMENTS: 23 l P4 O—W4 r.a - 0 XV ra� 6 t' * UJ 01 W q tz' 1'V p �.. c 2'�' D `) I mil.- ti Inspector: D � U Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Z k- W �QQ � JU U O 00 10 W J = LD U- WO r r J L? a = W Zo W W to U o �- WW u_ Z 111 O z .4 I INSPECTION RECORD D 0 4 . �8 j Retain a copy with permit r t INSPECTION NO. PERMIT NO. ` CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: � _ l � � � Type of Inspection: R na Address: 3 2 0 A P E Date Called: ^ aJ Special Instructions: Date Wanted: 2 7 5 P.m. Requester: !tea Phone No: 206 1 F� Approved per applicable codes. Corrections required prior to approval. Receipt No.: 1 7 7 Inspector: Date: O r^ $47.00 REINSPECIION FEE REQUIRED. Prior to inspection, fee Lt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 2 H �~ W JU UO to 0 J � �LL WO U. Q co) = F.. W Z = t-- O W H W U0 ON o ff WW H ll! Z U= O Z INSPECTION RECORD Retain a copy with permit �0 y INSPECTION NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ash - Cr':��s _ _,vs . Type of Inspection: 5A'(4;'4 / — — SX21e Address: 2.2v 41vD"•Fr- Date Called: Special Instructions: Date Wanted: a.m. / -Z ^.2Z O y p.m. Requester: Phone No: F Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: / d TTO A, pSFn/� YS 1 1 - - 1109 ! cto Date: Vip .00REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: x 'f/ Z 11-: °~ W �U UO NO co LU J = �L wo 9 -1 W j. ca d. = W ?� 1- O ZIr- W W 5 U� O N o ff WW H� W Z ill CO) O Z INSPECTION RECORD 7 Retain a copy with permit U� INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: as C? /7' /5J� , - ect Type of Inspection: s, ,� �o�fs ,� Address: -?d o 14)"WdvP0? Date Called: /,;) - -12-- o Special Instructions: Date Wanted: a.m. /_�-, - 2-,2_ -- a,V p.m. Requester: Phone No: 5 4pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 45S 0nM TE -S o' Z �W �U tU 0 ( 1) Cl J = N O W� Q� J LL CO) = W Zo W W' gy 0 oIr- WW H( tL O Lll Z U =. O Z INSPECTION RECORD GPERM�1. Retain a copy with permit : INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Dat Called: Special Instructions: Date Wanted: a.m. /oZ — 2 7- p.m. Requester: Phone No: ®Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / S ,-e /2 /7�f r '� -�-► 07 C/ 7 e-d ' /.2 -2 - -d pec r: Date: 47.00 REINSPECT inspection, ON FEE RE U RED. Prior to ins fee must be 7 Q p paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ' ~ Q W W� UO (1)(3 J = S2 U- WO LLQ =d F- W Z � F- O Z F- �j Uj ON WW F- U u.. O Z W b F- / f INSPECTION RECORD 7 INSPECTION N0. Retain a copy with permit 56 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. /,,2 ,z -- O�{ p.m. Requester: Phone No: D pproved per applicable codes. 11 Corrections required prior to approval. COMMENTS: �SSOC'rfl In p ctor: Date: 47.00 REINSP ION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z I '— W UO to D J � �LL W� 9 LL N Z� ZO �5 �p O- 0 F-. WW H� LL O W Z 0 _ O Z 1 , INSPECTION RECORD ` Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIC 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I (206)431 -3670 Pro'eq ,9s 0; /« s . Type of Inspection: � s, , e j N � e , �/ Address: Date Called: i - - Special Instructions: Date Wanted: a.m. /2 — 2 - 2 - - 10 �/ p.m. Requester: Phone No: ®Approved per applicable codes. Corrections required prior to approval. COMMENTS: / �^ d 770 i 56AI "Il/ Inspect& Date. F 7 0 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be Yd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: l� z W . JU UO W J �.. !2U. WO 2 �. 9a N:3 �W z� H O W t— W 5 U� ON OH WW 2 H L). O •• z W CO) O z INSPECTION RECORD 14 5?� LJ Retain a copy with permit INSPECTION NO. PEF CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 ) 3670 Project: -:[ � - '31 T4S Type of Inspection: �,v ► �* Address: *1 20 Date Called: 1 a. - - o Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Z Z �W Q� JU UO = W C0 U. WO �5 u_ co _CY �.. W ZH H O W ~ W 5 U O C WW U �O •• Z W U= O� Z ❑ Approved per applicable codes. 11 Corrections required prior to approval. r , INSPECTION RECORD Retain a copy with permit O� INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 s Project: Type of Inspection: Ad ress: Date Called: /� Cl� Wal k q-- Special Instructions: Date Wanted: a. m. I L P.M. Requester: Phone No: , ism Z �U UO CO Q J H CO LL WO r} J LL a to :3 = W ' z� H O Z F- LLI �5 �p U O N 01— W W U LL ~ O W Z co O Z Approved per applicable codes. n Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit O� " U0 INSPECTION NO. PERMIT' O. CITY OF TUKWILA BUILDING DIVISION -)lIq4) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ©Approved per applicable codes. FI Corrections required prior to approval n ector: Date: .00 REINSPECTION �EE REQUIRED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj c : _ Type of Inspection: Address: Date Called o Special Instructions: Date Wanted: a.m. 1 2 — 1 J V p.m. Requester' bl� 4A J Phone No: Z W QQ � JU 0 co o W J T U- WO 9 a5 LL _ d W Z = ZO W U� 0H W H LL —0 til Z., U co, F- Z INSPECTION RECORD L 7 J Retain a copy with permit L ! INSPECTION NO. PER T N0. CITY OF TUKWILA BUILDING DIVISION T4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: ,OJA v S Address: Date Called: Special Instructions: Date Wanted: a.m. Z — 1 �� P.m. Requester: A d Phone No: b 9 L -- 0v36 Approved per applicable codes. i F1 Corrections required prior to approval. Z ~ W JU cU 0 0 W Ir— S2 W WO LL ¢. N� =a �W z I- O Z f— III W U� O Cl) 0H W �� u. O. W Z U V 1— � O F- Z INSPECTION RECOR � � Retain a copy with permit INSPECTION NO. P IT NO. CITY OF TUKWILA BUILDING DIVISION *A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect' I , 5 Type of Inspection: r Address: Date Called: -- Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 1:1 Corrections required prior to approval. ( it P r ---A - ) \Q I., ---- 0 e-vKZ 16 it I !ns ector: ' Date. c Z -- I O t 7 $ 7.00 REINSPECTION F E REQUIRED. Pry r to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rdediot No.: IDate: Z M W JU UO NO C0 w J = co LL W 0 9 - U� co = W Z -.. ZO LU W U co 0 h- WW I— LL O WZ co O Z XI INSPECTION RECORD - s Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (' 670 Project: A/� Type cf Inspe • ion: / AIA V / t e— Address �J I S7ff ecial Date C�aled: r Instructions: Date Wanted: ' a. m. f — m. Requester: Pho a No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: J 1 J paid at 6300 Southcenter Bivd., Suite 100. Callao schedule reinspection. Receipt No.: Date: sp ctor: Date: 6 $47.00 REINSPECTIO FEE REQU ED. Prior to inspection, fee must be Z W U UO N J Ln LL WO U. N� = W s ZH ! O W �j U 0. O - o F- WW U H I- Z tl! co Z INSPECTION RECORD L Retain a copy with permit INSPECTION NO. PER r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Proj ct: A$4 - (a IT `t t-i S Type of Inspection: J Address: 3 .P. O N O rNE t P 2 IC , Date Called: 1 1 r /0 Special Instructions: Date Wanted: a.m. i ) I A t P.M. Re ct i (�, u �J A•u/ -7 a / H1'e,1 - iP Phone No: ❑ Approved per applicable codes. 13 corrections required prior to approval. COMMENTS: -7 a / H1'e,1 - iP I L C; L ( :5 Ti)l - 7 / / �1 �A �1 v 5?1 Jc /A/ Inspect r: Date: F;j ;47.100 REINSPECTION FEE EQUIRED. P to inspection, fee must be paid at 6300 Southcenter BI d., Suite 10 . Call to schedule reinspection. 19 teipt No.: Date: i Z ~ Q W W� JU UO Cl) J H S2 U- WO 9-j LL U� = �W Z H z Off. W Uj �p U N � F- WW H L). LL O W Z U =. O Z INSPECTION RECORD Retain a copy witff permit INSPECTION NO. PER i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ! Type of Inspection: �t, d4 L �/ GG Address: Date Called: pecial Instructions: Date Wanted: a.m. p.m. Requester: P ne No: 11 Approved per applicable codes. 1-1 Corrections required prior to approval. C OMMENTS: .. 1 � • r � • Ii sp -tor: Date. $4 .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z '- W IX _3 UO CO J = H (D LL WO 9-J U. Q to = �W Z = �O W ~ W �p U 0 W 3: lL O LLi z F= � Z . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: &! • 0 7 A45 Type of Inspection: � v X00— Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone N . per applicable codes. Corrections required prior to approval eAJA In ector Date: �4 .00 REINSPECTION FE EQUIRE . Prior to inspection, fee must be ,aid at 6300 Southcenter BI ., Suite 100. Call to schedule reinspection. Receipt No.: I Date: z ~ W UO CO W = �LL WO LL co O = W H =. z F- Zo W W U� ON 0 f- WW H� LL O W z U= O z 3 j INSPECTION RECORD Retain a copy with permit 0y INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: -.� (� 0 17r5 . Z1J6 Type of Ins ction• -. Xls 211,4 7-1 Address: � P Date Called: — a r0 Special Instructions: Date Wanted: a.m. /0 Q - 0 p.m. Requester: / Phone No: i Corrections required prior to approval. M Approved per applicable codes. Receipt No.: Date: I . ? :" .of' .�:. . - .c . ,.L�. "�� 1 ^�'. n . F,. , l.•I ��t:. �4 o:tt.. .c'�r.' ,'b:' ..1`F .. r � t... Z +-W JU UO 0 III J H N LL. W O: �- LL. N� = W H Z I... F- O W F-. �5 U� O CO OH W UJ HC.) �O •Z W U= O~ Z INSPECTION RECORD l ' J Retain a copy with permit �- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: n A) Tg-7,x lo Date: .00 REINSPECTION FEE R UIRED. Pri r to inspection, fee must' e aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: Date: r P Project: Type of Inspection: Wlq C17 7f S % A/S . /- / 61Y -;A/ 9 �7d - 4 S Address: Date Called: �? U -- 7-- O � Special Instructions: Date Wanted: a:m. Requester: 1 A/ Phone No: zz *.- Z �W JU UO NO U) UJI J Lo U- W° La CO) = W z H Zo W U� U � 1— WW H O. W z U= z INSPECTION RECORD CO Retain a copy with permit D °12 INSPECTION NO. PERMIT NO. f �. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: (�J14 Cy�T /FS SAS Type of Inspection: Fl ? "I�'1in/� Address: 1-r) Date Called: /U a? - o/` _ Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: (Date: Z i} Z �W U' UO O W= CO) LL WO L_ U = W ?� Zo LU W U� O Co" � H WW H W Z LLI CO) O Z $47.00 REINSPECTION,.FAE REQUIRED. P Ior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 190. Call to schedule reinspection. • `i4ia:�t}:}i1.'. ,. L(�„ .;�i' � 'F�C.ieF�'PS''?w<�i,:'�` }r. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 F] Approved per applicable codes. Project* O/7 f Type of Inspection: /;- i' i'f , ? r / Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Corrections required prior to approval. COMMENTS: a6 0 �. 1 6 WO t2 e A Y 4- /V 1 14 + ice'/ I k r i p 1 S d z jU 00 0 WX �LL w 2� . U CO = �W ' Z I— Z� �p U O -. o�- WW 3:( O 111 z U =, O z INSPECTION RECORD f ` Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I ' 0 , ( % 7 F5 Type , Inspect(on: , / - 1 / / aI�} Address: Date Called: /o- , xv -oY Special Instructions: Date Wanted: a.m. p.m. Requester: Ph o a No: 1 - / Approved per applicable codes. O Corrections required prior to approval. COMMENTS: //�� /z—J ! OA-" A1'17214 QA/h/ 1*-Aklo A1 Insp t : Date: S .00 REINSPECTION FEE REQUIR . Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Su' a 100. Call to schedule reinspection. Receipt No.: I Date: i ; .��:v � �_� • ,;,�`" ^+ass ; �;. °. ",.;•, z — Z '~ W JU UO N� J � C0 w wO. 9� LL � = W z �. Zo W W U C0 O F- W H LL Z 111 U =, O z INSPECTION RECORD% 4 a Retain a copy with permit INSPECTIOr4 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: _ /,.� ?I 1 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. © /.-a/ I , p.m. Requester: Ph ne No: o .3�G- oy Approved per applicable codes. N Corrections required prior to approval COMMENTS: Inspecto • Date: �4 .00 REINSPECTION F REQUIR� . Prior to inspection, fee must be id at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. e elDt No.: Date: z i� Z W �U 0 Co o V) LLJ J = H V) L WO 9-1 LL CJ) = a W H O W 1—. W U� ON �H W W �. W Z lJll co O z INSPECTION RECORD Retain a copy with permit /Q a INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type spection: 0 17 - -rF S _A S Avzo a d Address: P` - - Date Ca led: < XP vy Special Instructions: Date Wanted: a M. L/ Requester: P nr Approved per applicable codes. �Corr6eo s required prior to approval. COMMENTS: g t7 715 Fitt Inspe Date: O $ .00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: •n ,: 1 . •,D..".f'.e7;`a'^ iY }�A ?� 't� Ttq •.[•e�j'y�� i:}' '. ,,, .;:Y,�: z ;= z �W QQ� JU UO 0 w= f- 00 U. WO 9-J ILL = F- W z F- WO W U� :O N C3 H W i— H . O. z U N b H. O z INSPECTION RECORD 2.3 1 Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje : Type of Inspection: Address: 3)4b A P Date Called: 1 0 11 v Special Instructions: Date Wanted: ) o (• 7 t7 P.M. CN% a A , , o . e- Requester 1 u t I CC x Phone No: ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: I U3 IBS 1'e.. , 4 e s .1_rJ ttj h CJl i S r r A N r d e - Vl v^PC� t J e y`o IQ e �� i �1 r r-� nFFtt' IA. pp OA -- ti� cV 0 0 a >�r4 �I 0 L - I A A a P 3 CN% a A , , o . e- A- i v o _r-4 2-1 s. � 1 Tt°VV\ 24. 1( Ve t t-10 F Lt2 rJ 1Ttt2E ; s -r L) j3 j S 0 ,r J 11V tN 1\) C. r I Vr ,C Z) F A r-1 nnE tJ4 . 01 ns ector: Date: i o 19 Z o L 47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: E. 4, I I' l Z '~ W J V UO W= U. WO } 9-j L? co Z� Zo W W 5 co U� o h- WW H� LL. O Z to O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �W LT 0 Proje�ct�: Type of Inspection: } W Address: � � 3 � ate Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phope No: Fl Approved per applicable'codes. Corrections required prior to approval. t[Rl� ii► � � �, ?► I I - MIA r` 1 MEM Inspector: Date: 61�. $ F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ;F— Z �W QQ� JU UO CO J = S2 LL WO La U� = CY �W ' Z H F O W W 5 U� O� OH W H !6 ui Z U= O I- Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: _ UA PS l S 6dll0 ti I Ty e of Inspection: F. -1' b f -�t4 C - - Address: Date Called: Special Instructions: Date Wanted: a.m.. /O D� /k/ p.m. Requeste Phone No: 0 106 - ��� ` oar o D Approved per applicable codes. Corrections required prior to approval. Inspector: 1 Date: ( a V C� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: I Z z W � � JU UO N 09 LL1 J = �U. WO 9-J LL Lo d = W ZF- F- O W ~ W U to 0 1— = U F- 0 111 Z U =: O� Z P RD S ' INSPECTION RECD } Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 Project: t4Irc. y rJS Type of Inspection:�� nn �lLS FAJC(0�J /� •..l Address: Date Called; Z 0 A P (p rr ay Special Instructions: Date Wanted: 0 I ZI 1 L a. m. p.m. Requester: P ne No: oL G— D�I3U Approved per applicable codes. Corrections required prior to approval. COMMENTS: t L l i Inspec or• t Date: r CO —` �� lots, Receipt No.: Date: 7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. n.'. �..'. ,x tr. � yp `, 'Ta�,�i'.f r.. . �, :,; ��Ai•'t`+Y,a.YMt+ �: Z — Z ~ W JU UO w= U. WO 9-1 _� }. W Z H Zo W LLj �p O �. OH WW U O .Z W CO) O Z INSPECTION RECORD Retain a copy with permit O -68 INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i" Pro' ct: . C I Type of Inspection: s f F- j Address: as A Date Called: I o - ty- O Special Instructions: Date Wanted: a.m. 0 0- 01 63 P Q p.m. r= .LA T(o Re uester: C� A N1 e Pf Phone No: F] Approved per applicable codes. corrections required prior to approval. COMMENTS: t p -`N 2Nis t-� I C O (L b CCO 1� 4) A N C L 0 0- 01 63 P Q Q I: i r I on 20 r= .LA T(o r i- u FN C� A N1 e Pf C S � .S f� y� 1 <, P1z ke- L Z - C ` A G � .UW 1 �C�I` t ,r L � zz JU 0 D wx NLL w 0 } 2 I 9a U �. 1 I .- W Zo 2� 0p U o� =U LL O W z N H 3:. O z ti• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 1 -3670 Proj .-- Type of Inspection: Address: 3ZO 0, Date Called: 1 0- M -09 Special Instructions: Date Wanted: a.m. —O t p.m. Requester* P hone N ---) n 7� �;�° oy 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: q c Y - "Z. *- . tn. W i t� e-� ✓ �V o a✓ -1 L l s u e. �N Nk 1 tit AT S tC- S o cl�j r kJ i e Au 1 N rr 0 . 9- x. I -E ^I C 0 --E-- ) fA Prior to inspection, fee must be 00. Call to schedule reinspection. i 1 z Hz � i _3 U UO O W = C/) U. w LLQ U� = �w z H z 0 W W U� 0— 13 H W W Z !LI U= O ~ z AWS MICRO COM SYSTEMS LTD. ATTENTION H ❑ The next image may be a duplicate of the previous image. Please disregard previous image. ❑ Please disregard previous 2 images. ❑ Please disregard previous 3 images. ❑ Other: Z U j: W2 JU 0 Cj) a CO) W: W J U) LL W 0 J. U. LU z 0 Z 1- LLJ a U) 0- a �. WW 0: z = - O .z !4 5 INSPECTION RECORD o Retain a copy with permit 1)6q- INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 1 -3670 P t: � 0 n +PS t . A A Type of Inspection: j`,A' X Address: 3Z0 0, P Date Called: 10 Special Instructions: Date Wanted: a.m. l _O p.m. Requester Phone N El Approved per applicable codes. Corrections required prior to approval. COMMENTS: V e A -w ct -e-V bu`, 1#3 . ,1 1-r ly ✓ k Va v✓1 UFO �(�-Q 0d;eyN +L S u4 - S w. I t 10 4, -r sdl v e e-AA^ &-f Q N Z C Ja't�C� ,P • i h �Z — vi'' \ � i �� -n.) C� � '�' L' 1'v� F1- : nl� �. ,� � �•�I s -�- r, � e 1 � _ r l �e. C� eJ�I �J r' g I g +4 e. 4 c3 i N c l 2 X:1 + + r e- I t 4 • lit fw C7 I°►� r r (L\t --C^4 b A At IN A i �.-S �« � -7 ;vv. �> H 31 - - JA � - 7 VPrior to inspection, fee must be 00. Call to schedule reinspection. [. .... ' `haw a rim ll z Z �W 0 0 N co W W = WO 9Q N� = a W ' z� H O z F- W UJ U� ON 0H WW �F- W Z id U =, OH z INSPECTION RECORD Retain a copy with permit U� �- INSPECTION NO. PER I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 Project: Type of Inspection: Address: Date Called: 3 0 ;L0 11 N06V'q 2 irk ?- 1 0— I I O y Special Instructions: Date Wanted: a.m. ► O I z - 0( P' . Requester: P one No: D'4 3 D F] Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Q 4±- ` t e, A 2 � ►2 I A rJ E'*- 1Lnit A- E 0 M &4+s V 41 r I- VNI ,r INJ i s -P S A-f e P -4- i N G) L V "'-E IJ �J �r v� S • ��("dJ i �. -{`c V o wA > N4 2 tt M A �� F.1� 'iw ' k'Y IKLr �N V iAA . f-Jd 0- ✓' a4 (t rio ,q s '1 4 v C + A .4 C - 1-( A it M e Fa--.- e, © 0 I F tA tit A-A 1 "a J' Ks e cto t I - ) , t-� Date: I0— t7- 7 0 REINSPECTION FIE REQUIRED. rior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: Z �Z �W v0 ND J H �2LL W U- a N� = a �W Z� Z� LU W �o U O 1-- WW I �. L o W Z L) V) 1= _ Z . - — 4 1 `� �" .,i; �'•d7�ura'�7° .h�J;�� • { 1`i= 't--._.::�._ '` � t — ._:� r � -. y_.. � � . ,_ • �_. .. i ' Ik INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE M N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 )431 -3670 roj t Typ f Inspection: a ress: Date Called: ' b 1 D Special Instruc ion . Date Wanted* f t a.m. Requester: P one N : Approved per applicable codes. Corr ce tions required prior to approval. /I • _WAT" �� . �� MA 1111111W. , $47.00 N FEE RE=QUIRED. Prior to inspection, fee must/be paid at 6300 Sout center Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: I Z W JU 0 ND co LLI J H !2 LL w 2 L Q � d = W Z �— H O Z�- W W gy U O N 0 F- =U LL O w Z U= O Z .. - ..: -•� : .;t . -rte'_ INSPECTION RECORD , Retain a copy with permit �'"�� INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISION' .• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Approved per applicable codes. .QUIRED4Prior to inspection, fee must be , Suite 100. Call to schedule reinspection. Project: oft �� '.� Fv•(� ati '�;ti.' ; li+'Sr�'+>��."i.i1 Ks F.�++i�A: } 4i�7.? � " Type of Inspection: 1-- z & (V�I'i Address: 3 - '�L b Ik&k -( cVp✓ ?IL Project: oft �.�; � s -- <-> Type of Inspection: 1-- z & (V�I'i Address: 3 - '�L b Ik&k -( cVp✓ ?IL Date Called: l C) Special Instructions: Date Wanted: a.m. OC P.M. Requester: Phone No: 11 Corrections required prior to approval. COMMENTS: �c1 ✓ar 2 �J � r I� cswr.J d c c r Z 17 cy- QQ� U O Co 0 W� �2LL W� UQ = a F- W Z= F- w �5 O N. D F- WW .H U U. O W Z U= O Z 1 r'r�f INSPECTION RECORD �_ , /'rg Retain a copy with permit ( �f INSPECTION N PERMI CITY OFT L UIL ING_ DIVISI N 630O So n er v ., UO,.T6kw�la, WA 98188x,;`, (2 6) 31 =3670 Proj t: � ' l T Type f lnspection: A res � a ate Called: ) 0 Special Instruc ions: D Date Wanted: D Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r - Inspect Date: $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be --4 �t CInn Cnsrtkenntnr nNiA ciotn 7 nn r nn to crhnr'Iidn rnincnnrrinn Z W ;1 Z � JU 00 C0 U.1 W h- CO) LL w0 LL Q W = O. Z }_ O •- Z W V L CO. O Q H W W Ir- H U- O 111 Z U= O E- Z i INSPECTION RECORD Retain a copy with permi Fr- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P roject: ea T i )A Type of Insrution: _ 'f Af -Lzd Xddress* Date Called: S'pecial Instructions: Date Wanted- VT /'C) m. Requester: I 131fone No. (XV) �Ll 0 q3D N F -1 Approved per applicable codes. Corrections required prior to approval. Z Z (L)0 N CO) LU III m J S2 U. W O U Q U Z l'- 0 z �- W O 5 CO) OH W W 0 z U 0 Z S INSPECTION RECORD 1� Retain a copy with permit INSPECTION NO. PE I kJO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes Project: W >� C. A e a Type of InspecVt ' P.< c s%-< < o 4 Address: Date Called: � � � G — Z —o Special Instructions: Date Wanted: a.m. _. 16 p.m. ke Phone No: 11 Corrections required prior to approval. Z '~ W UQ W� (1) U. WO La �W z H Wo �5 U� ON 0H W H( LO Z 111 U CO. O Z INSPECTION RECORD Retain a copy with permit Pb °� INSPECTION N0. P 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i Typ of In ect'on: TVA L t� A ess: � Date Calle Special Instruction g: Date Wanted: a v .m Requester: 1 Av n _-O w c e L' + 4 o P LvL Phone No: �CQ 10 43 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (� 1 1�, t..F►vra-, 0 S N A i IF `L ArwA I uj 1 Av n _-O w c e L' + 4 o P LvL &4,cy,� - r, z- r ! nsp c r: Dat i 7.00 REINSPECTION EE REQUIR D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z 'I W Q � Q � _1 L) UO W = co LL w J LL C O Z CII l.— W z H F- O W F_ W U� 0 OH W W �U LLO .. z W U N H � O z INSPECTION RECORD (� Retain a copy with permit INSPECTION NO. PE 1 O S � f CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Fl Approved per applicable codes. Corrections required prior to approval. r Inspe or: uat _ �� J s-,`� i q 147 0 REINSPECTION F E REQUIRED. Prio to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Re pt No.: Date: i Z ~ W WV UO Co a W= e'-- S2 LL WO J LL CJ = W Z F. ZO U� ON OH W H� u O LLI Z U= O Z • Typeof Inspe�tion,4 r A . 4 G Date Iled: O ��2 Special Instructions: 10 Date Wanted: a.m. L-7 q10 t)��j Requester: 1 Phone No: z Fl Approved per applicable codes. Corrections required prior to approval. r Inspe or: uat _ �� J s-,`� i q 147 0 REINSPECTION F E REQUIRED. Prio to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Re pt No.: Date: i Z ~ W WV UO Co a W= e'-- S2 LL WO J LL CJ = W Z F. ZO U� ON OH W H� u O LLI Z U= O Z INSPECTION RECORD Retain a copy with permit` INSPEC'nOYNO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: ❑ Approved per applicable codes. 91 Corrections required prior to approval Receipt No.: Date: Z '~ W UO 0 w� CO) LL WO 9-1 LL = W WO W U� ON � C~ WW H� �O Z. W CO) 0 Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Address• ate Called: ^ Special Instructions: Date Wanted: T Requester: Phone No: Z '~ W UO 0 w� CO) LL WO 9-1 LL = W WO W U� ON � C~ WW H� �O Z. W CO) 0 Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'i INSPECTION RECORD i Retain a copy with permit } INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I. roject: n C — Ty a of I e tion: ; Address: Date Called: 1 6�( Special Instructions: Date Wanted: Lb .m. Requester: P ne N () Dlq30 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z }�- Z �W �U UO CO a = W C0 LL WO La U� _Cy �W ? F ! O Z H 5 U� O- (3H WW HP W Z 111 CO) O Z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l a Retain a copy with permit INSPECTION NO. PI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Wz -3670 Pr / / ec / / t: Type of Ins } ecti / on: Address: Date Called: Special Instructions: �50 Date Wanted a.m. p.m. Requester: Phone No: Z F= ~ W JU UO 0 U) LLI � W -� M N u_ W� L L U � = d H W Z WO W � D O N D H WW U U- O. Z f , M Approved per applicable codes. FI Corrections required prior to approval. INSPECTION RECORD C / QG Retain a copy with permit Aby_ �Z INSPECTION NO. PE P6)43 O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (1 -3670 Pro "ect: ,�.- Type of Inspection: p� rir� l (��✓�� -� ��• Address 0 � ? Date Called: ` G Special Instructions: Date Want a.m. � C� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Av nspector: Date: <3 47.yat EINSPECTION FEE R QUIRED. Prig to inspection, fee must be ai 300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No.: (Date: I z W � � JU UO N J 9 WO LLQ d'. = W z� zO W W. U� O CI), 0 !— W F- �. �Z tl! U= O z INSPECTION RECORD Retain a copy with permit 04 INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ProjQct: ��, Type o Inspection: �-e Ad ress,: � - Date C lied: Special Instructions: Date nted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r 0 f mspecco uate. 4 .00 REINSPECTION FEE RE UIRED. Pri to inspection, fee must be id at 6300 Southcenter Blvd., uite 10 . Call to schedule reinspection. i Receipt No.: Date: z I-- ~QQ W W� JU UO to D W= NLL WO LL Q C') =). = F- W Z H O W N LLJ U� O N 0 h- W W LLI z U= O z INSPECTION RD � RECORD Retain a copy with permit INSPECTION N0. PER 1 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Project: WA fi� li ls Type of Inspection: Address: Date Called: � 3 Special Instructions: !� X00 iwyl Bch ek Date Wanted. q m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval ' r -e-�✓ S a d W h / 'r 2." -f 3-Yz; r 1 I pec r: Date: l -- 47 0 REINSPECTION F REQUIRED. Prio to inspection, fee must be P 'd at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. Receipt No.: Date: z �_— z W QQ � JV UO 0 co co LL WO j LL � = W H O z t_ W. U(3 co o� W W HC W Z Uco O z ..� INSPECTION RECORD o Retain a copy with permit �b INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 43 3670 oje t' + . 6 2 �Z '~ W JU UO W= S2 U. WO �a = Z W 3: 1-- O. W ~ W U� O N. W �. W Z UJ U= O Z Approved per applicable codes. r_1 Corrections required prior to approval. Type of rrspectior: A res� � Date Cale f6 Special Instructions: Date Wanted: a.m. Requester. 1 � 00 f P one No: U / - r �� 2 �Z '~ W JU UO W= S2 U. WO �a = Z W 3: 1-- O. W ~ W U� O N. W �. W Z UJ U= O Z Approved per applicable codes. r_1 Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit '� INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: �.A Type of Inspection: Address: L Aizb� V L ate C Iled: Special In�structio� � 0 °° �`�V t '� .• � -�1�30 l Date Wanted 4), (�, ©� a.m. ' � C Requester: Phone o: 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: O r P- e-S ,s .tlfrfS 6 s� C5 �...,� X21 c i f s-le,-'l . ti C9 .�io �v f'•,c 5 ,y - i l lhkp d Date: M !;, 47.00 REINSPECTIO FEE REQUIR� . Prior to inspection, fee must be aid at 6300 Southcent Blvd., SuitE{ 100. Call to schedule reinspection. g Receipt No.: Date: .fi2�... tc .,� . �.'.}'. ��„ • j;. • 4�2'e•': :dMw4�t�kw•� "r z W JU UO ND J = 52 LL WO J LL Q C0 D T �W Z f- ZO W W U� C0 a F- W W �O LLJ Z U= O Z INSPECTION RECORD Retain a copy with permit .QO �d INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Cam- Ct S Te of Inspection: x Add ess: Datd Called: Special Instr ctions: t �� Date Wanted: A !� 1 Requester: Ph ne No: Keceipt NO.. uaie: Z Z �W JU UO N J S2 u_ WO J U. ?. cl) = W H Z� F- O Z H W W U� O� � H W W H ~. W Z UJ CO) O Z Approved per applicable codes. Corrections required prior to approval. M INSPECTION RECORD � U �g2 Retain a copy with permit 0 INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 [ Zc : t Type of Ins ection A r s Date C lied: l o Special Instructions: j) i f . o �& �axt Date Wanted: a.m. Requester: P o J � J a Approved per applicable codes. Corrections required prior to approval. 1` 0"i s rat Q✓ � ✓ r1 n e a In -c Inspe2t r: Date. 7 f 0 EINSPECTION F REQUIRED. rior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec Ipt No.: Date: Z �Z '~ W �U UO O W� S2 LL WO 95 LLj CO) = W fr = ? fr- Zo W W U� O N � H W W H C.). LL Z W U= O Z Retain a copy with permit INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 r je Type of Iffoection: a Ajd ress: W'A Dale Called: r eual nstruc ions: Date Wanted: '16�vlw p.m. Request Ph e - L per applicable codes. F1 Corrections required prior to approval. INSPECTION RECORD p� Z '~ W �U UO N CO) W J F- S2 U- WO g� U S2d = W h- 3: ZF ZO UJ W U O� OH WW U. O W Z U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: _ r- M Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: p a.m. m. Requester: • r Phone No:'w� .... /i Approved per applicable codes. bcorrections required prior to approval. • �r • r ► ES .�,. inspection, fee must be to schedule reinspection. Z �Z W �U UO to o CO LU W = �LL wo LQ U d W Z� Zo W U� ON 0H W W H U W Z ll! UN O Z J � _ INSPECTION RECORD Retain a copy with permit L I''U INSPECTION NO. PER I CITY OF TUKWILA BUILDING„ DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: _.-- Type o Inspection: 0C>nJs I4e \/ - Address: Date Called: Special Instructions: Date Wanted: a.m. Z p.m. 'I Requester: Phone N M I / TT V 2 5 Fl Approved per applicable codes. B. C 1 0 — rrections required prior to approval. COMMENTS: A on r Q 'I A C- s-ya' - f - �� '�( t t l - 1 A, — �6 C1 , 1 ' 2 S e or: ll V Date: i. 47.00 REINSPECTION EE REQUIRED ior to inspection, fee must b paid at 6300 Souticenter Blvd., Suite 1 Cal l to schedule reinspection. !ipt No.: I Date: i I;. z J Z �W QQ� JU UO CO) �LL WO J LL CO) = W H = ZO W U fn o F— WW HL) �Z LLI U= OH Z . 0I .MI V T\ City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL'FORM ..Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 'Hood & Duct: Halon: Monitor: Pre-Fire: Pergii;ts: "Authorized Signature FINALAPP.FRM Rev. 2/19/98 7_1 ', 12- Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Z Z LU 0 0 0 (00 CO LLJ WX _J �_ S2 U. W O 2� 9 _j U_ < CO D CY UJ X Z F- 1_ 0 Z F_ LLJ U j 0 CO 0 0 F_ UJ Uj C-) 0 iu Z 0 CO P X . 0 Z Michelle McPeak 4256140950 P.1 Armour Unsderfer Engineering LLC 13456 SE 27th Place, Suite 200, Bellevue, WA 98005 Phone (425) 614 -0949 Fax (425) 614 -0950 February 22, 2005 City of Tukwila Building Department J04 DuNAW fax : 20� X31 -356 Re: Washington Cities Insurance Authority, Tukwila, WA New Condenser Unit Attachment f RMIT 1 OID4 -p 9 ,4 - 1 6 M 0 g O 3 S Based on our analysis, the new sleeper and connections for the new condenser unit that replaces the existing unit (no change in weight) are adequate. Please see attached calculation. Please feel free to call if you have any question. 'Thank you. Sincerely, Kit Chan. z ti� Z , JU 00 UJ J �. TLL w 9a -5. w? CO UJ s z z� W 25 =)o U CO : w w U LL W z 0H 0 Z ]5 10:34a Feb 22 05 10:34a -WO • Michelle McPeak 4256140850 i' t i A .ii:. p. 2 < i � � , �� Of tee f j iii, = G �l� - ; A-T w t* p 2- Tye- i q, fw Armour t)nsderfer EnOneering ♦ 13456 SE 27th PI., 200, Bellevue, WA 98005 ♦ (425) 614-0949 Ptqect: t&e44r Eng. Pg. Address: pWffAt ver. Client Mef fita-W Date: u?AA5 job AQw--L t4' 1 > Wy 4-0 04 2 . ��. o,� , WW40 IA�, MM20p, 1-- 2 . 1 f 9ar C& P"SW47AA P.) R)re $ WAO AWA.dr CaaAftev W4 w O.P" - Hey j 6%, 4 9 Armour t)nsderfer EnOneering ♦ 13456 SE 27th PI., 200, Bellevue, WA 98005 ♦ (425) 614-0949 Ptqect: t&e44r Eng. Pg. Address: pWffAt ver. Client Mef fita-W Date: u?AA5 job I %I or. wo"- -z z LU W U 0 CO) a CO Ui W:C U- LLJ 0 2 � 9 5 LL Cj) CY W z 1: — F- 1--0 z �- W UJ OS2 a E- W LLJ T- 0 F- P LL 0 -z - LU CO 0 z { December 20, 2004 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Washington Cities Insurance Authority Address: 320 Andover Park E, Seattle r, M".��� c98 Permit Number: D04992 Job Number: 04 -416 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Reinforcing steel 2. Epoxy grouting of anchor bolts /dowels 3. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ,3u)ZLn &-w-au - MCD Susan Rosenau -Moser Vice President Fax c: PCT Construction z a� i� z �2 D UQ C0 J l.... CO) u_ w O L L ca �w ' z �O z� U � O N. off w uj U LL z: O z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT DEC 19 Report Number: 007 0 ?� � Inspection(s) Performed: Soil Excavation �� z DF�O Project: Washington Cities Insurance Authority Permit Number: D04 -082 MENT •- Z Address: 320 Andover Park E, Tukwila Job Number: 04-416 tY W Client: WA Cities Insurance Authority Client Address: P.O. Box 1647, Bellevue, WA 98009- J V 1647 00 CO co W � Remarks H Craig Bechtold ORA on site at the request of David Seely as scheduled. N LL W O 11/16/2004 We observed the excavation of four test pits over utility trenches. A sample of material was obtained 9 Ei from each test pit for further analysis. Compaction and moisture content tests were performed in all LL Co four locations. These dry densities ranged from approximately 116 pcf to 129 pcf with moisture w contents between 7.8 to 13.5 %. The material excavated appears to be silty sand with gravel or sandy z = t— silt with gravel. _ A z p w The actual classific n will be made in the lab. o None of th condu was bedded per the specification and no utility tape was found. An area 0 co approxima arting 25' east of the west light pole on the south end of the lot needs to be re- 0 excavated and filled with suitable material. The contractor has suggested a 3000 pounds per square = v inch (psi) concrete backfill. Our recommendation is to use a '/ to 1 sack CDF mix. Using the CDF will LL: allow for easier re- excavation in the future should the need arise. It is our recommendation that a _ z representative from ORA be on site to monitor and direct the amount of over excavation required. 0 to O F " A complete report will follow this field report. z RECO-1VIFE) DEC 21 2004 PUBLIC WORKS Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer ZVfaiterC Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05103) a. a+.�c.• F C`i+'1Js.'J.. .w•.�.:. a "i6.Y` �t -;l,L ti�,i. i 1. s. kN;t h+ �sde. 1..��ivr�L'ta+�'J.W1,iy..,5. .. • : •,.nL.w�4 �'L:�3'.�.4u ii+.u.'.•,tiS�:.c.:.'+:n:i::, , OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 006 Inspection(s) Performed: Soil Excavation Project: Washington Cities Insurance Authority Permit Number: D04 -082 Address: 320 Andover Park E, Tukwila Job Number: 04 -416 i Client: WA Cities Insurance Authority Client Address: P.O. Box 1647, Bellevue, WA 98009 - 1647 r Remarks Ted Christie Inspector on site for visual observation of excavation and removal of unsuitable saturated soils at 11/17/2004 South parking lot, and at electrical trench. Conduit is exposed and soils that are wet have been removed. CDF has than been placed in the trench covering the conduit and brought to existing grade. Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: X Engineer a er C, a r Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 M 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 i Form No.: ADMIN -63 -01 (Rev 05103) z `~ W W� UO CO W = J I.-, Cl) LL W O. U. ¢ c� =W tr = z �.. �O z 1- W W 5. U� CO) � F WW H �O . -z UN O z Particle Size Distribution Report - ASTM D 422 4 N 5 5 .5 0 % GRAVEL 10C % S{LT 'lo CLAY .375 in. 9C 75.4 n 8C 91.5 95-95.0 A #10 78.4 85-85.0 X #30 6( 70-70.0 Z #60 35.6 50-50.0 X #100 25.4 30-30.0 X Z 5C 15-15.0 W U W 4C (L 3C 2C 10 f 0 Particle Size Distribution Report - ASTM D 422 4 N 5 5 .5 0 ,eJ:hv.�yrAMMMU % COBBLES % GRAVEL % SAND % S{LT 'lo CLAY .375 in. 98.7 75.4 n #4 91.5 95-95.0 X #10 78.4 85-85.0 X #30 57.8 70-70.0 X #60 35.6 50-50.0 X #100 25.4 30-30.0 X #270 12.5 15-15.0 x I� 1111 milli 10 1 0.1 0.01 0.001 ,eJ:hv.�yrAMMMU % COBBLES % GRAVEL % SAND % S{LT 'lo CLAY .375 in. 98.7 75.4 16.2 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X =NO) .375 in. 98.7 100-100.0 X #4 91.5 95-95.0 X #10 78.4 85-85.0 X #30 57.8 70-70.0 X #60 35.6 50-50.0 X #100 25.4 30-30.0 X #270 12.5 15-15.0 x Soil Description Sample #1565: Brown topsoil USCS: Atterbem Limits (ASTM D 4318) PL= NT LL= NT PI= NT Classification USCS = AASHTO= Coefficients D85= 3.03 D60= 0.663 D50= 0.438 D30= 0.193 D15= 0.0674 D10= C C Date Tested: 11 /23 /2004rested By: A. Duong Remarks Test Equipment ID: 5 Classification: ASTM D2487 - WA Park Arboretum Spec Sandy/Loam Sample No.: 1565 Source o Sa p e: Date Sampled: 11/19/2004 Location: Submitted by C t r Elev. /Depth: Checked By: W. Hansen ect Mana g e OTTO ROSERA Client: Seattle Department of Parks & Recreation Project: Washington Park Arboretum & ASSOCIATES INC. 2300 Arboretum Drive E, Seattle ASSOCIATES, Project No: 04 -549 VIM •.s�4rr * am f + t n. p tnkira1hrLRxeJtitirfi' psMtr�iYrloo °sy .�id`:,�'r:. X .Y.r nay. varr. w;tnttJa5lr*d44f�kY?KPflN /n�"�f {gSfSP. r .x:.o.n'n'+.a++ L+,4.. +.wL...+,..wnu r,S�+1'.: �:.:�..cs.Lr � MUn..w. . . I' Z ~ W CC � UU UO W= N LL WO J u- CJ)a =w H = HO w U LLJ ON O I— W W FF-- H u O .. Z W U= b F- O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 04 -416 Report Number: 008 Permit Number: D04 -082 Z Protect: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 H Z Date: 10/8/2004 Inspector: Darren E Reid W QQ = Inspected the resteel and placement at Concrete placed for (6) columns at entry way south of line #1 between E +F with resteel U 0 a nd concrete and bolts per approved project documents REF51S4.1 CO p Resteel is grade 60 , as specified, from Cascade Mills and Nucor co W = Placement Data ; ; Actual_ Batch Weights /Cubic Yard ; J (� ~ LL Supplier: Stoneway Cement (sack/type /lbs.): 517# 1 w O Mix Number: 5501 3 /." Fine Agg. (lbs.): 1228# } MSA: Coarse Agg. (size /lbs.): 2010#'/ ;' I Max Slump Allowed: 8 Coarse Agg. (size /lbs.): LL Q Max W/C Ratio: 0.47 Coarse Agg. (size/lbs.): CO) Total Yards: 11 Fly Ash (lbs.): = d Placed Via: Pump Water (lbs. /gal.): 240# ~ _ Consolidated Via: Vibrator Admixtures (specify): Daravair 2 oz. ? �- Required Strength (psi): 3000 Z O Sampliing and Casting of:Sampfes Cubic Slump Air % . Conc. Temp Am Truck: Ticket ' ' w . ASTW16172, C 31(exc��atny . Yards C 143;:'::'_. C'231 C:1064 -Temp No = No Cast Samples: 1 -4 (6x12) „ . ,. 9 6" 2% 74 61 341 455645/19 U N g1. O — t 0 H iy- ' W Weather: Rain Slump Range. " H Date Samples Picked Up 9/15/2004 — C ments , •! t - om Air not required concrete to be covered. Other Test Methods / Standards Used: REINFORCING /PLACEMENT: Conforms X Does Not Conform F- O i Z r l COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) in.) (Sg•1n•) Weight ItLsl fosl (other than cone) 1 10/15/04 7 6x12 28.27 29.12# 96,170 3400 2 11/5/04 28 6x12 28.17 29.21# 142,580 5060 3 11/5104 28 6x12 28.17 29.14# 152,640 5420 4` *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant I alter nsen, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc, Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 i Form No.: ADM/N -62 -01 (Rev 09103) ...✓ •h'•+`MYiGthr. v"'! tti ii:+3d:1LcMw(IY:[!ih � � •'w ` ?:�.�1 .• hLi ,' blY � ..., • • , • ,• - MOISTURE DENSITY TEST REPORT °Ce 0 3 2004 �p � CUrVU� -P 1548 Test Specification: ASTM D 1557 -00 Procedure C Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers Blows per Layer Mold Size .075 cu.ft. Test Performed on Material Passing 3/4 in. 56 Sieve NM 7.7 LL NT PI NT Sp.G. (ASTM D 854) Estimate %>3/4 in. 18.1 % <No.200 21.4 USCS SM AASHTO A- 24(0) Date Sampled 11/16/2004 Date Tested 11/19/2004 Tested By A. Duong Water content, % TE STING DATA Material Description Sample #1548: Brown USCS:Silty sand with gravel ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 139.5 pcf 135 pcf Optimum moisture = 7 % 8% Project No. 04 -416 Client: WA Cities Insurance Authority Project: Washington Cities Insurance Authority 320 Andover Park East, Tukwila • Location: Test Pit #2 MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Remarks: Test Equipment ID: 4 Checked by: W. Hans Title: Project Manager 1 149 3 4 144 6 WM + WS 139 11485.0 CL 11198.0 WM 6490.0 c 6490.0 6490.0 m - v WW +T #1 666.40 721.40 849.10 0 134 WD +T #1 129 i 764.10 124 MOISTURE DENSITY TEST REPORT °Ce 0 3 2004 �p � CUrVU� -P 1548 Test Specification: ASTM D 1557 -00 Procedure C Modified Oversize correction applied to each point Preparation Method Hammer Wt. 10 lb. Hammer Drop 18 in. Number of Layers Blows per Layer Mold Size .075 cu.ft. Test Performed on Material Passing 3/4 in. 56 Sieve NM 7.7 LL NT PI NT Sp.G. (ASTM D 854) Estimate %>3/4 in. 18.1 % <No.200 21.4 USCS SM AASHTO A- 24(0) Date Sampled 11/16/2004 Date Tested 11/19/2004 Tested By A. Duong Water content, % TE STING DATA Material Description Sample #1548: Brown USCS:Silty sand with gravel ROCK CORRECTED TEST RESULTS UNCORRECTED Maximum dry density = 139.5 pcf 135 pcf Optimum moisture = 7 % 8% Project No. 04 -416 Client: WA Cities Insurance Authority Project: Washington Cities Insurance Authority 320 Andover Park East, Tukwila • Location: Test Pit #2 MOISTURE DENSITY TEST REPORT OTTO ROSENAU & ASSOCIATES, INC. Remarks: Test Equipment ID: 4 Checked by: W. Hans Title: Project Manager five Z Z UO CO a W= H U. WO 9-1 LL = �.. W Z H I- O Z F- W 25 UCl O� 0 1-- W H~ �O W Z Cl) O Z . rittrose• �•, x? + lew�. fS��xr". �.' �.,+ �` a. .�i.Mf�+ACm"�..'S�k�ll.k�.'>:NM }v'r;tnT.e+mTsc , � ".� >. «..,.�,�o-., w .L..w..,..t�t:t+.r- '7':.�, -�.a ; sa l9? ..., �. �. �' �' c iY..' F�.' k7. �''' �fi `F�f. % } ; * M "i�,'.`%'Y'a �iA`.F73� �1'M� vanw.mrzwndi•e:. :..-....,.f:.' � ..-. .,........�.« «.�.,..w+.. ...�rsfrr >.... -z : <a h e,.or -.a .. �.. .Ni+,r.ca.s..o-s.,.:�.'ww:�'u�� f f 1' 1 2 3 4 5 6 WM + WS 11401.0 11485.0 11417.0 11198.0 WM 6490.0 6490.0 6490.0 6490.0 WW +T #1 666.40 721.40 849.10 746.30 WD +T #1 622.70 662.40 764.10 711.20 TARE #1 0.00 0.00 0.00 0.00 WW +T #2 WD +T#2 TARE #2 MOISTURE 6.0 7.5 9.3 4.3 DRY DENSITY 139.2 139.1 135.2 136.5 five Z Z UO CO a W= H U. WO 9-1 LL = �.. W Z H I- O Z F- W 25 UCl O� 0 1-- W H~ �O W Z Cl) O Z . rittrose• �•, x? + lew�. fS��xr". �.' �.,+ �` a. .�i.Mf�+ACm"�..'S�k�ll.k�.'>:NM }v'r;tnT.e+mTsc , � ".� >. «..,.�,�o-., w .L..w..,..t�t:t+.r- '7':.�, -�.a ; sa l9? ..., �. �. �' �' c iY..' F�.' k7. �''' �fi `F�f. % } ; * M "i�,'.`%'Y'a �iA`.F73� �1'M� vanw.mrzwndi•e:. :..-....,.f:.' � ..-. .,........�.« «.�.,..w+.. ...�rsfrr >.... -z : <a h e,.or -.a .. �.. .Ni+,r.ca.s..o-s.,.:�.'ww:�'u�� f f 1' + 10C 9C 8C 7C W 6C Z LL Z 50 W U CL as 30 20 10 0 % COBBLES % GRAVEL % SAND -/o SILT - /o CLAY 0.0 32.0 46.6 1 21.4 GRAIN SIZE - mm SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X =NO) 2 in. 100.0 Atterbern Limits (ASTM D 4318) PL= NT LL= NT 1.25 in. 100.0 i USCS= SM AASHTO= 1 in. 85.2 D85= 25.1 D60= 0.975 .75 in. 81.9 D1 0= C C .625 in. 81.6 A. Duong Remarks .50 in. 78.7 Natural Moisture: ASTM D2216 .375 in. 74.8 .25 in. 70.3 #4 68.0 #10 62.9 #40 51.5 #100 29.8 #200 21.4 Particle Size Distribution Report - ASTM D 422 - (no specification provided) Sample No.: 1548 Sou Location: Test Pit #2 / Soil Description Sample #1548: Brown USCS:Silty sand with gravel Atterbern Limits (ASTM D 4318) PL= NT LL= NT Pl= NT Classification i USCS= SM AASHTO= A- 24(0) Coefficients D85= 25.1 D60= 0.975 D50= 0.391 D30= 0.152 D1 5= D1 0= C C Date Tested: 11 /17 /2004Tested By: A. Duong Remarks Test Equipment ID: 5 Natural Moisture: ASTM D2216 Classification: ASTM D2487 I 1111111111111111 1110111 milli I - (no specification provided) Sample No.: 1548 Sou Location: Test Pit #2 / Soil Description Sample #1548: Brown USCS:Silty sand with gravel Atterbern Limits (ASTM D 4318) PL= NT LL= NT Pl= NT Classification USCS= SM AASHTO= A- 24(0) Coefficients D85= 25.1 D60= 0.975 D50= 0.391 D30= 0.152 D1 5= D1 0= C C Date Tested: 11 /17 /2004Tested By: A. Duong Remarks Test Equipment ID: 5 Natural Moisture: ASTM D2216 Classification: ASTM D2487 Date Sampled: 11/16/2004 Elev. /Depth: /�/ Client: WA Cities Insurance Authority OTTO ROS A� Project: Washington Cities Insurance Authority & ASSOCIATES INC j 320 Andover Park East, Tukwila Project No: 04-416 Z ;~ W !Y � D UQ Co W= CO U- WO La = a �W �O Z 1- w �5 U� O C o I— W W L O .. Z W Co O Z _ Keavm:+ Ntg = '? ML i';'?xSRt%Lk�is'fi ^ ty�ii7d`. qr' Fi}; �n�cKc?"t" A" Y.^ .;.+:a:a'G ?v. +.rtr:n•irhn'a'M -. ... „:.:w 1; +. ! n;° 1' x4 ,tY�6 M»' ei"A �Stav*X.!y; 7 4' t`".. ; #tYtti l4 i9,i '".hz'Y?!1,4�'��iv�mi..i,+ ...+.w� , ..w a..a w<•� b.�.u.,..r3vr ;c� . » .«, .w,.L n .Wsa y,J,. OTTO ROSENAU & ASSOCIATES, INC RECEIV Geotechnical Engineering, Construction Inspection & Materials Testing NOV 1 5 2nn4 DEVELOPMEryT CONCRETE REPORT Job Number: 04 -416 Report Number: 008 Permit Number: D04 -082 Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date: 10/8/2004 Inspector. Darren E. Reid Inspected the resteel and placement at Concrete placed for (6) columns at entry way south of line #1 between E +F with resteel and concrete and bolts per approved project documents REF5/S4.1 Resteel is grade 60 , as specified, from Cascade Mills and Nucor Placement Data Supplier: Stoneway Mix Number: 5501 MSA: '/." Max Slump Allowed: 8" Max W/C Ratio: r _ 0.47 Total Yards: 11 Placed Via: Pump Consolidated Via: Vibrator Required Strength (psi): 3000 Sampling and Casting of Samples ASTM C 172, C 31(xcrudlnp paragraph io.i. Cast Samples: 1-4 (6x12) Weather: Rain Date Samples Picked Up: 9/15/2004 Air not required concrete to be covered. Other Test Methods / Standards Used: Actual Batch Weights /Cubic Yard Cement (sack/type/lbs.): 517# 1 Fine Agg. (lbs.): 1228# Coarse Agg. (size/lbs.): 2010#'/." Coarse Agg. (size/Ibs.): Coarse Agg. (sizellbs.): Fly Ash (lbs.): Water (lbs. /gal.): 240# Admixtures (specify): Daravair 2 oz. Cubic Slump Air % Conc. Temp Ambient Truck Ticket Yards C 143 C 231 C 1064 Temp No. No. 9 6" 2% 74" 61 341 455645/19 gl. Slump Range: 6" Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Number Date Cure Da s (In.), (Sg.In.) Weight 1 10/1512004 7 6x12 28.27 29.12# J Max Load Strength Type of Fracture L( bs.) 1s9 (other than cone) 96,170 3400 *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: ASTM C1231 x x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N -62 -01 (Rev 09103) Z W JU 0 N J N LL WO �a N = FW ' Z H t O Z 1— W W U� O N 0H WW H� -O W Z U= O~ Z 4.,.i �•.::�.��:.�� >:: S�.1ti `w�Yttt.'}i�ccx sf.tt� <CwY1."xlr - au• r' . A ii14+ OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction In spection & Materials Testing Qe ���Ol�iu1 ; CONCRETE REPORT �' f Job Number 04-416 e o r , R p rt Numbe s .,.D 006 Permit Number ,',,D04-082 y Project: Washington Cities Insurance Authority Client, WA Cities Insurance Authority : Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 9/7/2004 Inspector. Dusty Johnston Piz Inspected the resteel and placement at In slab in 6i around elevator pit and dumpster enclosure slab. Resteel is grade 60 , as specified, from Nucor } a•�,a £ (�j w j'�` ( i" " .:, i •f u S. '>^j r x: "" r.�+ .. r i.: '�i; . i �;r'srglCGmP.htDaLa j '1 v'.�� ,:�S.:.Y;;i; d'tyii: .,•: .. , a + ' i� %Des • .B - :: .n ..•...:.r..., .,..- ...._... � �.,,. _�'ra:.,w.,r; a,, t, �:,, �. :;,, :•.;t;:. r rrtwk. � vn. �::: ,� �;:... ,..., - igri:, ..atch;Weigft�YCubc�;Yard,,, Supplier: Stoneway Cement (sack/type /lbs.). 517# Type I Mix Number: 5501 Fine Agg. (lbs.): 1228# MSA: Coarse Agg. (size /lbs.): 2010#'/," Max Slump Allowed: 6" Coarse Agg, (size/Ibs.): Max W/C Ratio: Coarse Agg. (size/Ibs.): Total Yards: 9 Fly Ash (lbs.): Placed Via: Wheelbarrow Water (lbs. /gal.): 240# Consolidated Via: Vibrator Admixtures (specify): 2 oz. AEA Required Strength (psi): 3000 amplirg and Casting of S pies Cubic ��- �S �p i =A r O/ c �T "A 'ruck Ticket+ emp mbierit ,. • - Te No Cast Samples: 1-4 3 5" 5.3 76 °F 70 °F 436 44323 1 t t .._ '�,�,. f " 'M ' .i :`t:l „'X;. t { 'h:..x Yi : ' N , y, t r ,: 7'�'G •: ., , ,;.. i ...,,.,. . E u�•-, ?, r,'`pdi- !:.�...,,).,.£n.�..e�t„ u- _.,- „r��i......,J,�....� \ t: +,.�...:>:,. �. ,....,.A ._'.l,.r. ..... e..... ..:.t.�. i.�:..tic,:�'.M._.s. :.',.. r' � � r' , Weather: Slump Range: Date Samples Picked U p: 9/8/2004 :! : .. ....:.. ... Samples Vra'::.'a z�_:• -- a!'�y.r, .: z.:: .La - r:kT - - - , . { +'� ; +' i�: ” ^.1� "r� ..:I' 4 \; . ,��e.. ���� ��„ , t... ..) "•'�: a't: ". � t . .. ; . y ,. • ...,.. ,, _ .. t .,.. <., { ,4T c� Cotriments '< Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (in.) S .In. Weight L( bs•) fagi (other than cone) 1 9/14/04 7 6x12 28,27 29.39# 98,910 3500 2 10/5/04 28 6x12 28.17 29.25# 147,040, 5220 , 3 10/5/04 28 6x12 28.17 29.20# 138,890 4930 4" *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant al r C. an , Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN - 62 - 01 (Rev 09103) Z }�- Z Q W W� 0 Cf) W= J Nw W0 }} �J LL � = W Z F- HO W t— w U� CO 0 1.— W W L = U r H � 111 Z CO O Z v`�M,'�. "M ld., ,3b.L:;. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number 04 -416 umb um � 4 ep, rt er Permit Number: DO 082 Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Park E,, Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 9/14/2004 ns� 0 ect r Ross Bog I Inspected the resteel and placement at Generator pad and electrical trench. Rebar as per approved plans. Note: Generator pad east end of building. Electrical trench lines B to F on #2 and #2 to #4 on B. Resteel is grade 60 , as specified, from Cascade Mills and Nucor , s ..- Placement;Da �� i 9 :.,1 ta:.• .t t! n Actual' , F . ._, ....,, .- _.v_.... - Batch�Wer ,. Fifs /Cubic Yard �; Supplier: Stoneway Ceme (sack/type /lbs.). 521# Mix Number: 5501 Fine Agg. (lbs.): 1264# MSA: 3 /," Coarse Agg. (size 2021 #' /," Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: 0.43 Coarse Agg. (size /Ibs.): Total Yards: 8 Fly Ash (lbs.): Placed Via: Chute Water (lbs. /gal.): 90# Consolidated Via: Vibrator Admixtures (specify): Daravair 15 oz. Required Strength (psi): 3000 Cast Samples: 1 -4 7.5 5" 70: 65r.,.,,r.:..-437. -,., ...,,,445490 rY `,•a, ^ ' ; ii , :i , .., ;.: f' �i ':,5'i t as t *`,- .:..,.. l�' u..:.,1t1. :,.I. .l �. f y . '.,{ r� r rA ...c.s >_ .,.t.,sx... x....: tit "t:L �.+^ 1 •p.;ti_'}.�r,it t� „c.. �.y. _'C: �" �.�t�tti7,..i"+;,� a ; 1 s _. :.:.! .mss .... : $ , 5 �..: .._..1 .. _:. c+ .;:..i...wt,.c., ._..... _. � xE .3: :::��.>..,..�... i. >.� Li Weather: Partly Cloudy Slump Range. 4 - 5 Date Samples Picked Up: 9/15/2004 4'1 ,- ! t .x .w.(;��a.;.t;;, -.ti,n. �,. r Y��� ",cf•y,: �,'+:y i ?:.:.1 �j`.j.��.:�...�y... �,: �I: : <a' :.?:il�. 5�:.1 "i. V4 'ta.. 4• ...�,.,....h..o-ti ;e, , .. s. }.2 ..:.fir. ... .Y .. f Al 'ai :. }y .,2.>�. i '�':. . •.' �,;::yf:` ^ i'f:� `.�':.'{� 77 4' .,�, e'} .F ,,; >t : %:li:, G t�. '+ t, ' 3 :te .ft, ... , �. .11..;x,^ - � [[ A. ,:,: .r%? -rl >.• \�tt,.�.�rC ..�. .� ;•1t« ^ „ - i: _t'i' +' ^=i �i_:�.. . i ..lira i5: ,S::iS = ,R. 1 .�:. � .a . trx.. .... ..,., li.!.. -_.tom. ,>...w�,{a>.�N'1zZ. l:�,:+.'}?.'it: «w�'U..1J ..:.1 .if +..a. }:. 4 ,..{v.tJ7S "� �v`A.v�.Qc::au:'ti.C�a't:'2i..,w VO����!tS .. :..., ,._).... t - �- .... -S i'�O_r { J'�::.. "sf: f �:.45•�5 `�S ^:F rte. �': i ;!F. �Htj c j Other Test Methods / Standards Used: REINFORCING I PLACEMENT: Conforms X COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Number Date Cure (Days (Sg•In•) Weight L( bs•) 1 9/21/04 7 6x12 28.16 29.26# 99,670 2 10/12/04 28 6x12 28.26 29.46# 136,470 3 10/12/04 28 6x12 28.26 29.40# 140,850 4` *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: Strength si 3540 4830 4980 Does Not Conform Type of Fracture (other than cone) ASTM C1231 x x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: �JA Z04W 4nt x Engineer x Batch Plant Iter Z FWseb, j ct Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -01 (Rev 09103) Z Z Q: W G UO CO 0 C0 W J = NU- WO Lj N = W F Z :C H O Z H W W U ON 0 1- W H 5. W co U O F- Z c' - � , w .�rd:; ...,,.. .•.. .tr:rYwar ._ i3`i '� - - i' - ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing r. � fir' ,: `- ✓�i CONSTRUCTION INSPECTION REPORT Gc 1 <�;jr r M Report Number: 005 Inspection(s) Performed: Epoxy Grouting " F Project: Washington Cities Insurance Authority Permit Number: D04 -082 ! U Address: 320 Andover Park E, Tukwila Job Number: 04 -416 . Client: WA Cities Insurance Authority Client Address: P.O. Box 1647, Bellevue, WA 98009- 1647 Inspector and Date Remarks Thomas Lachnit Contractor epoxied (19) 5/8" diameter all- threads a minimum 9" embedment in %" diameter holes. All 9/29/2004 holes were brushed and blown free of dust and debris. Simpson ET 22 epoxy, batch #045112AA, exp. 3/06, ICBO ER 4945, was used at elevator shaft (ref. S4.2, #9, and WCIA.Anchor Replacement memo dated 9/28/2004 from Kit Chan of Armour Unsderfer Engineering, LLC. Conforms 0 I I 1 i Copies to: i x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer er n, Proje Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosena Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 i 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 t Form No.: ADMIN -63 -01 (Rev 05103) 1 S Z W' 5 UO N J � NU_ WO 2� 9 u- � �W H O. Z H 5 . U� O N O H: WW F- 0 .Z W N 1= F: O Z r OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT COPJ %+�� ry Job Number 04-416 Report Number: 005 Permit Number: E b04 -082 Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 9/1/2004 Inspector Mike ,Gal. langer Inspected the resteel and placement at Slab infills at grid line E -G% 4.5 — 5 and footings for trash enclosure at NE corner of lot as approved plans — 11/S4.1, S01, and 4/S4.4. Resteel is grade -rr.- I Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): Cast Samples: Stoneway 5501 , 5' ° 0.47 12 Tailgate/Wheelbarrow Vibration 3000 1 -4 Nucor and Cascade Mills Cement (sack/type /lbs.): Fine Agg. (lbs.): Coarse Agg. (size /lbs.): Coarse Agg. (size /Ibs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): Admixtures (specify): 5.5 sack/ Type 1/ 517# 1228# 2010# 240# 2 oz. Daravair ibic ,Slump ` Air %' ` `Cone Temp fAmbienf 7ruck ', ; t Ticket irds 9 4" 5.9 79 71 440 441622 5 . ....�. -'.rl r...:ELL r7. +.i. ,..:. ..... �t ......r5....J. ...�, ae. .: . a..t .r .... ,.. .. 1.,.. .., .i ..... �.�'.. .. ..:. .., a. Weather: Partly Sunny Slump Range: 3" — 5" Date Sam les Picked Up: 9/2/2004 �,:k: :'.1��.n•- , :.:��hk[ A T.:rrY, '•Y .- '( •:}�' r.r • <:..��,....�.,. rry;[�•c.. �.)_"..12�• '. x.a . . .f :'Y: s�L.:. �;.t ...�r, :'. 1'i .ti. r: Ax n.. �' i`„ � - 1"2• ,R.s " >•,i;2'r .i ;.: Gov: ;>rt ,s:: ?"F., .t ..r. ;i :.4 ,c t #F .' -�c•.. .,s ) .1..;. ':s` f 4 f'� `}yr. ` Comments _... F .. -. .rt ..... .. a �� ., w }J. S t..' MOW" �.1 c.'�St�"'�.5;.�` "c::i�u'�5,�� .' r. _,r .a.. x__�.?....a •.... i' -x ::L ��, ... . k..:. ... +c'k..,_ - .....M .i..,• Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) fLnj (Sq•In•) Weight L( bs•1 lRaq (other than cone) 1 9/8/04 7 6x12 28.27 29.50# 105,830 3740 2 9/29/04 28 6x12 28.13 29.41# 151,260 5380 3 9/29/04 28 6x12 28.13 29.33# 153,130 5440 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant a er . Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -01 (Rev 09103) L ">� :`. Sd td.�tui� <'sr.a�;.v'�. irU•+r. l.t �'f:ariat?!cd.r 43e4'au+Sw:%:S!%:AGrdbu"i'Jc Z �Z �¢¢ W� UO CO W J � S2 U- WO 9 Ei u- = �W ZF- 1-0 Z F- WW U� O- 0 I— W �U L O 111 Z UN O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construc Inspection & Materials Testing OFv MMU�i/7Y CONCRETE REPORT FLOpMjNr. Job Number 04-416 R ! e Num 004 Permit Numb CD04-08 Project: Washington Cities Insurance Authority Client WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 8/26/2004 Ins B sp Ross ogle d r Inspected the resteel and placement at Slab on grade at entrance located between line E and F on line 1. Rebar as per approved plans. Resteel is grade 60 , a s speci fied, fied -r: fr om Nucor Size .. �:,, .. st t,:.sen•- .sR, r au >�- ^.s;r •rya ;- ra;;. ,.rr ggffl i �atcl ..,:�r:, Supplier: ; Stoneway _ .i.._.... Cement (sack/type /Ibs.): 510# Mix Number: 5501 Fine Agg. (ibs.): 1313.5# MSA: %" Coarse Agg. (size/Ibs.): 2014#'/." Max Slump Allowed: 5" Coarse Agg. (size /lbs.): 28.27 Max W/C Ratio: 0.36 Coarse Agg. (size /Ibs.): 2 Total Yards: 2 Fly Ash (lbs.): 28.16 Placed Via: Chute Water (lbs. /gal.): 185# Consolidated Via: Vibrator Admixtures (specify): 4 oz. Daravair Required Strength (psi): 3000 5020 4* Cast Samples: 1-4 2 5" 69 0 F 650E , ..,..,.: 354 x::...: 439563 i ,:.I .:x.rS; ....... u.» :....iS•1 +s:�•w�..f__t. ....r. .u...:.. ...,....: � ....z_. =..t< .... -::. ,.......,. ..7a �... tu_: . � ".k -_; _ . , ..i : .. .. . -,. ..,_ . _. sr... w �..w'_ x!.., >. , . ,a�... ?. •, i ; *'c Weather: Overcast Slump Range: 4" — 5" Date Samples Picked Up: 8/27/2004 �c: rt}w.••raro'r.S �rT`,:. ; .f`•� %.. 'l�,�.G� "" =Y •7f: ;rzM1ri rv�Z.:y« .,.... : _; n= ' "; .�C:: �G,;:�t * ' , =�.- r:,;�•.,i, - ,,::•,,.•,, ;'r. �. ...,: :. Ic•. <v:', . ; r -. ey i �s . `r .sE'w x au :��;sva +5•.��.� '�• ,;r, ,.4' t� � s' , j .r f. 1 �. ,._ `� � ,, * .� ,,. E7�n;,.,.5- Lt1•:.1»,:.•Y'Si. :«3r'ax,G;tw,.. �� f. lrs.. ��xtre :..a'S�.i:�.kn ._�.... .....w,. .._,. ..:.i, Other Test Methods / Standards Used: REINFORCING I PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Mays (In.) (S°.In.) Weight L( bs•1 fpiq (other than cone) 1 9/2/04 7 6x12 28.27 29.50# 116,640 4130 2 9/23/04 28 6x12 28.16 29.45# 141,020 5010 3 9/23/04 28 6x12 28.16 29.36# 141,360 5020 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: • x Engineer x Batch Plant 11 C. n en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 01 (Rev 09103) Z }_— Z W Q� W� UQ CO CO J = C0 LL W Q � LLQ CO :D _CY F. W Z H Z� �5 U� ON 0H WW LL _ Z W U= O� Z AQ OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Eng ineering, Construction Inspection & Materials Testing CONCRETE REPORT n� 0 1 211:x Job Number 04-416 Report Number 007 Permit Nu UNIT D04 082 Qhnnqq' yr. s {. .. .c• .. ~ Project: Washington Cities Insurance Authority Client WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 9/14/2004 ns pector R oss Bogl .e, ',`. xt r. :'r _ Inspected the resteel and placement at Generator pad and electrical trench. Rebar as per approved plans. Note: Generator pad east end of building. Electrical trench lines B to F on #2 and #2 to #4 on B. Resteei is grade 60 as spec Mills and Nucor fled from Mi i m Cascade '}-- - x..z:.;:. �:: ^.; s•e i s "- n r '7� .m ,, 3x aYt s s ,�r•n - f — _; r ... .. V1leightS /Cubic 3 tr Supplier: Stoneway Cement (sack/type /lbs.): 521# Mix Number: 5501 Fine Agg. (lbs.): 1264# MSA: 3 / " Coarse Agg. (size/ibs.): 2021# Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: 0.43 Coarse Agg. (size /lbs.): Total Yards: 8 Fly Ash (lbs.): Placed Via: Chute Water (lbs. /gal.): 90# Consolidated Via: Vibrator Admixtures (specify): Daravair 15 oz. Required Strength (psi): 3000 5 $arrrpllg "ad�Ca'sting oiF Samplest Gutilc 5 '' i Slump ; f ° ` p A `,,r nick T cket :Air /° Conc Tem Ambient T i k .ASTM. C 172 ( _3'I,(excluding paragraph 101.21 Yards i." , ,j� ; C 143 `:Temp. Cast Samples: 1 -4 7.5 5" 70 65 437 445490 r 0- 4— 1 .. ,.,.:..,.,r,...:.{ �.... _.:^5..... _:_ .....1 Weather: Partly Cloudy Slump Range: 4" - 5" Date Samples Picked Up: 9/15/2004 .,,,,A'r�t f '[r,..Fl. ..R lJ f ^ la; t'. �:,:......•.7'..:../.'. e.'l � lt%x4. ..;� %'Ar ..�_..X !.A::" .,l':k; !.Y•• ....y,. ; :K...:�i�;:r5.. ✓ ti:` "3 r�.:. '{ .�J �`t$', .t . • wls� a rgw r f �' .h ';�' ".! i•}c• e):.1= ' -:I -l.. l.:i.` :z. � ,•u;'.:: qu.. ^ '.; f.;. .:} ., F"• }r'- i., ,,; ..e+ ;`1`r` :_N iyr ,..}s• .,s,,.e f I • � ?:1 ..fi..y e2..._.;._ 4 + i Other Test Methods / Standards Used: } REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In. S .In. Weight L( bs.) ik§R (other than cone) 1 9/21/04 7 6x12 28.16 29.26# 99,670 3540 i i a i s Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 , i Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant yfaltevtAransen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTT04 ^- Fax (206) 723 - 2221 Form No.: ADMIN -62 -01 (Rev 09103) r,ncrrst!ks�.. , W Z ;� Z � W� UO C/) W = H CO W w �Q C� = F_ W Z F— Z° W U� ON oI.- W 2 �U L F- - W U= O F- Z OTTO ROSENAU & ASSOCIATES, INC. ocT 0 1 Geotechnical Engineering, Construction Inspection & Materials Testing Co Z � � — CL O CONCRETE REPORT Job Number: 0 eport umber. 003 Permit Number: D04 08 :..:' .. .. .. «.'.. .. 4:. Project: Washington Cities Insurance Authority Client WA Cities Insurance Authority Address: 320 Andover Pake E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 8/25/2004 5 004 Ins ector Micah Ruoff Q .1': .... ... r .. ... Inspected the resteel and placement at elevator pit foundation walls. All resteel set as per approved plans. Resteel is Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: 60 , as Stoneway 5501 from Cascade Mills Test Field ; :.:: , Design ;Batch" Weights /Cubic'Yard Cement (sack/type /lbs.): 517# Fine Agg. (lbs.): 1228# Coarse Agg. (size /lbs.): 2010# Coarse Agg. (size /Ibs.): (Days) Coarse Agg. (size /lbs.): (Sq•In•) Fly Ash (ibs.): L( bs.1 Water (lbs. /gal.): 116# Admixtures (specify): 2 oz. Daravair Required Strength (psi): Cast Samples: 3% Wheelbarrow Vibrator 3000 1-4 6.7% 71 °F 65 °F 420 439179 s t Weather: Part sun to overcast Slump Range: Date Samples Picked Up: 8/13/2004 r��• -�: r',•7�;�., Mtn *•� ?•:i.r l'L'x✓.� i .'}> �•v Z r4, €7W f ) _': � rr f J �' h.: i, ' <' r . L: L: k .'� �. r.. t . x�.�i��1�t�r�':..�y.;Yr.. "i;', ,� z e C...: •n { yX ,. ' �': 1. rt'rq}x;�' ip•^ �� fti�e :.tt�i . !� ' /� 1[ '9 c. _i:• _:..`: ;' � r; . tr-s r s t. : �!'..�`1 7. �. 1.,; �,.v!�L..•.t.1 s ,, rr ?�...r ,!+z.s i.€.. Sut: .,r:..s. ' S. k:" x !-:ix .: ?. �:rS�{:�Q / �ments� 1 Sir, r > .:f= i�_a... ,�>. ,.r �. r ��...i.ar .., �E�:: _."i.:, n��. {ti.'i �: _.4'.S ft.....�.. ,..'"�:2 #�'r... u.ti .,>, .!; irF Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In. (Sq•In•) Weight L( bs.1 f0i (other than cone) 1 9/1/04 7 6x12 28.13 28.86# 111,500 3960 2 9/22/04 28 6x12 28.15 29.02# 144,850 5150 3 9/22/04 28 6x12 28.15 28.86# 149,400 5310 4'' *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor ' x Architect x Building Dept. Technical Responsibility: • x Engineer x Batch Plant ter ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N -62 -01 (Rev 09103) r Z ~ W fY � UQ W r CO) U WO LLQ Cl) = � W Z H 1-0 Z t— w W U� ON o IH WW �U L H — 0 W CO O Z OTTO ROSENAU & ASSOCIATES INC RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing nCT 0 J. 7-a11 t COMMUNITY DEVELOPMENT CONCRETE REPORT Job Number 04-416 Re ort Number 006 Permit Number D04-082 .. t .. , .., r::. "`v,�r; s ?j.. '�• ,.I,i +. ,t :j ij s :s S t 'r 'yi5' t�t `,rt i } 1.c +f ty y ?air`]: .. b s., -M.'. �..F'.R;t Y'.r ...' .4 t ., 7 ~ Client: _'3`S. _. .. ... ... Project: Washington Cities Insurance Authority WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 9/7/2004 or Dusty u Johnston Inspected the resteel and placement at In slab in fill around elevator pit and dumpster enclosure slab. Resteel is grade 60 , as specified, from Nucor y, ,' alt .s .: ,• ^?•six'^ , .r . w+ ' :r i , ', r -, r' Iacement Dafa r , r Des i el Supplier: Stoneway s Cement (sack/type /lbs.): 517# Type I Mix Number: 5501 Fine Agg. (lbs.): 1228# MSA: Coarse Agg. (size /lbs.): 2010#'/," Max Slump Allowed: 6" Coarse Agg. (size/lbs.): Max W/C Ratio: Coarse Agg. (sizellbs.): Total Yards: 9 Fly Ash (lbs.): Placed Via: Wheelbarrow Water (lbs. /gal.): 240# Consolidated Via: Vibrator Admixtures (specify): 2 oz. AEA Required Strength (psi): 3000 Cast Samples: 1-4 3 5" 5.3 76 °F 70 °F 436 443232 F;r�: N. vey�rt ...... ^ „'�'.4. r`"u'�.i {' •N' �.' ,.{ l,N',.R-. :. ..:!•"«'J,4r ,�, 2 ..�^” :{IF !. .+1 t t' ,.. .SL 1ti4. K 1sT .+. +5,, i b t s .1 <�� At 6 Y `* a r j: '� •: .r,r 4� t'� i s CV:.+ .. ., :.:, ..+t, . ,.r °. F':. Q.< <. ..� . �:, ' �'i'+. r .: a:..;tu >:. .. r<, ..a..,s..: .. ... <:�.4..:E...:.�,.'u..'t ...... ?. 3.:_ .« .. . •vc.F,i•i.� '.t:. 'Y {' :.. .. ... ..+. '{t }rt �� . . .. .. Weather: Slump Range: Date Samples Picked Up: 9/8/2004 ...,-'... - +, r, •.. , ss. r ., •� v r : r +7.,,r. +: +. ,.�,,. �.. ! _ <: -r•- •_. :.�..: � ti x1 ..a e . ,? r . ' .� . ° .�., . t'S. x �' �,+'.. {' t r ' i,r �t ct �.rd .'.'2.,. t "r :�'` , . { e i•.v`' T `� 4 CiQRI •.�Vi�kt LC., tj.{`.t :, �. e..Y.�...'4!o1S.>:x.�" 2..ra.1 .,�.. , .r ...:... ...r ..i.+T11'S. tr:�..i }.)..J,�L'CrS.,k.l.!L... a+�..r�.....,- !�� -... ... ... �: ..(:t :?.a�:.. a. Q.1 ir:.r u. °•: r.«il, t. ..,.. '• <. .:.fM., _s1_ n,.. v.. ... .. +.Y+...r. .r ..',z..:. J'. ::.ti Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Number Date Cure (Days) (In.) (Sg•In•) 1 9/14/04 7 6x12 28.27 Tested in general accordance to: ASTM C39 x ASTM C109 Max Load Strength Type of Fracture Weight L( bs•) foi (other than cone) 29.39# 98,910 3500 _ ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor „ x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant ter . Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc, Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. M 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN - 62 - 01 (Rev 09103) Z Z �W �U UO Cl) CO = J F — NU- WO J W = W H Z F.. N O Z 1— LU5 U� ON oI!- W W H LL O Z W U= O Z `Lici'�t: ..u1ladiN�4Y1�� r OTTO ROSENAU & ASSOCIATES, INC. SEp Geotechnical Engineering, Construction Inspection & Materials Testing 2nQy 0 VELop M�NT CONCRETE REPORT Job Number: 04-416 Report Number. 004 Permit Number: D04 -082 's Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date: 8/26/2004 Inspector: Ross Bogle Inspected the resteel and placement at Slab on grade at entrance located between line E and F on line 1. Rebar as per approved plans. Resteel is grade 60 , as specified, from Nucor Placement Data Actual Batch Weights /Cubic Yard Supplier: Stoneway Cement (sack/type/Ibs.): 510# Mix Number. 5501 Fine Agg. (lbs.): 1313.5# ' MSA: 3 /." Coarse Agg. (size /lbs.): 2014#'/," Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: 0.36 Coarse Agg. (size/lbs.): Total Yards: 2 Fly Ash (lbs.): Placed Via: Chute Water (lbs. /gal.): 185# Consolidated Via: Vibrator Admixtures (specify): 4 oz. Daravair Required Strength (psi): 3000 Sampling and Casting of Samples Cubic Slump. Air % Conc. Temp Ambient Truck Ticket.. ASTM C172 C 31( excluding paragraph 10.1.2) Yards C 143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 2 5" 69 °F 65 °F 354 439563 Weather: Overcast Slump Range: 4"-5" Date Samples Picked Up: 8/27/2004 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Number Date 1 9/2/04 Field Age Size Area Cure (Days (SQ•in•) Weight 7 6x12 28.27 29.50# Max Load Strength Ws.) - S 116,640 4130 Type of Fracture (other than cone) Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant after Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADM/N -62 -01 (Rev 09103) Jill' �11 do fli I� f Z W taar � JU 00 WF- NW W O La C0 = I— W Z P ZO W U ON 0 1.— W 3:U -- O tL Z. CO) O Z r OTTO ROSENAU & ASSOCIATES, INC.,,��." Geotechnical Engineering, Construction Inspection & Materials Testi CONCRETE REPORT 1Qj4&1 MFN Job Number: 04 -416 Report Number: 002 Permit Number: D04 -082 `t•kLr {L{': u.. f•E;'.'K., }r.,. � :. nz �: :: .', : �, :4 . .., . .,,.I .r. s,.r, .'..� , �..... � r : �.� _ .. .< . .'. �I t .. •r, ... . ., i. {t: ,... .. J'. Project: Washington Cities Insurance . ' ., Authority Client: . WA Cities Insurance Authority Address: 320 Andover Pake E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date: 8112/2004 ' x ! J o hn sto n . t. : nsp s y P + ^_ } ?. .:�1 } . F �i•!�•s r ,3 ... �i ctYtF �•aF .a. _: ?, .�i} .. Pic -< r a. r ... �a.,s.: , .«.<_: C.�.... .... ., ,., �. ... . z':.`� _ . .. .. .. r. :a ., ., ... t ...... .,.: r", I . `i ..i Inspected the resteel and placement at entrance column footings. Resteel is Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): 60 , as specified, from Cascade Mills. Stoneway I Cement (sack/type/Ibs.): 517# Type I 5501 Fine Agg. (lbs.): 1228# Area Coarse Agg. (sizellbs.): 2010# 3 /," 5" Coarse Agg. (size/Ibs.): Number Date Cure (Days) Coarse Agg. (size /lbs.): 4' /Z Fly Ash (lbs.): Tailgate Water (lbs. /gal.): 240# 1 8/19/04 7 Admixtures (specify): 3 oz. AEA 3000 28.94# Cast Samples: 1 -4 3 4' /s" 4.9% 80 °F 75 °F 436 434006 \5 =s; a. .fir, Yy r•... ... .,,., +..:. , J ...,, .1 r x Y r; ^.� ..`�ti . Xe f °.t I x i ' —: :.: f+: �... u•"x .r, .._ �� x � . ) .y i.. ? r t}. 3 r.f � # y P J 'l i Weather: Slump Range: Date Samples Picked Up: 8/13/2004 - t�, I.. i +.. .. .. .. f._:.. .. .t.� ..zYf 1 ^ ._ifen,}•. .mv:. .�at:.FMY�.ry .:;f .rt..r ,•17- <..ip. , ,i. Pit � �`. .., . !,a� r +• .7 1� 4* .,.,, s. Z i'..I. n '.,.{ }.,a� �rl:,. 'a: 4; - ; :`ic �: A �'. ..r;?.. .S l,. .it �: _°S. F:?� 1.. �� � .!•,C ;rr. 1. 3: �A �'��` vt .�. F ''t; :czt(.?:i , +r. r : �t�. :?C� *�'. i �:: ..7f •; 5: tm.,... a< 4, :&t,���.'�;t��iasr.�a.�L::?ivdt ..r� n ';l.'r.t: 'fin rr} 'r)i�K' +. '::.hC�m ents.i..., .r ..r.T:ta �,•.t ` :` ?.:t�.�:.'i4a:� -. ,... ... i., ,.u.. '...< r:.r. M,.. .�,. . -.. .,. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (So.In.) Weight L( bs•) flagi (other than cone) 1 8/19/04 7 6x12 28.20 28.94# 90,660 3210 2 9/9/04 28 6x12 28.13 29.05# 121,880 4330 3 9/9/04 28 6x12 28.13 28.99# 123,240 4380 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant to C. ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 r 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N -62 -01 (Rev 09103) ..t.,t,'.;r 'J �.t I L;. , A, tY+,. �?!! �EjMt ,'Ytt:f(�;4`ti.J�k.,fi•.SF,ii. Ip'7„i,q+r•X ":' 1"A�dYdS:riYiUf' i5tA,4' lilt+k'A +.W'VYn%X•y.+ {{F:✓N�{. Z Z W QQ� JU UO (D o CO W J = NU- 0 } �J w co = W H Z� H O Z 1-- W W 0 (j) 0 H W u1 =U LL Z W U= O Z OTTO ROSENAU & ASSOCIATES, INC RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing -qpp 1 9 t, nnnr. u CONCRETE REPORT COMMUNITY DEVELOPMENT Job Number: 04 -416 Report Number: 01 - R.,•. t � 3. .: Permit Number, D04 082 ,� 2. .'... ,}:.3Y .,�1..:1i( i.., -r :.l fia'.P.�;:�,. ,� o . ,' ai= ..}.''•t. � }. .1' .. .... , Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Pake E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 8/1212004 Inspector Dusty Johnston Inspected the resteel and placement at elevator pit slab. Resteel is grade 60 as s p ecified , from Cascade Mills. ,.a.,: .S'•".!�; 't.;. rt< + }�i. i .. ..t� y , �1 +.;... .. ,.p . ;;ir; r:: p.e., .. };, >. .., }...:. ,.�•. ..r .. N Supplier: Stoneway Cement (sack/type/Ibs.): Mix Number: 5501 Fine Agg. (ibs.): MSA: 2480 Coarse Agg. (size /Ibs.): Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max WIC Ratio: Coarse Agg. (size /lbs.): Total Yards: 5 Fly Ash (lbs.): Placed Via: Wheelbarrow Water (lbs. /gal.): Consolidated Via: Vibrator Admixtures (specify): Required Strength (psi): 3000 Cast Samples: 1 -4 5 517# Type 1 1228# 2010#'/." 240# 3 oz. AEA 10# Krystol Kim K300 11 5.3% 83 °F 75 °F 422 433959 . >,- .: _. �:,,. �,v y. ;'- c,u.:. ;,..: -.y. ;..;•,,..,�• Lr, °,.,;." *Yt ". - [ t �,4: �,rr� .�_ .,til:: _, ;1 ,Yr .she.. - f4. ..1 } .k � � 'ti %:,. i!�• wS +'C[ t• t'LS:' z. •.7. j„ `( :. r.. • •.d t`i -. {^ , .f I,,, t` '.4;.,,s•:•+. .i1 4,. .t' .a� l. y , Ei l.t•:.`�rT aFpti ,��... r, Yk Y. �., :i r' l� +t'. 22,t+ ayja 2. .3. •r . i. �.'ai.Rt, »rt}.i•�:'�'i.�;:.a. },:i•l ..:,.., �7 _i'�_.. .,_ 1.1?rJ, tf �.. .. .,�;, +.- ,._..r:. ..�:Iaa. :1 ..�.. .,,....._ -..r �,i. .. ,._ :' ....? .... �... �..r; Weather: Slump Range: Date Samples Picked Up: 8/13/2004 ,.' r r...y:l.{1lif�•l i Y • L., '. �" i'. /!► i, iJ . -S�.: i't; :•;a; 4, .yrP � `a .'t � "�`:? ;.t+•,`. i': "� l':e 4 r « " �...?„' i��:,::: y �•.�F: {a.t- :e�.:a. >:., Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture i Number Date Cure (Days) In. (Sg•In•) Weight L( bs•) fagi (other than cone) 1 8/19/04 7 6x12 28.20 28.41# 69,970 2480 ' 2 9/9/04 28 6x12 28.13 28.36# 100,400 3570 { 3 9/9/04 28 6x12 28.13 28.40# 98,580 3500 3 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 3 Y 7 { 1 ? Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: — x Engineer x Batch Plant Walte . Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -01 (Rev 09103) 1 • ' iP. �''+* Ik%/ �1: �1. 14. y ./: iiY: n: L�. tltf vfin4iZ;' �uw�. £ay,�.�y'v�tiix�H'•.�.i1r�a�l: .v;,aM"+,•;'ur7.a?:uc K'�%r tr. '. , e.W , ' rb w ' •Ai�tiic�t."` �k "tst _ 1`r?j41tir''?= ar��»�`rs�+t ' i• - Z �Z �W 5 UO W = J f.. NW WO 95 u- = �W F- t— O Z t— W5 U� N o l— WW 2 U_ I•- LL O Iii Z. U= O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnfcal Engineering, Construction Inspection & Materials Testing R Iylcn CONSTRUCTION INSPECTION REPORT SEP 2 ' 2001 Report Number. 004 OEVELOPM NT Inspection(s) Performed: Epoxy Grouting Project: Washington Cities Insurance Authority Permit Number: D04 -082 Address: 320 Andover Park E, Tukwila Job Number: 04-416 Client: WA Cities Insurance Authority Client Address: P.O. Box 1647, Bellevue, WA 98009- ;; 1647 Inspector and Date Remarks Dusty Johnston Observed cleaning of slab dowel holes for electrical trench infill and men's bathroom infill, and the 9/13/2004 epoxy grouting using Simpson Strong Tie ET22 according to manufacturer's directions. Conforms Copies to: x Cllent/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer — IP' VlafterA Mr Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05/03) tn: ('tea {. -^ 2 i::.:oa:.�t..h..:i.w.as;: Six, i. y.,+ �s.:? n•+ �1:, ltn,. i; ii:_. t» a1.. w:: cf,•: .uso.:u:u�+% ..ct.,.L'^ 1✓L'ti+'q+!'Y }b y..3'`s" : .ixvw:' '.,:r11 i+ J' ic7.�+1'iit.:lvJJu+✓.i+:;C;tad, - »,Vii6:..f::Li+:A.acs.�n,.�.a w�.u.w.... vakrwWs!' z '~ w t Qr � JU () O to O W= t S2 o, w LL ? . U ! z �. HO z I— w w U� to O— WW O w z U =: O z ' OTTO ROSENAU 8 ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT M Report Number: 003 Inspection(s) Performed: Reinforcing Steel, Epoxy Grouting Project: Washington Cities Insurance Authority Permit Number: D04 -082 Address: 320 Andover Park E, Tukwila Job Number: 04-416 Client: WA Cities Insurance Authority Client Address: P.O. Box 1647, Bellevue, WA 98009- 1647 Inspector and Date Remarks Micah Ruoff Inspected epoxy installation of #3 bars embedded 4" into existing slab to tie in plumbing trench. All 8/31/2004 holes were clean and dry prior to installation. Epoxy used was Simpson ET 22, ICBO #4945. Also inspected resteel for trash enclosure footing. All resteel set as per approved plans. Conforms Dusty Johnston Observed cleaning of holes for slab dowels around elevator pit and trash enclosure slab dowels. 9/3/2004 Dowels were epoxied using Simpson strong tie ET 22 according to manufacturer's directions. Conforms Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer W e ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADM/N -63 -01 (Rev 0503) . . . . . . . . . . v:1f. . son ,n..S.i.Yta..YC.. +i�rt t.t +x4 tYiL ib� "•5.�4.. -v �r.i:L —._i+ -•tee. �fjYur+c. ✓,w . y Z QQ SZ �W QQ� JU 00 U) 0 C0 W W = H N LL w 0 LL Q CO) =d Z H H O Z H w w U� ON � F 2U LL 0 Z. U= Z OTTO ROSENAU 8 ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 04 -416 Report Number: 003 Permit Number: D04 -082 Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Pake E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Z Date. 8/25/2004 Inspector Micah Ruoff . Q W uJ Inspected the resteel and placement at elevator pit foundation walls. All resteel set as per approved plans. U Q Resteel is grade 60 , as specified, from Cascade Mills. C0 W :. 4 cement Dfa ' =. ; :,.. ', ` �` ;. Design ;Batch ';.Y, WeightslCubic ard `. W = „- . Supplier. Stoneway Cement (sack/type /lbs.): 517# t-- N LL Mix Number: 5501 Fine Agg. (lbs.): 1228# W p MSA: Coarse Agg. (sizefibs.): 2010#'/." Max Slump Allowed: Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): U. Q Total Yards: 3'/ Fly Ash (lbs.): Co d Placed Via: Wheelbarrow Water (lbs. /gal.): 116# _ Consolidated Via: Vibrator Admixtures (specify): 2 oz. Daravair f- _ Required Strength (psi): 3000 Z f' :...,, ., Sampimg;and_:Castin of Samples, ;Ciitiic: Slump`" rConc Tem` Amliienk.: Truck Ticket - z f ASTIIJI C 172 C+. 31(e :ciu�s+ei!h 10 �. ?f:� E C '143, C 231 C .1064 Tem No No p.... W .......;..:Y�rds:.. . ,. __ ...................... ...... w >. .....,.... ;... .: Cast Samples. 1 -4 3 6" 6.7% 71 °F 65 °F 420 439179 5 p .. .. ,' } Weather: Part sun to overcast Slump Range: LU Date Samples Picked Up 811µ3/2004 U Comments — O Other Test Methods / Standards Used: LLi Z REINFORCING / PLACEMENT: Conforms X Does Not Conform U O COMPRESSIVE TEST RESULTS Z Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days (Sg.In•) Weight Lt1l fRgi (other than cone) 1 9/1/04 7 6x12 28.13 28.86# 111,500 3960 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant er sen, Project Managffr This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -01 (Rev 09103) U OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 04-416 Re ort Num er: 00 5 ". Permit Number: D04 -082 y� <'Y �lj . }.Y'.'�t .t': ``h�`l .,{ i �� F.,•:.: k.., j : � }• tC) li iT, ,' F .'. �f • j t Project: Washington Cities Insurance Authority Client: WA Cities Insurance Authority Q . Address: 320 Andover Park E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Z Z Date 9/1/2004 : Inspector Mike Gallanger Q Inspected the resteel and placement at Slab infilis at grid line E -G/ 4.5 — 5 and footings for trash enclosure at NE corner of lot as U approved plans —11 /S O 0 N W Resteel is grade 0 ' g 6 as specified, from Nucor W = 5:ri., � - i c':t ,ir__ � �^.:ruSX.•":.Srt!- *_::; "'._ � ' ^:ir ""�' ';r• .r' s�, a,rt.r..:c;l' - r: •._,c' :' - Design`Ba c u 6 'i J Supplier: Stoneway Cement (sack/type /lbs.): 1020# CO LL W O Mix Number: 5501 Fine Agg. (lbs.): 2627# �- MSA: V4" Max Slump Allowed: 5" Coarse Agg. (size /lbs.): 4028 #' /," Coarse Agg. (size/lbs.): J Q Max W/C Ratio: 0.36 Coarse A Agg. (size/lbs.): N Total Yards: 2 Fly Ash (lbs.): _ CY Placed Via: Chute Water (lbs. /gal.): 185# _ , Consolidated Via: Vibrator Admixtures (specify): 4 oz. Daravair ? H Required rent s' 3000 q Strength h (p i): H O •::•'�}. ..: J M .( A' z; .: -.P, *.i ... )t ...: :. y;a $�tRrlplin dCas n ,of,Sam es .,:,�, p - n.•: t._..4,t�. �.iw -..G .�I: '- f::e%:., '(r'.:1.,,F -.. :: F': `1i :,1.•• :.iat,.i .::5'i (� { tf ' . CU�°Ici 4 Sfum ; ;:.;Air� °��_ ;,Conc:Tem �; }Truck -`rTic W W i� ,..•S ..'K...( -v :�},..i.: y .:.I,V' Y. i i .':, A' if i,.; } . rl. , f '',1, -,ti• f;.�f.; ?'{.{'i..TSE , - ,Yi.� ! 172, C31, ( sxciudirpparaprapt� :i;�.$)h'., ..f•.r£ .i .3'..t ..j �:., a +�:i >: 41., V: .I la..AC -0t.k Ytt. 1:` :' :'-:: ., k,`P.,• _�, ,.' I.� " •.: :.. al., i Y�r; J.� ', .?Yards , C -143. Y C Z3i ":;tC �j r t Tems= No No: 5 ..'A$XM�C., , , ,t .. _,.. 1 5...n, tr. 1....wM.... ,.,.u.. a . _c .. �, ,. .. ....,:.., Cast Samples: 1-4 5 °F V Cl 6 65 354 439563 O— .`. Weather: Overcast Slump Range: 1 W Lu H U Date Samples Picked Up 8/27/2004 1 ILL — O : Z Other Test Methods / Standards Used: U t1) REINFORCING / PLACEMENT: Conforms X Does Not Conform F. O COMPRESSIVE TEST RESULTS Z Specimen Test Field Age Size Area Max Load Strength Type of Fracture ! Number Date Cure (Days) t'f1 (Sg•In.) Weight 1bs1 fo (other than cone) i 1 9/8/04 7 6x12 28.27 29.50# 105,830 3740 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant Walter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888- OTT04-US -- Fax (206) 723 -2221 Form No.; ADMIN -62 -01 (Rev 09103) 1S!:�m"�S"%vNU*4.tt />+str ..''iu ' ' 1� .. �'' ^'�!'����5.: • �" - — - ,• ,� V OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Project: Washington Cities Insurance Authority Permit Number: D04 -082 Address: 320 Andover Park E, Tukwila Job Number: 04-416 Client: WA Cities Insurance Authority Client Address: P.O. Box 1647, Bellevue, WA 98009- 1647 Inspector and Date Remarks Micah Ruoff Observed epoxy installation of #4 bars embedded 4" into existing slab for slab to slab connection. 8/25/2004 ECEIV,�D CONSTRUCTION INSPECTION REPORT SAP Report Number: 002 2004 Inspection(s) Performed: Epoxy Grouting L) " VELOUIv NT Observed epoxy installation of #3 bars embedded 4" into existing slab for tie -in to trench. Observed epoxy installation of W all- thread bolts embedded into existing slab 7" to bolt down steel columns. All epoxy used was Simpson ET -22 (ICBO #4945). All holes were clean and dry prior to installation. Work done as per approved plans and SSK -2. Conforms r Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: • x Engineer 7 ANVal C'11 ' , roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -01 (Rev 05103) 2 Imo. UJ �U 00 to 0 co UJI J H S2 LL W O: Ei U_ j � =w t-- O Z H W W U O - o�_ w U ILL O. .. Z W U= O Z .. ,.. ...... .,.... +a.,.a� u. ,.,,, •. , �..a. i' . ass lA �S...t:u.',*'�.r ,;"s:a^.t '+�+Yj�#;dLrx a ..SY;. ;�� v tS" �fiit +d+`'' :�:t ti+p _ "i�{iid. 1Ca U�wic. . iu` " 4�. �. rsitiW.i OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 04 -416 Report Number: . Permit Number: D04-082 1. Project Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Pake E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date. 8/12/2004 Inspector Dusty Johnston Inspected the resteel and placement at entrance column footings. Resteel is grade 60 , as specifie Piacement'Di to Supplier: Stoneway Mix Number: 5501 MSA: Coarse Agg. (size /lbs.): Max Slump Allowed: 5" Max W/C Ratio: Coarse Agg. (size /lbs.): Total Yards: 4'/ Placed Via: Tailgate Consolidated Via: Admixtures (specify): Required Strength (psi): 3000 Cast Samples: 1 -4 i, from Cascade Mills Strength Type of Fracture Weight 1t§•) Desigii BaEch :Weightp /Cubic. ;Yard Cement (sack/type /lbs.): 517# Type I Fine Agg. (lbs.): 1228# Coarse Agg. (size /lbs.): 2010 #' /" Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): 240# Admixtures (specify): 3 oz. AEA ib�c: Slumpr. },, xAir ao`Conc; Teriip ; Ambient " Truck Ticket 143' C231 Temp 3 4 W 4.9 % 80 °F 75 °F 436 434006 j Weather: Slump Range: Date Samples Picked Up 8/13/2004 V. sra 1 : Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Number Date Cure jQgypj SiB1 (Sa.ln.) 1 8/19/04 7 6x12 28.20 Tested in general accordance to: ASTM C39 x ASTM C109 Max Load Strength Type of Fracture Weight 1t§•) f P (other than cone) 28.94# 90,660 3210 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: ; L x Engineer x Batch Plant alte C. ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. r Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -01 (Rev 09103) ZZ W WU 0 Co n co W J F- NU. WO �Q = W Z F- O Z H 25 U O N OH W F- U—_ Z W U= O Z .._.. _...,... ., .......,::.,.� e+�xw:ceti. . c+. �wewr. KN�aw! wurw..• u...' aa�owravra ,�AU%; VSYA '+ii4aUtt�'aittk»x!"sRCC�uCtl w M OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 04 -416 Report Number: 001 Permit Number: D04 -082 Project. Washington Cities Insurance Authority Client: WA Cities Insurance Authority Address: 320 Andover Pake E., Tukwila Address: P.O. Box 1647, Bellevue, WA 98009 -1647 Date 8/12/2004 Inspector Dusty Johnston Inspected the resteel and placement at elevator pit slab. Resteel is grade 60 , as specified, from Cascade Mills t iPlacerrient' data ` ` ` ;, " '' = :;:,,;;, ii =' �,. �, Y .17esi n Ba�cti '•Wei "hts /Cubic. Yard 9 Supplier: Stoneway ,g Cement (sack/type /lbs.): 517# Type I Mix Number: 5501 Fine Agg. (lbs.): 1228# MSA: Coarse Agg. (size /Ibs.): 2010#'/," Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /lbs.): _ Total Yards: 5 Fly Ash (lbs.): Placed Via: Wheelbarrow Water (lbs. /gal.): 240# Consolidated Via: Vibrator Admixtures (specify): 3 oz. AEA Required Strength (psi): 3000 10# Krystol Kim K300 Sampting;and Castingof Saamples Y Cubic - Slump i Air% + `:Cone ,Temp ": Ambient A Truck Ticket x;':7 C 172 C "'{(exeludingpgagraph101 2) , Yards ? „C 1d3 s 4C;231 : Cfi1,064 r '' Temp No No r ;.,' , ,`_r Cast Samples: 1 -4 5 5" 5.3% 83 °F 75 °F 422 433959 Weather: Slump Range: Date Samples Picked Up 8/13/2004 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) I� (Sq. In. Weight L( bs.) fma (other than cone) 1 1 8/19/04 7 6x12 28.20 28.41# 69,970 2480 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Copies to: x Client/Owner Contractor x Architect x Building Dept. Technical Responsibility: x Engineer x Batch Plant alter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTT04-US -- Fax (206) 723 -2221 Form No.: ADM/N -62 -01 (Rev 09103) Z ;= Z � W 0 CO J H �LL WO }} �J U. 4 N d = W H Z H ZO W W U O- 0 F- Ww t LL Z 01 O Z W, "�.,�� y Mitt "a. OTTO. ROSENAU &ASSOCIATES, .INC. Geotechnical Engineering, Construction Inspection & Materials Testing /W JZ IoM C)4141 17 Z004 GEOTECHNICAL INSPECTION REPORT � M Report Number: 001 Project: Washington Cities Insurance Authority Permit Number: D04 -082 Address: 320 Andover Park E, Tukwila Job Number: 04416 Client: Driftmier Architects Client Address: 7983 Leary Way NE, Redmond Inspector and Date Remarks Anthony Coyne I evaluated the exposed subgrade soils for a future elevator pit. I met with Dean Vadset of PCT 8/4/2004 Construction upon my arrival. ELEVATOR PIT SUBGRADE EVALUATION The exposed subgrade soils at the base of the excavation (approx. 5 feet below top of floor slab elevation) generally consists of dark gray fine sand with silt. I evaluated the exposed subgrade soils by probing with a Y2 -inch diameter steel probe rod. Probe depths of 4 to 16 inches were typical. I recommended that additional compaction be performed with a jumping jack compactor. I recommended that water be added as necessary to moisture - condition the soil. I recommended that the area be re- inspected prior to the placement of reinforcing steel. Copies to: X client Contractor ' X Architect x Building Dept. Technical Responsibility: x Engineer AV-1 y Coyne, P This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. epr of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05103) z 1 1- �a W W� UO W= J F. NLL W� LL Q �d �W z� HO zi_ U� O - o �_. W H U_ O .z W U= O z OTTO ROSENAU 8 ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing GEOTECHNICAL INSPECTION REPORT IQLC Report Number: 002 AUK Project: Washington Cities Insurance Authority Permit Number: D04 -082 ?Q 1 Address: 320 Andover Park E, Tukwila Job Number: 04-416 oa lkli y Qy Client: Driftmier Architects Client Address: 7983 Leary Way NE, Inspector and Date Remarks Anthony Coyne I visited the site at the request of Dean Vadsen of PCT Construction to re- evaluate the exposed 8/5/2004 foundation subgrade soils for an elevator pit. I also evaluated the exposed subgrade soils for six column footings for a future awning at the south entrance. ELEVATOR PIT SUBGRADE EVALUATION r The contractor had completed compaction of the exposed subgrade soils as I recommended on 8/4/2004 prior to my arrival. I evaluated the exposed subgrade soils by probing with a' /Z -inch diameter steel probe rod. Probe depths of 3 — 5 inches were typical in the clean sand subgrade soils. Based on my observations and evaluations, it is my opinion that the exposed subgrade soils in the elevator pit are adequately prepared to provide an allowable bearing capacity of at least 1,500 pounds per square foot (psf). CANOPY COLUMN FOOTING SUBGRADE EVALUATION The existing pavement had been removed and excavations had been completed to depths of about 18 inches below the adjacent site grade at six locations. The exposed subgrade soils generally consist of silty sand with gravel fill. I evaluated the exposed subgrade soils by probing with a Y2" inch diameter steel probe rod. Probe depths of 3 — 16 inches were typical. I recommend that the exposed soils be thoroughly compacted to a firm and unyielding condition. Based on my observations and evaluations and provided that my recommendations are followed, it is my opinion that the exposed subgrade soils will be adequately prepared to provide allowable bearing capacity of at least 1,500 pounds per square foot (psf). Copies to: X client Contractor x Architect x Building Dept. Technical Responsibility: x Engineer Ant y Coyne, P This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05103) tt:, '. rrwwSi; 1«.. i�, K�. F' a ::�i::1Ee:lr.t:..t:,i�:.bl.kaii w.e;ris.wz:aSt:a:oap:i : ih,eu.aU Jik:+�FCa'u+t. +ata z W JU 10 No C0 LLJ J H CO) LL w 0 J U- CY =w ? t— z� w w O C0 � F- w ~ F- � tii U= O z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing F� CONSTRUCTION INSPECTION REPORT 4�1 v � � Report Number: 001 �,( C Inspection(s) Performed: Epoxy and Anchor Bolts 1 �/�\ �4F� Q , Project: A / y Washington Cities Insurance Authority Permit Number: D04 -082 MFNT 3: `~ W Address: 320 Andover Park E, Tukwila Job Number: 04 -416 �Q Client: Driftmier Architects Client Address: 7983 Leary Way NE, Redmond J 0 Inspector N f7 and Date Remarks C/) = Bob Hill On site to witness epoxy of anchor bolts. 7/8" all thread into 1" hole, with 2'/z' embedment. All 7/8" 1 7/26/2004 bolts were installed around top of 1St floor wall. 5/8" all thread in %" holes, with 2 embedment, at D W 0 to G on 1; 1 to 6 on H; and E to H on 7. Epoxy was Simpson Strong Tie ET22 with expiration date of 8/05. All holes were brushed and blown clean. All work was done per approved plans on site. LL Q c CY Bob Hill On site to witness epoxy of anchor bolts. Bolts were 5/8" all thread set in 3 /" hole with 2' /z" w 7/27/2004 embedment. Bolts were placed at top of 1 floor wall at A to D on 1; 1 to 7 on A; and A to 6 on 7. ? Epoxy was Simpson Strong Tie ET 22 with expiration date 8/05. All holes were brushed and blown z O clean. All work was done per approved plans on site. LU Uj U� co, 0— All Does Conform �= w 0 LLI Z U= O ~: Z Copies to: K' X client Contractor x Architect x Building Dept. Technical Responsibility: x Engineer Walter C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05103) Armour Unsderfer Engineering, LLC 13456 s! 27"' Place, suits 200, Bellevue, WA 98005 (425) 614 - 0949 FAX (425) 614 - 0950 STRUCTURAL CALCULATIONS AND SSK DRAWINGS FOR: Washington Cities Insurance Authority, Tukwila, WA FrLE CMPY For: F ev FOR E IANC 2004 ukwila DIVIS The Driftmier Architects 7983 Leary Way Redmond, WA 98052 By. Kit Chan, E.I.T. Bill Armour, P.E., S.E. Cr�y T *14 , J UL 2 2 2004 PFAM1T cEwER WA . owoss R �VISI�N h!0, AUE Job No. 3180 July 21. 2004 z ~w WD 0o CO) 0. J = �LL W O LL Q !2 D =a W z �O z �- U� , 0— a E- WW o Z. U- p: M: z t . r 9maN. ?, Cep JOW I Q toy 1� LO -;5 psy re l8 w FT 6ROM V x I2 9c , ? c (0 ig 100 '\ e STA1� . r L = 04 rRDmw � ©(p, e C! )' T e� to o'G• f: 8�Op5i r� = 75ps)' 30 0060 l ost' . �p= 31 •(0 ►^� cap �(o, � �^� � = �7 ? q� rn/ d 7� S� 5 (�0 x 1. ��) (1 &) � J7Zg ©. .4 24 14 F ." O►,." 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Address: Ver. ,�,qA- Client: 96 TM O ARAMIT'�� Dat�-Io Jo b No.3 (sd nwlt+xw�ra :SAI m�:v wivne. ..w,www mww.ar.xa: wdn+er.rs,+.�rT.�e.��v�.wa xct w* rr�m7�r.+ s eh; K.'.th`"�n'IW�MssKi ^.Nn!a�%M*1V I z �z ~ w UO 0 W� S2 LL w J LL Q N = = �w z =. �O w � w U13 o E- w w CO ~O E- z yq.N c� T+.Cu eov%, I I 1 I r n n J W "GR4c S ' I s I -) ( Awoet� - TKU.Ss roe Gfeo*' D. P 4 II .'� (/�tlb� W f C�2) IN OA3Z 0, SIAM, PLAle Aa F�'D, NTS. Armour Unsderfer Engineering A 13456 SE 27 Pl., 200, Bellev WA 98005 A (425) 614 -0949 Project: WG t / c Eng. Pg. Address: 14,k�w L M4 Ver. Client: WfIrKI 6 1 4 Datel/; Job No.9180 x-rav�na«ri,�+uwv-etr�a .. avarnw.n■wusiwrrar1� nmvwr »�,resw. w2 , �+ 1�% �w!` �zrsY�'' tS' �'{ nm1xd�: w{ pfrn�. V�pK` lq" ���,+ ?t }s"y�W�gS °'r i 1' I� .1 z = Z w. u� D 30 00 CO 0. co w J = t� �U- wO U . S2 :) = �.. w z H O z f- w �o O N, w �O z 0- O Z TRU SS . �' ✓"G UD W tAt - , 0 , wptV4 9A- str., or- 5TAn @ FV ejp�,, sw, , I'f P - roe 4 DoT mF (CF-) G 1VIDF- , C CIO wA pef3 Cep SIuO way. (AAI�t4c) -ro C�> X47. S . Armour Unsderfer Enalneerina ♦ 13456 SE 27th Pl.. 266 9eilevue_ WA aa 1 /44x1 6t4dnoea Project: MCiA • Eng . Pg. � ��X4 Address: "SkY V U W A Ver. Client: Dg wi m iw t�, Cw r?. Date -� r S ()q Job No. ,3 0 .b:grWpfr *�GZf.' ��'N`.Gtv11'Ww•.. � .�. . _ '�. ra�u65. etalS "''�"• "�3 Y.�1" :e:� wbU�+,i�.e:i �: Z �W U O 0 CO C0 U w O U . = d z� F- O z �-, w UJI D o' o CO H 0 , w �O ..z w U =` O z I ft ar �- .._. MIN T�1 w�p��A CE C O .Are, 'teCtS, W of Cu'K Ntla November 29, 2004 Fri! COPY Poll IN No. �v Plan review approval is subject too errors and omlabu Approval of construction doaunents does not autlxft the violation of any adopted code or ordinance. Rieo" of approv4FA Copy a eonditielons is acnowledged: BY Date: - /i / 4 C4 of TukWlo BUILDING DIVISION r. Bob Benedicto and Mr. Ken Nelsen kwila Building Division 00 Southcenter Blvd., Suite 100 kwila, WA.98188 Revision to Permit D04 -082, 320 Andover Park East Removal of Tenant Spaces 245 and 275 ear Mt. Benedicto and Mr. Nelsen: RECEIVED CITY OF TI IKWII A 2 i'0A PERMIT CENTER s permit is for the general renovation of the office building at the above 'address. riginally this permit excluded all second floor tenant spaces. Four of the tenant aces at the east end were added to the permit - for . demolition and shell work. The roperty manager now has a tenant for two of those spaces (Space 245 & 275) which requires a different configuration than that shown on the current drawings. Thus we are suspending work in these two spaces. We request that the balance of the work.be'removed from Permit D04 -082 and be deferred to a new permit for these spaces, together with Space 225. The new permit ' should be submitted within three weeks. We also ask that you approve use and occupancy of the balance of the work under Permit D04 -082 once it is complete per code and your requirements. i 7983 • : ' - - Lewy . Attached is a description of completed work, uncompleted work and'the conditions for. Way NE final approval of the balance of work for Permit D04 -082.. We propose that this be Redmond attached to the record drawings for this permit if approved. Also attached is a letter to the Washington Tukwila Fire Marshall that addresses the fire spiuikl system requirements related to the j 98052 lack of ceilings in these spaces. (425) 881 -7506 Fax; (425) 881 -7306 mail @drifunier,com . 4R' K: t!?." Y!' ff. 1 . �°Ii:D`"+S'.'"• * :?N.: .. ... �'. .: ,..I: .. wm+rsro.a+. »,�w. sir-.•, �i. w• civ.,-.,.+: �ilfi• e, au,:. �x.: ua'. w.:+:,.:.`,.. •..:�..;'�.:.'e��. »...�,w..�:. . z '~ w � �U UO W= �U_ W LLa (� D W ` Z WO w. U O� 0H W � W z CO z M. 15 CC .T G m I ® C Q. Q C 2 • C �a N. November 29, 2004 Fri! COPY Poll IN No. �v Plan review approval is subject too errors and omlabu Approval of construction doaunents does not autlxft the violation of any adopted code or ordinance. Rieo" of approv4FA Copy a eonditielons is acnowledged: BY Date: - /i / 4 C4 of TukWlo BUILDING DIVISION r. Bob Benedicto and Mr. Ken Nelsen kwila Building Division 00 Southcenter Blvd., Suite 100 kwila, WA.98188 Revision to Permit D04 -082, 320 Andover Park East Removal of Tenant Spaces 245 and 275 ear Mt. Benedicto and Mr. Nelsen: RECEIVED CITY OF TI IKWII A 2 i'0A PERMIT CENTER s permit is for the general renovation of the office building at the above 'address. riginally this permit excluded all second floor tenant spaces. Four of the tenant aces at the east end were added to the permit - for . demolition and shell work. The roperty manager now has a tenant for two of those spaces (Space 245 & 275) which requires a different configuration than that shown on the current drawings. Thus we are suspending work in these two spaces. We request that the balance of the work.be'removed from Permit D04 -082 and be deferred to a new permit for these spaces, together with Space 225. The new permit ' should be submitted within three weeks. We also ask that you approve use and occupancy of the balance of the work under Permit D04 -082 once it is complete per code and your requirements. i 7983 • : ' - - Lewy . Attached is a description of completed work, uncompleted work and'the conditions for. Way NE final approval of the balance of work for Permit D04 -082.. We propose that this be Redmond attached to the record drawings for this permit if approved. Also attached is a letter to the Washington Tukwila Fire Marshall that addresses the fire spiuikl system requirements related to the j 98052 lack of ceilings in these spaces. (425) 881 -7506 Fax; (425) 881 -7306 mail @drifunier,com . 4R' K: t!?." Y!' ff. 1 . �°Ii:D`"+S'.'"• * :?N.: .. ... �'. .: ,..I: .. wm+rsro.a+. »,�w. sir-.•, �i. w• civ.,-.,.+: �ilfi• e, au,:. �x.: ua'. w.:+:,.:.`,.. •..:�..;'�.:.'e��. »...�,w..�:. . z '~ w � �U UO W= �U_ W LLa (� D W ` Z WO w. U O� 0H W � W z CO z i z �F.. w V J U' . 00 Q N w= J !2 LL: wO Q, s a t-- w z� Z �. W U W W' O W z: cly o� z Bob Benedicto and Ken Nelsen Tukwila Building Division 29 November 2004 Page 2 Please let us know of anything else you require. We will make every effort to address any and all concerns of the City of Tukwila that will allow final approval of the work associated with Permit D04 -082. ; } Sincerely, David R. Seely, Project Architect The Driftmier.Architects, P.S. Phone: 425 -881 -7506 Einail: david ,driflmier:com Enclosures tt • cc:. Jim Dunaway, City of Tukwila . Lt.. Randy Edwards, Tukwila Fire Department ; Jill Makela, Wash. Cities Insurance Authority: •Chuck Wiegman, JSH Properties Grant, Constriction Ep F .Jim PCT. —���, GE . too. . . • . ; ... • •.• . • . Cell - W O Ila •: - •. ; z �F.. w V J U' . 00 Q N w= J !2 LL: wO Q, s a t-- w z� Z �. W U W W' O W z: cly o� z .. The D r11 i mer A' GODS CO A A rch tec�t.s, P 5. � � i WCIA, 320 ANDOVER PARK EAST j PERMIT D04 -082 REVISION SCOPE OF WORK ATTACHMENT —�; Remove Space 245 & 275 from Permit Cry Of Date: (Revised) 12/1/04 Job Number: 20312.50 ----� Currently the second floor tenant spaces 245, 275, 270 and 280 have been added to the Permit D04 -082 scope of work. .Spaces 245 and 275 are removed from this permit work, and they will be completed under a separate tenant improvement permit to be submitted later. Work for these spaces has been partially completed as described below. Work in Spaces 270 and 280 will be completed under Permit D04 -082. Work for - the site, first floor tenant spaces, building common areas and building- wide.Efe safety systems will completed and occupied as part of the main permit. 'A. WORK COMPLETED OR IN PROGRESS IN SPACE 245 & 275: 1. Demolition: Includes floors, walls doors, ceilings, and equipment. 2. Partitions, Doors & Frames: The interior partitions in the space have been replaced and taped. The doorframes are installed. The tenant space entries are installed as part of the building common areas. Interior doors and hardware will.be left for later use. 3. HVAC Work. The new VAV boxes are installed and operational. 4. Electrical Work: The electrical rough -in is complete. Devices are partially installed. i 5. Fire Alarms: The fire alarm devices shown on 'the approved drawings will be installed. B. INCOMPLETE WORK IN SPACE 245 & 275 TO BE DEFERRED: 1. Ceilings and Lighting: The ceilings and lighting will not be installed at this time. The ultimate layout will be different from that shown on the current plans. Ceiling materials will be stored for use in the new configuration. ' 7983 Lewy ' 2. Fire Sprinklers: The existing fire sprinklers will remain operational for the interim Way as discussed below. Redmond, 3. Doors and Frame at Space Interior: These will not be installed. The doors and Washi ngton frames will be left in the space for use in the new . configuration. 98052 (425) 4. Finishes: The wall painting and floor finishes will be deferred. The space will be 881 -7506 swept and dusted. Fax: (425) 881 -7306 mail Cldriftmier,com 1 of 2 z H :1— W . �U UQ w� � w o 9 -1 LL Q N = d W ? z� Zo W W U o. 0 co o F- w uj. �O w z U =. O� z -- `e WCIA, 320 Andover Park East Permit D04 -082 Revision, Scope Of Work Attachment Date: 11/29/04 I I I t I C: ' ' INSPECTION AND COMPLETENESS ITEMS: 1. Building Common Area Life Safety Systems: Building wide life safety systems, such as fire alarms and hallway entry doors will be complete under Permit D04 -082. Please advise us of other detailed requirements. 2. Fire Sprinkler Revision to Open Ceiling Spaces: Open ceilings left for a long . period of time pose a code compliance issue for the fire sprinklers. Per a separate correspondence with the Fire Marshall, approval of Permit D04 -082 will be' contingent upon ceiling installation or capping of duplicate sprinkler heads within approximately three months time. This applies to Spaces 245 & 275 as well as Space 250, which currently is without a sprinkler. 3. Exit Signs: In accordance with code and our conversation with Mr. Ken Nelsen, the first and second floor tenant spaces (except . for the WCIA office) do not require exit signs at the suite entry doors. UBC 1003.2.8.2, Exception 2 states that rooms or areas requiring one exit do not need exit signs. Therefore, no exit signs are required for these tenant space exit access doors, the kitchen in the WCIA space nor any other space where only a single path of egress is permitted. Permit D04 -082 was approved under the 1997 UBC and is applicable for this purpose. Pertinent IBC sections will apply to the tenant improvement permits for Spaces 245, 275 and 250 when they are reviewed. 4. Temporary Lighting and Electrical: One to two of the light fixtures for the two spaces will be chain hung from the structure and switched near the entry doors. These will serve. as temporary light for the unoccupied spaces. Electrical outlets and other devices will be terminated or covered per code. If you have any further questions or comments please contact us.�� GE .. lot 2of2 z �w U 0 w= �LL w O LL Q co =) = W. z f- ZO w w U� co o�_ W LL O w z L) O� z 'w.. +,.n � .: '7 , , n .: 4Y "`�" �i�� /]. F✓.�wlr`.t� "�4,�' �1+'L�?�wn._ _ _ .... ...rn.r,.a.wN5f�M1Y..'KSRS�. rti> ,.... .l *�...u,.,..,.,...r!. �. �.. .nom. ".' .... .. .. ....�..�. .. /.. _ V 0..64-0 T11e Driftinier AJA Atects,1� S. November 29, 2004 Via Facsimile and US Mail Lt. Randy Edwards Tukwila Fire Department 444 Andover Park East Tukwila, WA.98188 Re: Revision to Permit D04 -082, 320 Andover Park East Fire Sprinklers in Tenant Spaces with No Ceilings . Dear Lt. Edwards: `R�V�EI�n SCE . CODF COMPI.I� DES 0 9 ZOQ O As discussed on the phone.1ast week, this letter addresses the fire sprinkler modification requirements related to the tenant* spaces that. have had the ceilings removed, but not replaced.. The work in the above permit currently includes four of the second' floor tenant spaces at the east end. The property manager now has a tenant for two of those spaces (Space 245 & 275) which requires a different configuration than ;that shown on the drawings. Thus we are suspending work in these two spaces and preparing plans for a separate tenant improvement permit. In addition, 'the ceilings have been removed fro another tenant space, Space 250. No tenant has been found for this space, but it is actively being marketed. . I We now understand that having two levels of sprinkler coverage in the -same space for an extended period of time is not •allowed. • The solution is to either install ceilings or cap the. heads that were previously below the ceiling plane. We would prefer to complete the sprinkler revision work all at one time once the final configuration for the tenant spaces is known. This saves on sprinkler and ceiling work. 7983 Leary As discussed, we request that the fire sprinkler work associated with Building Permit D04- ( W NE 082 be approved with a contingency as follows: 'Redmond 1. That tenant spaces 245, 250 and 275 are understood to be excluded Vdaslringion from approval for occupancy under Building Permit D04 -082.. Separate fire 98052 sprinker permits for these spaces are required. (425) 2. That within approximately 3 months (On or about March 1, 2005) 881 -7506 tenant spaces 245, 250 and 275 will have either new ceilings installed or the Fax: downward heads removed and capped. (4-25) , 1 861 -7306 niail@drifimier.com W WM z �U U00 w= H S2 LL w O. LL ¢ CO d = w z � F— 0 zl W U O CO, o� =U F— LL z Cd U CO). O F- z Lt. Randy Edwards Tukwila Fire Department 29 November 2004 Page 2 Please let us know if this is acceptable or if anything else is needed. We will snake every f effort to address any and all concerns in a manner that will, allow final approval of the work associated with Permit D04 -082. . Sincerely, x David R. Seely, Project Architect The Driftmier Architects, P.S. Phone: 425- 881 -7506 : Email: david(cc�driftmier.com . Enclosures cc: Bob Bennedicto and Ken Nelsen, City of Tukwila Jill Makela Wash. Cities Insurance Authority Chuck Wiegman, JSH Properties Jim Grant,'PCT Construction ` REIEEd OR. E ( CODE COMPLIANCE , . I .. - `g X004 • • k ' .. • : •. : . ..:DEC � ' • •' of-TiA01 J( BUILD ING DAVIS z I z ' w ac � U O' N O' CO) =' N LL w O 2 �. J �Q �O = W z� zo 5 ; UO O� W w, tL O z U CO) O z .� The Driftini.er ; T j d Architects, v s. 22 July 2004 BILE Copy P%- REVIEWED FOR CODE COMPLIANCE A PPROVED . AUG - 5 2004 City Of Tukwila BUILDING DIVISION 0 SO F EIV ED TUKWILA J U I L 2 1 ZOOM PERMIT CENTER Stefama Spencer Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA.98188 Re: Permit Revisions #1, Development Permit Application Number D04 -082 ,Dear Ms Spencer, Since the building permit was issued the owner has decided to remodel more of the tenant spaces ' under this permit. The additional tenant spaces are 6,745 S.F. on the second floor and includes suites 245, 270, 275 and 280.). We propose the following revisions to the permit documents: i i BUILDING PERMIT REVISIONS #001: i 1. Second Floor Demolition Plan (sheet A2.0): We propose to demolish 6,745 S.F. suites 245, 270, 275 and 280). This will include the removal of some partition walls j and all the A.C.T. ceiling grid including light fixtures and grilles. t 2. Second Floor Plan (sheet A2.2): We propose to frame in some new walls and infill I walls to separate the different tenant spaces in conformance with the approved plans. ! We will also finish and paint the walls and install new floor covering and electrical in Tenant Space 270. 3. Second Floor Reflected Ceiling Plan (sheet A2.5): We propose to install a new suspended acoustical tile ceiling with new light fixtures (using the Power Allowance ! 7983 Compliance Option) and diffusers to be designed by the mechanical contractor. f Leary, Way NE Redmond 4. Detail 3a/9: Lighting fixtures: We have added light fixture F11 which is a 3 -tube Washington ` fixture that will be used in most of the remodeled tenant spaces on the second floor. j 98052 (425) 5. NREC Lighting Summary: Attached is the revised Washington State Energy Code 881 -7506 I Lighting Summary Forms showing the information that is needed for the new spaces Fax: being remodeled. (425) 881 -7306 PAPROJECTS12003120312 \4 111 jS1 10NerK - 22 -04.doc mail @driftmiencom tl q �Z z ~ W � D JU UO CJ) C0 ul W = C0 U- W LLQ co D 1 �W z z� 5 U� ON 0H W W LLz ui U= O Z ..aF:" •tF ; f:{4.K+ - f:'a'}� .A..,c..�.Lyilns..:i6.+,.st... M Stefania Spencer Tukwila Building Division 7 May 04 Page 2 6. Structural conditions (Structural drawings SSK1, SSEM, SSk3 and SSK4): After demolition was completed on the first floor level some situations were uncovered that need remedial action. Structural calculations and sketches are attached as follow: a. SSK1: Around the central stairwell and at the angled interior concrete wall at the west entry the existing floor joists are not adequately sized. This drawing gives the additional new joists needed to make the second floor structurally sound. b. SSK2: The TS columns supporting the truss at the main stairwell were never installed. This drawing details the 2 new columns that are needed to support the truss. C. SSK3: This drawing details a structurally sound connection for an existing built - up beam to girder truss connection. Currently the existing beam is just toe nailed into the supporting girder truss. d. SSK4: This drawing details a solid connection for the existing upstairs railing wall to the existing girder truss. If you have any further questions or comments please don't hesitate to contact me. Since construction work is under way, we would appreciate an expedited approval process if possible. Sincerely, David R. Seely, Associate Architect The Driftmier Architects, P.S. Phone: 425- 881 -7506 Email: david@driftmier.com cc: Jill Makela, Wash. Cities Insurance Authority Chuck Wiegman, JSH Properties Jim Grant, PCT Construction Z ~ w � �U U 0 U) E- ( LL WO 9_J LL C1 = w ? t- 1- O Z w UC) O� o�_ WW HU LL O 111 Z UN O Z 2001 Washington State Nonresidential Energy Code Compliance Form Revised June Project Info Project Address WCIA Building Remodel - Tenant Space Revision Date 7/12/2004 320 Andover Park E For Building Dep e��se � " 6 EED A, , A OF TUKWILA ,1 L 0 } `1 L 2 001 c PERMITCE Tukwila, WA 98188 Applicant Name: Driftmier Architects - Applicant Address 7983 Leary Way NE Applicant Phone: Redmond, WA 98052 F . Project Description ❑ New Building ❑ Addition ' 2] Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Q Prescriptive Lighting Power Allowance Q Systems Analysis Compliance Option ( See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area In ft Allowed x Area Suits 245 office 1.20 1130.0 1356.0 Suite 270 Office 1.20 765.0 918.0 Suite 275 office 1.201 2370.0 2844.0 Suite 280 Office 1.20 1783.0 2139.6 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 7257.6 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interib4 all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed suite 245 Lightolier DPA2G24PP332 16 85.0 1360.0 Suite 270 Lightolier DPA2G24PP332 9 85.0 765.0 Suite 210 Lightolier 7132BU /8037CLW 1 32.0 32.0 Suite 275 Lightolier DPA2G24PP333 22 85.0 1870.0 Suits 275 Lightolier VPA2G29PP233 16 62.0 992.0 Suits 280 Lightolier DPA2G24PP332 25 85.0 2125.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7144.0 Maximum Allowed Lightin Number of Fixtures Watts/ Fixture Location CODE COMPLIANCE De Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) 11 0.2 W /ft Jim M I Covered Parking (reflective paint) AUU -- b NUT 0.3 W/ft 2 Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts use migr ustea maximum mput vvatage. Dui uxtuies wut1 lulu - wuvu uauaaw U1Ily, Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 11 101t Jim M I Z ~ W JU UO CO W UJI_ t- �w wo } L a N::) = CY F. W Z H O Z 1- W �j U� O CO o I-- W HF- -- Z CO O H Z U. 2001 Washington State Nonresidential !d Watts may not exceed Total Allowed Wati Code Compliance Form Z H Q W WU J U' U O U o UJ J � CO V-, WO U . N � = d. �W I— O Z+- �p U W W'' - O'. 1 W Z U N. Z I 2001 Was Energy Revised June Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers * Other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is "Other" and fixture answer Is checked, the number of fixtures In 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space is not limited by Code. Clearly indicate these spaces on plans. If not 2. Lamps are T -1, T -2, T -4, T -5, T -6, T -e 3. Lamps are 5 -50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify TABLE 15 -1 Unit Lighting Power Allowance LPA Use LPA W/s Use LPA W/s Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.5 Barber shops, beauty shops 2.0 Atria atriums 1.0 Hotel banquet/conference/exhibition hall ' 2.0 Assembly spaces", auditoriums, gymnasia", heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments 1.5 Restaurants /bars 1.0 Factories, workshops, handling areas 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops' 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Librades 1.5 Retail , retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.2 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. j 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically i directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually Installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined In footnote 2 applies only to the floor area not covered by racks. State Nonresidential Energy Code Compliance Form Z '~ W JU UO N Ito LIJ J H CO W WO La U = = W Z H E- O Z H W W U� .O - W LLJ H U- O Z W co O Z i :.:.a.+i,..,t4�7 .:.�.+: ✓- L�.a:t'w . i�Lli.. ��l4r +v..5«u�S.ti7. +:Jw�.SMii++�:.ww R • 2001 Washington State Nonresidential Energy Code Compliance Form 2001 Washington State Nonresidential Energy June 2002 - Project Address WCIA Building Remodel - Tenant Space Revision Date 7/9/2004 Use this form If you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft " Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft Suite 245 Office 1.20 9 1.20 Suite 245 Office 1.20 9 1.20 Suite 245 Office 1.20 9 1.20 Suite 245 Office 1.20 9 1.20 M M z '~ w JU 0 fn 0 C0 W J H V) LL WO LL Q fn 0 = W Z H H O z H W W U� O� W W H P LL -. w z U= O~ z '�.d. u4W`` �d.. la�Y '.f�.SH:t'ires�l��W�.- `+YaI.fY .kiC - iJLi "7� 3. �• � "� Afi.. .yh.i+v.Y.. , '� �W°� �� D 2001 Washinaton State Nonresidential Enerav Code Compliance Form It Li ghting Permit Pla 2001 Washington Slate Nonresidential Energy Code Compliance Forms Revised June 2002 - KJM Project Address WCIA Building Remodel - Tenant Space Revision Date 7/9/2004 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations A2.4, A2.5, Dot 3/9 yes 1513.2 Area controls Maximum limit per switch spec yes 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans A3 . o , A2.2, A2.1. yes overhead glazing Indicate overhead glazing on plans A2.5 n. a. 1513.4 Display /exhib /special Indicate separate controls 1513. Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location Elect Dwgs yes (b) photocell. Indicate location Elect Dwgs 1513.6 Inter, auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations spec yea 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans I + 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture yes Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency Mech Dwgs If "no" is circled for any question, provide explanation: Z ~ W � QQ � JU UO N co W J = H NW WO U. co = W ' Z F- F- O Z t— W W U� ON W U H� LL O .. Z W U =, O Z Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed In Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling - height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined In Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant - sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is Interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or Illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Z ~ W �U UO Cl) 0 J = H �W WO 9_J L? N CY = W ZF- HO Z I— W W U� O- OH W 2 I— H u. O .. Z W U= O Z �Hq��.. .rQ!S77Xt�'j.�c!!7;7lY!9' .yA�CtaimS^�kxT&'oX�RAUt�. °".'''. r..-.. aww rwsi^ dS*+ ur. BE-.. �7qt+ 4#+ ar* anrar• cr.+* s. Y......... ..�.1..raxv.nx. °"_cy�rsi!�;,::. i The 0 0 Architects, Ps. FILE DOPY WASHINGTON CITIES INSURANCE AUTHORITY OFFICE BUILDING REMODEL Permit Submittal Detail Book ko CITY OF TJ{l,`f;LA AP Rt VE0 jUN ! t AS W ILD . D March- 5, 2004 f'.� OF KWII A MAR 0 5 2004 PERMIT CENTER Z �W 00 U) 0 J = D LL WO J Wj U = I- W _ Z� I O Z !- W uJ U O� 0 F- wW F ., U "Z 0 p _ 0 1 - - z �A J I � r i i J i�H I ... l I J WC.LA REMODEL Index of Detail Details are indicated on the Construction Drawings and in the Detail Book with (2) two numbers within a detail bubble. The top number indicates the detail number and the lower number indicates the section in the detail book in which the detail is located (see below). A sheet number may be next to the detail bubble is it is located on one of the construction drawing sheets. 0 GENERAL 0/1 Plywood Sign 1 51TE WORK 1/1 Accessibility Ramp 2/1 Barrier Free Symbol 3/1 Barrier Free Sign 4/1 Extruded concrete Curb 5/1 — 6/1 — 7/1 — 8/1 Trash Enclosure Elevation 9/1 Trash Enclosure Detail 10/1 — 11/1 Monument 510n 12/1 Monument 510n 13/1 Sign Trellis Screen 14/1 — 15/1 Patio Pavers 2 FOUNDATION DETAILS 1/2 Entry Monolithic Slab 3 EXTERIOR CONDITIONS 1/3 New Canopy Elevation 2/3 — 3/3 Column Section 4/3 Column Section 5/3 Canopy Trellis Screen 613 Canopy Beam End 7/3 Alternate Entry Awning z W JU UO 0 CO) CO L w a LL Q. Na W. ' Z 1- O: w c f- Ljj U �. O N. W O. U CO Z � � 1 I JM- a I4 ' z W JU UO 0 CO) CO L w a LL Q. Na W. ' Z 1- O: w c f- Ljj U �. O N. W O. U CO Z z ,Q Z. WW 6 2� D C.)0 co c/) C/) LL 0, LL CO) D CY �-LU 0 z I-- W W D D 0 cl): 0 F- W UJ F- z Cd CO) U z 8/3 Alternate Entry Awning 9/3 Awning Beam End 4 ROOFING, MOISTURE AND THERMAL PROTECTION 1/4 Canopy Gutter Detail 2/4 Roof Gable end 5 WINDOWS 1/5 Exterior Window 5chc&lulc 2/5 Exterior Window Typer, 3/5 Storefront details 4/5 Interior Relight 5chcdule. 5a15 Interior Relight Types 5b/5 Interior Relight Typer, 616 Tenant Entry Section 6 DOORS 1a16 Door Schedule 1b/6 Door Schedule 1c,16 Door Schedule Notes 2/6 Door Types 3/0 Interior Wood Door Details 7 INTERIOR CONDITIONS W 1/7 Suspended A.C.T Ceiling { 2/7 5uopended G.W.B. Ceiling 3/7 Seismic Comproosion5trut 4/7 Ceiling to Wall Detail 5/7 Light Tic Details 617 5uopended Ceiling Notac, 7/7 Partition Bracing 8/7 Lobb Ce iling Detail 9/7 2"' Floor Lobby Ceiling Detail 10/7 Floor Transition Detail 11/7 Alternate Tenant Entry 12/7 — 13/7 — iy 14/7 Stair Handrail 6 CASEWORK 1/8 2/5 Upper Cabinet View, Section 3/5 Upper Cabinet Elevations 2 z ,Q Z. WW 6 2� D C.)0 co c/) C/) LL 0, LL CO) D CY �-LU 0 z I-- W W D D 0 cl): 0 F- W UJ F- z Cd CO) U z _4/8 Lower Cabinet Elevations 5/8 Lower Cabinet Section 6/8 Lower Cabinet 5ections 7/8 Section at Reception Desk 9 NOTES / 5PECIAL CONDITIONS /SCHEDULES la19 Energy Notes W9 Energy Notes 2/9 — 3/9 Light Fixture Schedules 3' z J- w. u�D J U UO. CO 0. CO J H. to LL W O J U- N d W, i Z � H O Z I- ,2 � U ,O CO � H WW W H. -O .. Z W U_ O Z . vso s . r ntiw �N i 4 ' — --KV N LOGO WASHINGTON CITIES INSURANCE AUTHORITY FACILITY REMODEL 0 i (V 0 N A ElOn GONTRAGTOR5 NAME ADDRESS 4 PHONE The Dhftmier AID WtecbS P.S. =% Murbt Stmd 025) OHM EftuAl gm amebra r..00 PLYWOOD SIGN 5/40=11 - 9 w k The 7983 Leary flay NE DATE 03/05/04 DditriAer Redmond, WA 98052 BY PRR (425) 881 -7506 Am,hbct% pg maiiedrittmier.com JOB 20312.00 91. z ;3: z �W QQ JU 00 CO co w J H co LL W J LL Q c� =a W I— 0 z i- W W U W W 0 wz U =� O z 1 EXP. JOINT BUMPER OVERHAN6 - - -- «. r cV � snw WHEEL STOP 7 I y I O Q AGGE551BLE PARKING 516N PER DETAIL 3 I 6' -0" 5' -0" O d- M M FLUSH W/ PAVEMENT AGGE551BLE DETAIL t i 6" CURB rrr`iy PAINTED WALKWAY STRIPING PER CIVIL DETAIL. lh {j�2.N�s�e}i PER ks NOTES: i • I. TEXTURIN6 OF CENTER RAMP TO BE BRUSHED GONG. PARALLEL W/ STREET TO PROVIDE HIGH FRICTION SURFAGE. 2. USE "TRUNGATED" DETEGTABLE WARNINGS ON HATCHED RAMP AREA. 3. PAVING AND WALKWAY SLOPES MAX 2% PER CODE, U.N.O. 4. STALLS SHALL BE GONSTRUGTED TO MEET ALL REQUIREMENTS OF STATE BUILDING GODE SEGT. 1107. ACCESSIBILTY RAMP SCAM The 7983 Leary Way NE DATE 03/05/04 Drifrinier Redmond, WA 98052 BY (425) 881 -7506 Architects, p s. maNdriitmier.com JOB 20312.00 z z 00 N NW J � �U- WO }} 9J Nd = W z �. ►— O w 25 U O U)_ H WW LL. Z U= O z . ,z W..?3TIR!•1x`!'!hr•5Y!1tr.K NFVE baf4tgr> wY,+^ 1e. aat�ewe• xxocrN+. c+ r.. w• r,+... waw+ mM....,, w....».« ��.-. n• �n. rn,,,... ra..: � ,.e.•.a, «.::.ur.e..J-.ow•,. .,..7::�+n:•,v:,�',a•:: 193? C,» �i* 1^.' c�. qS�4' J•. s. Y,"`. t•, ?a: vt�u ±:fss+crwn.r.e,...,.. - i. t HIGH GONTRA5T WHITE ON BLUE BAGK6ROUND 4' 5QUARE ® PARKINC6 5TALL5 BARRIER FREE SYMBOL SCALE: 1 1 1/2 V-0 -'�� nle 7983 Leary Way NE DATE 03/05/04 Dd txWer Redmond, WA 98052 BY JH (425) 881 -7506 Arcb tect5, P. S =09driftmier.com JOB 20312.00 . : f!IIW:S:M±'P,ahlrort, �r. Wnx -..c .... _w....,...............»_ ....... ......� Js.....:...V;M7Y`nn'M.t^�hhµ uxit i� .r.'4r,..+i.7F. 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INTERIOR WINDOW & FRAME SCHEDULE TYPE WIDTH HEIGHT GLASS FRAME I REMARKS QTY, E 9' - 0 " 7' -1.5" SINGLE WD. THROATED FRAMES 3 F 10' - 8 " 7' -1.5" SINGLE WD. THROATED FRAMES 1 G 6' - 0 " 7' -1.5" 51NGLE WD. THROATED FRAMES 8 H 6' - 0 " 7' -1.5" 51NGLE WD. THROATED FRAMES 9 M 1' -8" 7' -7.5" SINGLE WD. THROATED FRAMES 8* N 5' - 9 " 7' -7.5" SINGLE WD. THROATED FRAMES 2* 0 5' - 9 " 7' -7.5" 51NGLE WD. THROATED FRAMES 4* P 6' - 0 " 7' -7.5" SINGLE WD. THROATED FRAMES 1* Q 6' -6" 1 7' -7.5" 51NGLE I WD. ITHROATED FRAMES 1* R 5' -0' 7' -1.5" SINGLE I WD. ITHKOATED FRAMES 8 WINDOW NOTES 1) _...... 2) 3) 4) _.......... _ ............ * : ALL INTER. WINDOWS TO HAVE CLEAR SINGLE PANE GLAZING. __...._......_ _.._._._., ___....___....._._._...._.._.._ . __...._. .._..............._.__.__...... _... f ,GLAZING SHALL BE TEMPERED IN AND ADJACENT TO DOORS AND .WHERE REQ'D BY CODE. FOR WINDOW TYPE ELEVATIONS, :SEE DETAIL 4 r FIELD VERIFY DIMEN510N5 OF FRAMES PRIOR TO FABRICATION. . .. ....._..._....__._..._......... __..........._ _..... _ .... _ _........................._........ ......... ....._.............. _ ..._._.................... 3 :QUANTITIES FOR TYPES M -Q ARE FOR BID ALTERNATE ONLY. !QUANTITY FOR TYPE R 15 FOR 13A5E BID. _.._. . Z F �w aa 1 0 UO U) o cn w J � cl) LL w J u. a CO)D = �w z� 1-- z +- w 25 D0 U O- OH w Ll. O z w U= O z MA 1 t 1 e 1 I i i , t i i '1 O RIGHT HAND RELIGHT 4 O `r GL. DOOR Q GL. m U LEFT HAND RELIGHT .�wy+s`v_. n * nnxrvnA' rtm4mvn�rxS° k% tktNaNBXP. ��h! A�4tK? 5! JN/ �FP€aSR!rtaRiv»A4+Re?mkT�VWINrrtm 1 Ea. 3' - Ea. GL. DOOR GL. GL. GL. O ENTRY RELI6HT5 DOOR GL. � GL. 10' - Ea. 6' -0" Ea. z LL r ' ~ N W w C U U U U. co w J � N IL WO is 5 U- ¢ UD 2 W z Z O W UJ 5 U � O N o�- W 6 Z ll! to z O BOARD ROOM RELI6HT5 6'-O" [Awl 6L DOOR DOOR 6L 0 51DE LIGHT h' -h op Ea. 7 A e. DOOR 9 2 51DE LIC7HT5 5 1 -q k 5 pill g 11 J 5 ' - q " I 8 51DE LIGHT 6' -O" Z, w 2 D 00 Cl) a C0 w W X: J �- N U- UJ U. CO) D CY z I- 0 z H W W, 5 Cl) .0 a E-. LU uj S L U- F- 0 Z C.) C0 O x I o F- z O 2 51DE LIC;HT5 ® BA516 51DE LIGHT © 51DE L16HT m WAN N ,3 t� 1 i 3 i �1 3 f � I I i _J Not The . 7983 Leary flay NE DATE 03/05/04 Mtri der Redmond, WA 98052 BY RNs (425) 881 -7506 Ardh#ecL%P.S. mail@drittmier.com JOB 20312.00 z Z UJ JU u Uo J = Cf) U. WO 9- C �. Z M z� W W f y U� O N; � H W W. U_ IL . -O w Z U O z.' RM liras rap tVwY a�aa M ce Z o 0 a a DOOR FRAME fr ? x W1xim ! W - z �" 3 c7 = to w v �_- a H a a H N LL WCIA SPACE 21 EXECUTIVE DIRECTOR E 3' -O" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 22 ADMIN. DEP. DIP, E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 23 CLAIMS MANAGER E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 24 CLAIM5 ADJUSTOR E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 25 ICLAIM5 ADJUSTOR E 3' -0" 7' -0" 1 -3/4" 5C VAR. WO VAR. 3 26 CLAIM5 ADJUSTOR E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 27 MTG., FUT. CLAIMS ADJ. E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 28 KITCHEN D 3' - 0 " 7 5C VAR. WD VAR. 2, 3, 4 29 STORAGE E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 30 COFFEE E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3,11 31 STORAGE E 6' -0" 7' -0" 1 -3/4" SC VAR. WD VAR. 32 CLOSET E 3' -0" 7' -0" 1 -3/4" SC VAR. WD VAR. 33 EAST ENTRY E 3' -0" 7' -O" 1 -3/4" 5C VAR. WO VAR. 3.4 34 WAITING D 3' -0" 7' -0" 1 -3/4" SC VAR. WD VAR. 2,3 35 CONFERENCE ROOM D 3' -0" 7' -0" 1 -3/4" SC VAR. WO VAR. 2.3 36 MTG., FUT. R. M. REP. E 3' -O" 7'-0" 5C VAR. WD VAR. 3 37 1 K. M. REPRESENTATIVE E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 38 STORAGE ROOM E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 39 R. M. REPRESENTATIVE E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 40 R. M. REPRESENTATIVE E 3' -0" 7'-0" SC VAR. WD VAR. 3 41 R. M. REPRESENTATIVE E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 42 K. M. DEPUTY DIRECTOR E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 43 MEMBER SER. MGR. E 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 3 44 COMPUTER SERVER ROOM E 3' -0" 7' -0" 1 -3/4" SC VAR. WD VAR. 45 WORK ROOM D 3' -0" 7' -0" 1 -3/4" SC IVAR. WD VAR.1 2, 3,4 46 WORK ROOM D 3' -0" 7' -0" 1 -3/4" 5C VAR. WD VAR. 2, 3, 4 47 CONFERENCE ROOM D 3' -0" 7' -0" 1 -3/4" SC VAR. WD VAR. 2.3 48 ELECTRICAL E 3' -0" 7'-0" SC VAR. EX. VAR. 49 COMPUTER E 3' -0" 7' -0" 1 -3/4" 5C VAR. EX. VAR. 50 WOMEN E 3' -0" 7' -0" 1 -3/4" SC VAR. EX. VAR. 3, 4, 5 51 MEN E 3' -0" 7' -0" 1 -3/4" 5C VAR. EX. VAR. 3, 4, 5 52 JANITOR E 1 3' -0" 1 7'-0" , 1-3/4" SC VAR. EX. VAR. DOOR SCHEDULE NONE The 7983 Leary spay NE DATE 03/05/04 DI1 IT118r Redmond, WA 98052 BY RN5 (425) 881 -7506 A[d]!A% P. S manodriftmier.com JOB 20312.00 Z W 00 U) o co w W = F— NW WO LL_ = W H Z� F O Z H W �5 U O� 0 F— WW H� LL O Z W U= O F- Z E °i�»?a�!jl!rtc"5 7�5x k Ni6'M` �f r � .i:m .r .., Yr..., »o.,. >:7: »..,. �. •:.',.,�.''....,..» :.':;e::�.�..:: PM i me A . y y i M DOOR SCHEDULE SCALE: lb NONE 1 tE I'lie 7983 Leary Way NE DATE 03/05/04 Dditmier Redmond, WA 98052 BY RNs (425) 881 -7506 P.S mailodrittmier.com JOB 20312.00 Z ~ W D JU UO Lo o C0 LLJ J H S2 u- w J LL Q cl)� = F- w Z F— HO Z I— W5 U ON o >_ wW F- ti O w co O Z �ilf*` �N '�'1�)';�C3.�;�d(F^^�}4'xS`2"• t. %C`t4�;i(s.ET'^Y. fl�t?fi�. ��+!, 9'{ MrYy���vy :,�.P,GBt;�.�f�1�45f+Wi ,.�� 'w�»,�' :fin«'. ,..,... ". "..- ..w....� w...«.... �.....—.-..-..-. «,...,x...- .,....r.�...�.r,.�.. .. . , . 4... .. °�v ".iyp... �.,�... m Z O P O J �'" DOOR FRAME t� zQQ w N Lu O Z _ a = W 2 W Y = F— Q OC Q = ? LL Q OC Q = ? u. COMMON AREAS - FIRST FLOOR 1 EAST ENTRY -- 3' -0" 7' -0" -- -- -- -- -- 9 2 SOUTH ENTRY A 6' -0" 7' -0" 1 -3/4" ST. ST ST. 5T 6, 8 3 WEST ENTRY -- 6' - O " 7' -0" -- -- -- -- -- 10 4 SUITE 103 C 3' -0" 7' -0" 1 -3/4" S.C. VAR. , WO VAR. , 2,3 5 WCIA C 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD VAR. 2,3 6 SUITE 102 C 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD VAR. 2,3 7 ELEVATOR MECH ANICAL E 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD VAR. 8 BOARD ROOM B 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD VAK.1 2,3 9 MEN'S ADA E 3' -0" 7' -0" 1 -3/4" S.C. VAR. WO VAR.1 3, 4, 5 10 WOMEN'S ADA E 3' -0" 7' -0" 1 -3/4" 5.C. VAR. WD VAR. 3, 4, 5 11 WEST WCIA ENTY E 3' -0" 7' -0" 1 -3/4" S.C. VAR. WO VAR. 11 12 SUITE 102 EXIT E 3' -0" 7' -0" 1 1-3/4" S.C. VAR. WD VAR. 11 COMMON AREAS -SECOND FLOOR 71 SUITE 201 C 22' -0" 14' -0" 2 4 GA S.C. VAR. WD. VAR. 2, 3, 4 72 SUITE 203 C 22' -0" 14' -0" 24 GA 5.C. VAR. WD. VAR. 2, 3, 4 73 SUITE 205 C 22' -0" 14' -0" 2 4 GA. S.C. VAR. WD. VAR. 2, 3, 4 74 ELECTRICAL E 22' -0" 14'-0" GA S.C. VAR.1 WD. VAR. 75 SHOWER ROOM E 22' -0" 14' -0" 1 -3/4" S.C. VAR. WD. VAR. 76 WOMEN E 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD. VAR. 3, 4, 5 77 MEN E 6' -0" 7' -0" 1 -3/4" S.C. VAR. WD. VAR. 3, 4, 5 78 JANITOR E 9' -0" 9'-0" GA 5.C. VAR. WD. VAR. 79 5U ITE 207 C 6' -O" 7' -0" 1 -3/4" S.C. VAR. WD. VAR. 2, 3, 4 80 SUITE 208 C 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD. VAR. 2,,3,'4 81 SUITE 206 C 6' -0" 7' -0" 1 -3/4" S.C. VAR. WD. VAR. 2, 3, 4 82 SUITE 204 C 6' -O" 7' -0" 1 -3/4" S.C. VAR. WD. VAR.1 2, 3, 4 83 SUITE 202 C 3' -0" 7' -0" 1 -3/4" S.C. VAR. WD. VAR.1 2, 3, 4 ANN IVA CAM DOOR SCHEDULE NOTES S NOW E6 T 7983 Leary Way NE DATE 03/05/04 Dedinier Redmond, WA 98052 BY RNS (425) 881-7506 ArdAtects P s. mail@driftmier.com JOB 20312.00 DOOR NOTES 1) FOR DOOR TYPE ELEV5., ABBREVIATIONS, AND OWING, SEE PET: (2) . ?),ALL GLA55 IN INTERIOR DOORS TO BE TEMPERED GLA55 LITE5. 3) DOORS KEQ'P TO BE BARRIER FREE SHALL HAVE LEVER HANDLED LATCH SETS. 4) CLOSER REQ MEET BARRIER FREE OPERATION FORCE REQUIREMENTS. 5) MAX. THRESHOLD TRANSITION TO 13E 1/2" VERT. W/51-OPING FACE, OR 1/4" MAX. TYPICAL AT ALL DOORS. .. ......... - ----- ......... .. 11 . . ... ..... ... ... 6) ALL NEW EXTERIOR DOORS SHALL 13E ALUMINUM, FACTORY F INISHED AND HAVE INSULATED, ........... .................. ... .... . .... .ALUMINUM FRAMES. GLAZING SHALL BE DOUBLE 013L. PANE PER MFR. TO MEET ENERGY REQUIREMENTS. 7) PANIC HARDWARE. BARRIER FREE PU5H/PULL HARDWARE, NO LATCH SET. CARD ENTRY SYSTEM INSTALLED.;' ... ............. ...... ..... ..... .......... . .. ... 9) . RELOCATED EXTERIOR POOP, WITH NEW CARD ENTRY 5Y9TEM INSTALLED. 10) EXISTING EXTERIOR DOOR WITH NEW CARD ENTRY SYSTEM INSTALLED. 11) INSTALL CAPPED ENTRY SYSTEM. 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O wz U= O z PAIR SOLID GORE WOOD DOORS O SOLID GORE WOOD DOOR ESL. \ GL. / Q r O Q f() 0 N O cv 0 Q "r- ABBREVIATIONS AL - ALUMINUM SG - SOLID GORE WOOD SL - SLIDING DOOR a O (V dJ Q X 6 ' -0" HM - HOLLOW METAL WD - WOOD FF - FACTORY FINISH 3 3 NOTE: SEE 5 b 6 FOR DOOR DETAILS z ~ W er 2 D U O N C3 W Z N tL W O J � =w Wo 2� D U O - o >- WW H� U. O wz U= O z PAIR SOLID GORE WOOD DOORS O SOLID GORE WOOD DOOR 4 Iwo t s 4.. ' MUM i i i i f THROATED HOOD VENEER DOOR JAMB WOOD VENEER DOOR FINI5HED FLOOR (TRAN5ITION I I UNDER DOOR) O DOOR SILL � INTERIOR WOOD DOOR � . ;:-.< C..:%i;,:oal.t t'�_ i'.sy,+++�,r..- t7un4:�: �'a ^„ .i!d,�3?.:�1 .. . �ti. 3adau: dti� .ia'�Si:.iu»- rsw»..s:�,:�c'^' •.xm.n.+vx . n �+:s. _ GWB, TYP. BOTH 51DE5 I/4" 5W THROAT FRAME II/ 01 H. THROATED HOOD VENEER DOOR HEAD, 5/8 TYP. BOTH 511^"" THROATf FRAME WOOD VI DOOR 5 1/4" 5HItl a NOTES: I. CONDITION SHOWN 15 A TYPIGAL FRAMED WALL. 2. FRAME5 TO BE FIN15HED WITH STAIN d GLEAR FIN15H. 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CEILING NTS B2 - _7] {. ,,�,�, (425) 881 -7506 Ardile %P.S. manodririmier.com JOB 20312.00 a ®m �r� _Illy • GOMPRE55ION 5TRUT5 5EE DETAIL e 7 ®6A. HANGER WIRE 4' -0" O.G. EA. WAY (MAX) 3 FULL TURN5 EA. END 5ADDLE TIE W/ 2 5TRAND5 18 6A. WIRE 5E15MIG TIE WIRE5 PER NOTES 5/8" 6WB Me 7983 Leary Way NE DATE 03/05/04 Driftm Redmond, WA 98052 BY PRR Z i ~ w f 2 W ..i U 00 N W = H �W W O LL ¢. CO Dry�y V �W ' z F- H O Z F— W U� ON O F- W W 11J Z U= O Z rr. rrn i J 4 .) ° "1 3 �1 S 1 1A { . _i i .�J 4 f SEISMIC COMP. STRUT �i '� . �..,.; �, t.•,:. C.:':. 1�, �, a` iyr�i? i.: F;ix.i,.•�,l'.ii�:f..ii.'�w.k: �a'J1 }t.'t�1:��}r�c.�f a?:2�6;de"•,.,4f� ° r`U�is;!! {tlgia4u.�.':s _ : A'; i�; b'. ':�J•,a;,:.:vfwa•w..�:u:.,..,.: . w ANCHOR TO 5TRUGTURE AEk ATTACH GOMPRE5510N 51R TO MAIN RUNNER W/ 2 5GREJ U5E MAIN RUNNER IF VERTICAL 015TANGE FROM CEILING 5Y5TEM T0130TTOM OF STRUCTURE 15 LE% THAN 3' -0'. U5E I'xl' 5TL. TUBE OR I" PIA. CONDUIT IF VERTICAL 015TMGE 15 OVER Y—O'. T —BAR OR GYP. BD. CEILING 5Y5TEM NOTE* ATTACH STRUT TO MAIN R MNER5 AND TO STRUCTURE ® 12' O.G. EACH WAY. GOMPRE%ION STRUT SHALL NOT REPLACE HANGER WIRE. Z W J 10 U 0 Lu H NU. w 0 G u. Q U) _. d W. 1 . zO uJ a U co) 0 H W W �6Z iii U to 0 ~' Z si PAR mi I 1 1/2 CRS- RUNNER CHANNEL @ 48 O.G. TYP. HANGER WIRE SECURED TO STRUCTURE ABOVE SADDLE TIE — MIN. 2 STRANDS OF 15 &A. WIRE '1/8" X 20 &A. HAT CHANNEL @ 16" O.C. 5/811 TYPE li GYPSUM BOARD bt;Alati: CEIL. TO WALL DETAIL I a a = 11 tor A MTL. BLOCKING 0 01-6. LINE 5/8" TYPE "X" (5YFIS(M BOARD EXTRUDED METAL TRIM ( X 5/8 REVEAL), PAINT TO MATCH CEILING FINISH iL I� ACOUSTICAL CEILING TILE 5 1/2 METAL STUD @ 16" O.C. SOUND ATTENUATING — INSULATION, WHERE OCCURS z ui cr- 00 co) a cl) w uJ cl) u- U J 0 2� 9-1 LL < c/) :3 W z 0 �— LLI LLj 5 cf) 0 LL cl uj w ti O X z c/) m O z Lu u- tu FL TYP. HANGER WIRE SECURED TO STRUCTURE ABOVE SADDLE TIE — MIN. 2 STRANDS OF 15 &A. WIRE '1/8" X 20 &A. HAT CHANNEL @ 16" O.C. 5/811 TYPE li GYPSUM BOARD bt;Alati: CEIL. TO WALL DETAIL I a a = 11 tor A MTL. BLOCKING 0 01-6. LINE 5/8" TYPE "X" (5YFIS(M BOARD EXTRUDED METAL TRIM ( X 5/8 REVEAL), PAINT TO MATCH CEILING FINISH iL I� ACOUSTICAL CEILING TILE 5 1/2 METAL STUD @ 16" O.C. SOUND ATTENUATING — INSULATION, WHERE OCCURS z ui cr- 00 co) a cl) w uJ cl) u- U J 0 2� 9-1 LL < c/) :3 W z 0 �— LLI LLj 5 cf) 0 LL cl uj w ti O X z c/) m O z PAR two IIRE5 N6 NOTES) WRE FLUSH-MOUNTED SPOT L16HT (S I M .) HANGER WIRES ATTAGHED TO FIXTURE 4 ANGHORED TO 5TRUGTURE ,—LIGHT FIXTURE — GYPSUM BOARD CEILING OR AGOUSTIGAL GEILIN6, WHERE OGCUR!5 LIOHT FIXTURE LIGHT TIE DETAIL Me 7983 Leary Way NE DATE 03/05/04 DrifbiAer Redmond, WA 98052 BY PRR (425) 881-7506 - Ardhite&% P a majl@driftmier.com JOB 20312.00 z W W 7 D 0 0, Cj) 0 V) w C0 LL 0 : J. LL CO) D W 3: z P z 0 �_ W W: 5: C0 0— O W W I— — u- 8 iL z W z AGOU5TIGAL GEILIN(5 WHERE OGOUR5 AN Ov I. PROVIDE 12 6A. (MIN) HANGER HIRES @ 4' -0" O.G. ALONG MAIN RUNNERS. 2. PROVIDE 12 6A. HANGER HIRES AT THE ENDS OF ALL MAIN AND GRO55 RUNNERS WITHIN 5" FROM THE SUPPORT AT THE PERIMETER OF THE CEILING AREA. HIRES SHALL NOT HANG MORE THAN I IN 6 OUT OF PLUMB. z Fes.. 3. HIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR Z EQUIPMENT. PROVIDE TRAPEZE OR OTHERS SUPPLEMENTARY SUPPORT MEMBERS AT �_- 0135TRUGTION5 TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, 5TRUT5 w OR BRACES AS REQUIRED AT ALL GEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. u D "' 0 0 4. GEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. cn o GEILING GRID MEMBERS SHOULD BE AT LEAST 1/4" FREE OF OTHER HALLS. J = 5, AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR GRO55 RUNNERS ARE NOT 52 0 w " CONNECTED TO THE ADJACENT HALL, PROVIDE INTERCONNECTIONS BETHEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. WHERE THE t PERPENDICULAR D15TANGE FROM THE HALL TO THE FIRST PARALLEL RUNNER 15 12" u Q OR LESS, TH15 I NTERLOCK 15 NOT REQUIRED. N n ' _ cy 6. PROVIDE SETS OF FOUR 12 6A. SPLAYED BRAGIN6 WIRES ORIENTED q0 DEGREES z H FROM EACH OTHER AT & FEET BY 12 FEET ON CENTER. PROVIDE BRAGIN6 HIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPAGIN6 FROM EACH PERIMETER. THE SLOPE 0 z OF THESE HIRES SHALL NOT EXCEED 45 DE6REE5 FROM THE PLANE OF THE GEILING . w AND SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE HIRE o AL16N5 AS CLOSELY AS P0551BLE HITH THE DIRECTION OF THE FORGES AGTINC7 ON N THE HIRE. 0 E- w -, �. SEPARATE ALL GEILING HANGING AND BRAGIN6 WIRES AT LEAST 6 INCHES FROM ALL w UNBRAGED DUCTS, PIPES, CONDUIT, ETC. u- 0 8. FLUSH OR RECESSED CEILING LIGHT FIXTURES OR AIR TERMINALS OR SERVICES z U NEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF H = ~ A HEAVY DUTY SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 6A. z SLACK SAFETY HIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. q. ALL FLUSH OR RECESSED GEILING LIGHT FIXTURES OR AIR TERMINALS OR SERVICES NEIGHING MORE THAN 56 POUNDS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 6A. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE RE6ARDLE55 OF THE TYPE OF GEILIN6 GRID SYSTEM USED. THE HIRES AND THEIR ATTACHMENTS MUST BE CAPABLE OF 5UPPORTIN6 4 TIMES THE WEIGHT OF THE UNIT. 10. SUPPORT 5URFAGE- MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHIGH SURROUND THE GEILIN6 RUNNER AND WHIGH ARE EACH SUPPORTED FROM THE STRUCTURE BY A 12 6A. WIRE. 5PRIN6 CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. SUSPENDED CLG, NOTES The 7983 Leary Way NE DATE 03/05/04 DrifbiAer Redmond, WA 98052 BY PRR (425) 881 -7506 ArdAecb PS. mau@drifWer,com JOB 20312.00 .:l t 1 S �I O Oj CEILIN 11 ATTACH TO STRUCT. W/ POWER DRIVEN OR EXPANSION TYPE ANCHORS TWO 12 6A. WIRES @ 8' O.G. OR TO RE515T 5 P5F TRANSVERSE LOAD. ATTACH WITH HAND WRAPPED TIGHT LOOPS. ATTACH TO MAIN RUNNER OR PERPENDICULAR TO PARTITION MAX PARTITION HT - 10' - 0 MAX PARTITION WT - 15 LBS P5F ATTAGH TO STRUCTURE AND TO PARTITION K/TWO #8 SGREWS. ENE RIGID BRACE o 8' O.G. �)R TO RE515T 5 PSF TRANSVERSE -OAD. ALTERNATE SIDES. BRACES SHALL BE DOUBLE BACK TO BACK OR NESTED AS REQUIRED FOR PLENUM HEIGHT TO 10'. BRACES NOT REQUIRED WITHIN 8' OF INTERSEGTING PARTITIONS. 1ATERIAL FOR PLENUM HEIGHT UP 0 5' -0 " : 1 -1/2" X 16 6A. , OLD ROLLED CHANNEL OR 7/8" HAT CHANNEL OR 1 -5/8" X 25 6A. OR GREATER G STUD. PARTITION BRACING I II = V - . 11 ao ` IR 7983 Leary Way NE DATE 03/05/04 Driftmier Redmond, WA 98052 BY PRR (425) 881 -7506 P. S, mailidrittmier.com JOB 20312.00 ' min m,w .wiy.t�.M:sttn�,y.. car :[7+5u.; ^*myt3yryt�3r^TtcT^.wl' fay ;`t�rSi'tiir:'4;t9r:•�{'�'+'}i7 z w � J0 UO W= J � cl) LL wo }} �J LL ¢ m =) = �w z H ZO W w U O �. OH w u' O LLI z U= O z Rw i 4 1 x I c +M 7 1 i �+ I + I I + I FLUORE50ENT LIGHT FIXTURE 2 1/2" STEEL STUD V41114" PLHD O 1/2" VENEER PLHD H/ EDGE ` BAND a TOP 6" CHANNEL 1 1/2" X 3/4" HD TRIM 2 1/2 X 2 1/2" X (8 GA. MTL ANGLE ® CORNER) LOBBY CEILING DETAIL _ 11-0"r nr 7983 Leary Way NE DATE 03/05/04 Drif vier Redmond, WA 98052 BY PRR / KL (425) 881 -7506 ArchlectS, P. a mailedriftmier.com JOB 20312.00 pntK^N1!.'!9� �A' Y! i" s\ N� �b j' x�iP�j�' TRY5�A� ��. eGiYYs '�$�S�Y� 'W�1Naf� 5U5PEND AND BRACE PER 5TRUGTURAL. 2 ' - 4 " 3 5/8" STEEL 5TUD5 --\ 3 5/8" STEEL STUD GL I PRA I L HOOD SLAT CEILING SYSTEM H/ FELT BACKER GHB HD EDGE TRIM 6" 5U5PEN51ON MTL. TRIM GHB LIGHT FIXTURE O A.G.T. --7 + + MTL ANGLE --/ I 518" (5HB 1' -0" 1 1' - 5 " Z N w {� C^^ J 00 cl) 0 co w J � NLL w �-j u. Q c �. _ d �w Z H H O w ~ w U0. O N W H F- — 0 U =; O Z i 2nd FLR LOBBY CEILING DTL „ a do. q I nle 7983 Leary Way NE DATE 03/05/04 Dfiftinier Redmond, WA 98052 BY PRR (425) 881-7506 - Ardlects, P.S. maff6driftmier.com I JOB 20312.00 EX15T. HALL FRAMING OR NEW 3 5/8” STEEL UP TO 5TRUGTURE r7NB GLIPRAIL WOOD VO EDGE SLAT GEILIN(5 5Y5TEM, TRIM rPql FELT BACKER 001�lffl FLUORE5GENT LIGHT FIX F IXTURE =,x 2 1/2" STEEL STUD O A.C.T. 1/2" VENEER PLNV Vq/ EDGE MTL ANGLE ---------- BAND a TOP 5/5" G.W.B. CHANNEL I I/ V 3/ 4 " lAirn TR 2 1/2" X 2 1/2" X I& 6A. MTL ANGLE HALL a 51H LOCATION Z I �-: J— Z LLJ 2 D 00 . cl) a cf) w W cl) LL 0 u a cl) cy W Z I- 0 Z h— W W 2 5 D 0 0 co, 0 off W ui F - L ): F- IL —0� z UN 0 Z CARPET (MATCH TILE ELEV) PAD FLU5H TRANSITION TILE �--MTL EDGE 5TRIP5 - VERIFY 5MFLOOR MATERIAL 4 FIN15H FLR. LEVELER - FEATHER OUT FOR GRADUAL TRANSITION. CARPET TO TILE FLOOR TRANSITION DTL I bUALB: V 10 1 FULL SIZE L The 7983 Leary Way NE DATE 03/05/04 Dfiftii-Aer Redmond, WA 98052 BY PRR (425) 881-7506 - Awhitms Pa maileaAftmier.com JOB 20312.00 Z Z w 2 D 00 U) a cl) w uj LL W u- LU Z �- 0 z �- W LLJ 2 5 D 0 () co 0— a � WW L) LL iii Z U) 0 Z Wj'%l IN LM I I w v 11 1 L. ;i ALT TENANT ENTRY nie 7983 Leary Way NE DATE 03/05/04 Nftii-Aer Redmond, WA 98052 BY RN5 (425) 881-7506 - Ardlect% R a maflodriftmier.com JOB 20312.00 MmIt DRAFT5TOP PER HALL TYPE A EX15TIN6 13RAGIN6 EX15TIN6 WALL REGE55ED 1-161-IT FIXTURE 5U5PENI?El? A.G.T—. FLUORESCENT L16HT FI XTURE HOOD TRIM PAINTED 6.N.B. OPEN REVEAL HOOD SOFFIT FIN15H NI FIBERFELT 5PAGER METAL STUD FRAMING GLIPRAIL @ 2'O.G. THROATED DOOR JAMB 50LID GORE DOOR z .� z w D 10 00 wo cl) w W:c J I— S2 u- w 0 2 � 9 5 u- < co D. c% uj z 0 z �- uj UJ 2 -5 D a o w ux 3: u- 0 --z w cl) 0 7 P 0 z MW ittp . NOTES: 1) PROVIDE NEW RAILS IN BOTH EXISTING STAIRS. 2) GENTER RAIL SHALL BE GONTINUOIJ5 AT STAIR BENDS. :=I RAIL ON ONE SID t:= EA CH Z?-,k OF L/ 1 1/1 t FLIGHT SHALL HAVE EXTEN51ON5 SHOW .11 TREAD V41 WALL t 4 1 1/2 STEEL PTD. MTL. GOVER GAP. WHERE EXPOSED EXISTI� STAIRS 11" MIN. 1/2" TO I" BAGK5LOPE EPDXY ANCHOR OR LAG 5OGT TO FLOOR wre"I � ' , ' � STAIR HANDRAIL A The 7983 Leary Way NE DATE 03/05/04 DdftirAer Redmond, WA 98052 BY (425) 881-7506 - ArdblecLs; P.S. maNdflftmier.com JOB 20312.00 w. i4Z z Z w �U 00 CO a co w W:c 1-3 1-- CO LL 0, LL cl) cy W z 0 z I— LU L 5 co 0— 0 H— W W. tui U. 0 z cl) O j RETURN TOWARD THE WALL POST MOUNT WHERE NO WALL tl < ti li Q PTD. MTL. GOVER GAP. WHERE EXPOSED EXISTI� STAIRS 11" MIN. 1/2" TO I" BAGK5LOPE EPDXY ANCHOR OR LAG 5OGT TO FLOOR wre"I � ' , ' � STAIR HANDRAIL A The 7983 Leary Way NE DATE 03/05/04 DdftirAer Redmond, WA 98052 BY (425) 881-7506 - ArdblecLs; P.S. maNdflftmier.com JOB 20312.00 w. i4Z z Z w �U 00 CO a co w W:c 1-3 1-- CO LL 0, LL cl) cy W z 0 z I— LU L 5 co 0— 0 H— W W. tui U. 0 z cl) O a t ww s ! I.M s r� ti t f I ' I i 'LA5TIG _AMINATE FAGE5 METAL BLOGKINCG X4 WOOD BLOGKINCG 70P 4 BOTTOM imm 4 HOLES 5PACED 32mm O.G. (1 1/4 ") FOR iHELF GLIP5 (TYP) 3/4 ADJU5TABLE MELF (MELAMINE - IN15H) SHELF GLIP5 1 4" PREFIN15HED JARDBOARD BACKING IGHT VALANCE WHERE INDICATED) 511 v Qz m� O SIDE ELEVATION UPPER CABINET VIEW, SECTION s V-0* 11 I* = I -0 8 Mie 7983 Leary Way NE DATE 03/05/04 Miller Redmond, WA 98052 BY RN5 (425) 881 -7506 AI'dllect%P.S. mall @driitmier.com JOB 20312.00 ari 111 SECTION Z W C UO CO 0 w= J H N O w� LLQ = �w z M f- z 0 W Uj3 oF- wW ui Z co) O ~. Z 9 i w { 3 1 1 i r� j t S wwq i 1 ' i i f 1 i i { M Q o� z m� SEE ELEVATIONS TYPES A 4 B FRONT ELEVATIONS UPPER CABINET ELEVATIONS scALE: 3 0 = 11—ON t Ilk 7983 Leary Way NE DATE 03/05/04 Driffimier Redmond, WA 98052 BY M (425) 881 -7506 A1d11e.5 P.a mailodrittmier.com 1 JOB 20312.00 a i... 2f4 .G., ...1.vba« :.'Rl».�u:.a�;�j�:5 -S i { }� �'�7.� `o'f�)Q�, � `r�"Y.tki � f /i7F1�,•, r.S��'' ..NLw' ��:�,ftirt.t rlir �:e r,+,.vs.. w u.4,.vzu TYPE G Z Z �W U co 0 J = LL W 0 u. cf)a = W H = Z L I- 0 Z t-. W Dp 0 N. 0 i_- W H L - 0 ill Z U= O Z ------------------- I II I II i II I II I I I II I II I ------- - - - - -- I I I I I \\ I I I II I II II ; , : : ------------------ ��-------- I I ---- - - - - - I II I II II I I I I II I \ II I II I II I I I I I I II I I _ I EQ. 1 1/2" 1 1/2" EQ. 3' -0" (TYPE A) OR 3' -4" (TYPE B) SEE ELEVATIONS TYPES A 4 B FRONT ELEVATIONS UPPER CABINET ELEVATIONS scALE: 3 0 = 11—ON t Ilk 7983 Leary Way NE DATE 03/05/04 Driffimier Redmond, WA 98052 BY M (425) 881 -7506 A1d11e.5 P.a mailodrittmier.com 1 JOB 20312.00 a i... 2f4 .G., ...1.vba« :.'Rl».�u:.a�;�j�:5 -S i { }� �'�7.� `o'f�)Q�, � `r�"Y.tki � f /i7F1�,•, r.S��'' ..NLw' ��:�,ftirt.t rlir �:e r,+,.vs.. w u.4,.vzu TYPE G Z Z �W U co 0 J = LL W 0 u. cf)a = W H = Z L I- 0 Z t-. W Dp 0 N. 0 i_- W H L - 0 ill Z U= O Z 1 9 11A d 1 r t t J ..a 1 f �7 r N�� , z LOWER CABINET, TYP. IscIAr.90 e The 7983 Leary flay NE DATE 03/05/04 Driftmier Redmond, WA 98052 BY DRS �.,.,,{.,, (425) 881 -7506 Ar hfte1� P.S. meiledriftmier.com JOB 20312.00 iii -., .:. g:. kif:' �:: u; 4wki< v�wk :�F'o�4¢f?P�t,�a'r�7�`� "�.t�i� •�� �.` v � lit �t�#�lte ' �'';JI�+*f�r "4a..c t.�.rao:w, .+nr, f')1 ALA ~j 1.1— ►1/x/'1 ►Ir TYPE A TYPE G O O FRONT ELEVATIONS TYPES A, B & G NOTE: P. LAM TOPS ARE ONE GOLOR AND FAGE5 ARE A DIFFERENT DOLOR, A5 5ELEGTED BY ARGNITEGT. z i w UO cl) J = VJ U w Ua cl) V s W ' z� Zo W UJ � o U O- D I- w H� UO w O� z MAN � I i x 4 � i I i , P.LAM T d 5PLA5H WD OR PLAM NOSING PLA5TIG LAMINATE 111011 METAL BLOGKINCG z �u � W D UO N 0 w= J H. N U. w J L cf) F-w z z0 w U� o E- w u. O ..z w v= O F- z ADJUSTABLE 5HELVE5, MELAMINE EIN15H (TYP) 1/4" PREPIN15HED HARDBOARD BAGKIN6 3" REGE55 21 -011 n GLIP ANGLE W/ ANCHOR BOLT TYPE5 A 4 B LOWER CABINETS, SECTION , e The 7983 Leary Way NE DATE 03/05/04 Driftnuer Redmond, WA 98052 BY DR5 (425) 881 -7506 ArC Aect% P. a mailedriftmier.com JOB 20312.00 .MSn {4bl:.�J.'MR7 � I�„^, f •. �b � 1 , °.. '' .n •^ •,� 4. ` V1.1 � �C1�"�$F' "41:rv; - UJ�w l. a.�, 7 � wn ..y i 7 ,a 1 I 1 � 3 - t (q) SECTION TYPE G sc LOWER CABINETS, SECTIONS 11ALE� 8 nle 7983 Leary Way NE DATE 03/05/04 Drif Waier Redmond, WA 98052 BY DR5 (425) 881 -7506 ArchledS, P.S mail@driltmier.com JOB 20312.00 Z �Z �w �U UO ND J = H N LL WO U. N� = a �W Z z� w w U� O N• 0H w W U — O .. Z W U= O F- Z r, �5•Z•' .M'le, a Jd WG:u. +rN+.�+mv »•..»:+ .c+iNwr�FSi'''j':� { ^ i • ..i`.rr:r Y ...W.M:uifo�a:a<a- .. in..�:.iu:ywat�m:YJ ' ....Li' Y M _ ___— — _ r....w:+.rr +.�... A W �. NO wN SA O vo n P.LAM TOP ON MOF BOARD 4' PV N05IN(5, 5T I TYP. — I-Y2" PV N05INO, 5T TI(P. 4" 6ROMMET5 O P.LAM NOSING, P.LAM ON MOF PANELS PROVIDE RAGEKAY FOR POWER PHONE 4 DATA, GOORD. N/ ELECT. MTL. OR NO. FRAMING, ACHOR BOLT ATTACH TO FLOOR i 5 11 NOTE: P.LAM ON MOF FOR %PPORT5 AT EN05 (NOT 5HOM) NOTE: P. LAM TOP5 ARE ONE COLOR AND FAGE5 ARE A DIFFERENT COLOR, A5 5ELECTED BY ARCHITECT. M - 7 SECTION AT RECEPTION SCMZ: I N 11-ON w Ille 7983 Leary Way NE DATE 05/05/04 DriffirAer Redmond, WA 98052 BY DR5 (425) 881-7506 - Archbrts, P. s. maneddftler.com JOB 20312.00 Z Z ui 2 5 0. 0 0 cl) 0 cl) w w cl) LL w 0 L ? W, z 0 z �– W W 5 co O— a � ww I-- U- 0 z W flo 0 Z P= i 6 law -4 WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS A. GENERAL 1. PER 101.3.2.1 OF THE WA5HINGTON STATE ENERGY CODE "ADDITIONS TO EXISTING BUILDINGS OR 5TURCTUKE5 MAY BE MADE TO SUCH 13UILDIN5 OR STRUCTURES WITHOUT MAKING THE ENTIRE BUILDING OR STRUCTURE COMPLY, PROVIDED THAT THE NEW ADITION5 SHALL CONFORM TO THE PROVISIONS OF THIS CODE. PROVIDE IN5UL. & UPGRADES AS KEQD. 2. ELECTRICAL RESISTANCE HEAT IS NOT ALLOWED ON TH15 PROJECT. A.1 INSULATION 1. THE 1UILDING 15 EXISTING. CONTRACTOR SHALL MEET THE ENERGY CODES APPLICABLE TO ADDITION. FILL ALL EXTERIOR WALL CAVITIES W /FULL DEPTH INSUL. AND VAPOR BARRIER WHERE EXP05ED DURING CONSTR. 2. THE EXISTING CONCRETE ON -GRADE FLOOR SLAB HAS NO INSULATION UNDER IT OK ATTHE PERIMETER. PROVIDE K -10 RIGID IN5UL. AT EDGE OF —. NEW 5LA6. f i i i i r ENERGY NOTES , ` ie 7983 Leary Way NE DATE 03/05/04 Ddf n-Aer Redmond, WA 98052 BY KL (425) 881 -7506 AI digeCtS„ P. S mall @drifkmier.com 1 JOB 20312.00 ex s nwm�s� x^�sr �v gz?rn2 sus zh`_M s!f �'g § sff 8r i 7rn� A.2 GLAZING. 1. EXISTING WINDOWS ARE WOOD WITH INSULATED GLAZING PANELS. REPLACEMENTS SHALL USE IN5UL. GLA55 OF SAME OVERALL THICKNESS. 2. NEW GLAZED DOORS AND WINDOWS WILL HAVE A MAXIMUM U- FACTOR OF 0150 NEW SKYLIGHTS WILL HAVE A MAXIMUM U- FACTOR OF 1.25. A.3 MOISTURE CONTROL. 1. PROVIDE NEW VAPOR BARRIER IN THE EXISTING CONSTRUCTION WHEN EXPO5ED DURING CONSTRUCTION. z Z �w QQ JU 00 �w w 2 QQ LLj = w i— _ zx �O w 25 U ON o�- w ti O .. Z UN F= _ O Z ENERGY NOTES NONE!::Llbj The 7983 Leary Way NE DATE 03/05/04 Driftmier Redmond, WA 98052 BY RNs / KL (425) 881 -7506 A dlecLc, P.S. malladriftmier.com JOB 20312.00 z �~ W UO CO O W= J H NW WO �Q W z 2 H WO U� O F— W W LL O' ui z U= O z WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS B. BUILDING ENVELOPE COMPONENTS - TARGET UA ` i 13.1 NEW EXTERIOR WALL SYSTEM 1. 2XG WOOD STUDS WITH R -11 GATT IN5UL. PROVIDE VAPOR RETARDER ON WARM SIDE. 13.2 NEW ROOF SYSTEM 1. PROVIDE R21 GATT INSULATION IN THE ELEVATOR SHAFT ROOF. PROVIDE VAPOR RETARDER ON WARM SIDE. NO VENTILATION KEQD. s 6.3 NEW 5LA13 ON GRADE 1. R -10 RIGID INSULATION AROUND 5LA15 PERIMETER. { 8.4 GLAZING OF HEATED ENVELOPE i 1. GLAZING PERCENTAGE 15 38% AND THE MAXIMUM U- FACTOR FOR VERTICAL ._. GLAZING 15 0.50 AND THE MAXIMUM U- FACTOR FOR OVERHEAD GLAZING 15 1.25. MAXIMUM 51-10C 15 0.45. i 2. WINDOW GLAZING IS CLEAR DOUBLE PANED LOW -E GLASS (OR AS NEEDED _f TO MEET'U' AND'5HGC� WITH A V TOTAL THICKNESS. GLAZING IN DOORS 15 i. CLEAR DOUBLE PANED TEMPERED GLASS. 13.5 VAPOR RETARDERS ` 1. PROVIDE VAPOR RETARDERS ON ALL EXTERIOR ENVELOPE COMPONENTS AND 5EAL ALL JOINTS. INSTALL VAPOR RETARDERS ON THE WARM SIDE OF IN5UL. J i (WINTER CONDITION). ENERGY NOTES NONE!::Llbj The 7983 Leary Way NE DATE 03/05/04 Driftmier Redmond, WA 98052 BY RNs / KL (425) 881 -7506 A dlecLc, P.S. malladriftmier.com JOB 20312.00 z �~ W UO CO O W= J H NW WO �Q W z 2 H WO U� O F— W W LL O' ui z U= O z "M u I. ALL ELECTRICAL WORK IS UNDER SEPARATE PERMIT AND 15 TO BE BIDDER DE516NED. NORK SHALL COMPLY WITH ALL APPLICABLE CODES INGLUDIN6 BUT NOT LIMITED TO WASHINGTON STATE ELECTRICAL CODE AND THE WASHINGTON STATE ENERGY GODE, AND ALL CODES AND REQUIREMENT5 ADOPTED BY THE GITY OF TUKNILA. BIDDER TO J OBTAIN AND PAY FOR PERMITS. — 2. ALL WORK, WHILE BIDDER DESIGNED, MUST ADHERE TO ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS INGLUDIN6 THE TECHNICAL 5PEGIFICATION5, AND THE SITE 1 ELECTRICAL DRAWINGS. `? 3. WIRING METHODS MAYBE AS PERMITTED BY "CODE" AND INSTALLED PER "NED" t INSTALLATION STANDARDS. i s _., 4. ALL COORDINATE OUTLETS, PHONE AND DATA JACKS LOCATED NEAR GA5ENORK OR FURNITURE. LOCATE WITHIN CABINETS ABOVE GOUNTERTOP OR UNDER COUNTERS AT „ 1 KNEE SPACES AS DIRECTED BY ARCHITECT. ALL OTHERS SHALL BE 18" ABOVE FINISH s FLOOR UNLESS NOTED OTHERWISE. 5. ALL ELECTRICAL AND LIGHTING DESIGN SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. i 1. i i 6. ALL DEVICES TO BE SPECIFICATION GRADE. ELECTRICAL NOTES SCAIZ: 2 I NONE , `die 7983 Leary Way NE DATE 03/05/04 Driftmier Redmond, WA 98052 BY KL (425) 881 -7506 Ard1ftectS, P.3. mail@driftmier.com I JOB 20312.00 Z SZ w u� D UO t o C3 J k AA . VJ u.. w u.Q c#)d �w ' z:c I— O w M� Do U ON 0H LU =U u- �. Z U= OH Z E ►o Z M C0 :v ADMINIST CENTER REMODEL cn � cG TUKWILA, WA CJ� p w LIGHT FIXTURE SCHEDULE - -- __._..._.... _...-. ........ ........:......_....__....... . .... _..- _.. ... ... ...... _.. - .._..._...._._.. .... _. ... .... ... ... ...... _._..._. 0 Type Location & Type 4b Catalogue Number V. Lamp Notes Qty. Alt Qty. Total Alt Total R mi ti Watts E5 Monument 5i n Excel-ine GF3- H- 70LXL -B9W -PCB -2 120 Wall mtd. up light 0 2 rn F1 Officea, etc. Lightolier VPA2G29PK23212050 120 C1J 1— O 50 N � o [216] [216] WASHINGTON CITIES INSURANCE AGENCY ? ADMINIST CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE - -- __._..._.... _...-. ........ ........:......_....__....... . .... _..- _.. ... ... ...... _.. - .._..._...._._.. .... _. ... .... ... ... ...... _._..._. _._...__.._ ......_.- _.._.__...__......_... _........_ _.....__.._ _......._ .. Type Location & Type Manuf. Catalogue Number V. Lamp Notes Qty. Alt Qty. Total Alt Total Watts Watts E5 Monument 5i n Excel-ine GF3- H- 70LXL -B9W -PCB -2 120 Wall mtd. up light 0 2 F1 Officea, etc. Lightolier VPA2G29PK23212050 120 (2) 32W T8 General 2 -lamp 50 50 Parabolic, Drywall kit [216] [216] where read. Qty in [] for N.I.C. tenant opacee F2 WCIA Offices, Lightolier CF52PGW323______- 120 (2) 32W T8 General 3 -lamp 89 89 etc. CF52GPW232______ Parabolic, Drywall kit where re 'd. F3 Toilet Walla Lightolier FT57145 120 (1) 32W T8 Wall wash fixture, eet of 14 14 3 fixtures - 12 ft. long. F4 Toilete & Lightolier VPS8G10MR732 -_ –__ 120 (1) 32W T8 W wide parabolic down 18 18 Rccorda li ht F5 General Wall Lightolier PS- W1- 4 - ? - ?- COLOR? 120 (1) 32W T8 Linear up -light with 20 12 Mtd. perf. Screen F6 Toilet Kooms Lightolier CWBX217 - -V- ballaet 120 (2) 17W T8 2 2 F7 Strip Light Lightolier 5N451321-IPF -volt -ball- 120 (1) 32W TS Strip light for cove and 25 33 NA5YC40 C5P indirect lighting wl oo metrical reflector F8 Utility Strip Lightolier 5W45232HPF- volt -ball 120 (2) 32W T8 2 -lamp utility strip 10 10 Li ht fixture F9 Under Cabinet Lightolier TCU40W 120 50 BPR 120 1) 32W T8 16 16 F10 Surface Fixture Lightolier J54A232 120 50 120 2 32W T8 120 X1 Exit Sign & Lightolier LT- N -U -G -W 120 White housing and green Light: stencil X2 Emergency light Lightolier E2 2 SOL H12 W 120 White housing X3 f Z y '- NOTICE: IF THE DOCUMENT IN THIS M OF THE DOCUMENT. CLEAR THIS NOTICE IT IS DUE TO THE QUALIT N10 -9. M mn X M CJ) WASHINGTON CITIES INSURANCE AGENCY . . ..... ........ ADMINISTRATION CENTER REMODEL CO CAJ Type Location &Type Manuf. Catalogue Number V. Lamp Notes Qty. Alt Qty. Total C.A tz tz 0 Watts Al Elevator Winona 5700-F-12OV-OA-L6P/CMF- 120 rn 24" Pia. Pendant, IV' K) 7� O C11 r' O GX25 overall ht., Brushed Pendant Alum. knobs, fins & rods. WASHINGTON CITIES INSURANCE AGENCY . . ..... ........ ADMINISTRATION CENTER REMODEL . .......... . ..... LIGHT FIXTURE SCHEDULE Type Location &Type Manuf. Catalogue Number V. Lamp Notes Qty. Alt Qty. Total Alt Total lWatts Watts Al Elevator Winona 5700-F-12OV-OA-L6P/CMF- 120 (4) CFT13W/ 24" Pia. Pendant, IV' 4 4 Lobbies, MOD GX25 overall ht., Brushed Pendant Alum. knobs, fins & rods. A2 Conference, Winona 5701-F-12OV-OA-LPO/CMF- 120 (2) CFT15W/ 24" Pla.Surf. Mtd., 2 2 Ceiling Mounted moo GX25 brushed alum. knobs. fins & rods, dimable ba I la 6t f57 Lobbies/ Winona 43 02- F - 1 20 V- 0 A- M P 15- 5TO 120 (2) CFT15W/ 14 14 Corridors, Wall GX25 Sconce C1 Lobby / General Lightoller 713215U/8057CLW 120 (1) 32W TRIPLE Compact Flour. 16 16 ITUBE Downlilht In ACT C2 General Lightolier 7132f5U/8037CLW 120 (1) 32W TRIPLE Compact Flour. 19 18 TUBE Downlight In GW13 C3 General Lightoller 713213CU/8087CLW 120 (1) 32W TRIPLE Dimmable Wall Wash 6 14 TU13E Downlight In ACT C4 First; Floor Lightoller C41-V CCD 120 (1) 50 W MR16 Dimmable, 4" aperture, soffits adjustable C5 First Floor Lightoller C41-V CCD 120 (1) 50 W MK16 4" aperture, adjustable soffits V1 Conf.1 Training Lightolier 713213U/8057CI-W 120 (1) 32W TRIPLE Wall Wash Display Flour. 12 12 Room TU13E Downli4ht In ACT 02 Conf.1 Training Lightoller 11021`1/1123WH 120 (1) 15OW PAP, Dimmable and 5 5 Room 150 adjustable eyeball El Entry Canopy Excel-Ine 9P-A-10-2-HA-NA-WL-1 120 Wall mtd. up light at 4 0 canopy; perforrated shield. E2 Exterior Excel-Ine GF2V160MAL 205V 205 150W MH 14 14 13ulidinq Fins E3 First; Floor Lightolier NEED TO FINE) RETROFIT 120 (2) 32 W FIELD VERIFY EXISTING 24 20 Soffits TYPE FIXTURE. TRIPLE TU13E PIMENSION5 E4 Parking Lot Gardco Gull G18-1-4XLIQ-400HPS-208- 120 Distribution & options 5 6 Light Wing 13plp- per elect. plans & I specifications I I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Armour Unsderfer• Engineering, LLC 13456 S! 27th Place, Suite 200, Bellevue, WA 98005 (425) 614 - 0949 FAX (425) 614 - 0950 F�� F COPY STRUCTURAL CALCULATIONS FOR: Washington Cities Insurance Authority, Tukwila, WA CITY O F TlfMjYj - LA For: The Driftmier Architects 7983 Leary Way Redmond, WA 98052 RECEIVED 01rY 0;: TI IKWII A MAR 0 5 2004 PERMIT CENTER By Kit Chan, E.I.T. Brian Unsderfer, P.E., S.E. AUE Job No. 3180 March 1, 2004 Z QQ WD UO NO W = J N U. W O Ua =Y S z �. �O z �- W W U� �_. � F- W W � ll! Z. U =. • Z e r: 'i Sheet Index Entry Canopy Design 01 -24 Entry Canopy Wall Design 25 Entry Canopy Wall Footing 26 Monument Wall Footing Design 27 Alternate Entry Canopy Design 28 Column for Elevator (Track) 29 Sleeper for Equipment Support at Roof 30 -37 Beam for Floor Infill 38 -39 Soffit Design 40 -41 Trash Enclosure Design 42 z Z: �U UO N O W= S2 LL wo U . CO CY =a w Z � �- o z E- 5 U� O CO o � w LL o z. ui U =; 71 z GR, Y(T LoA--P MPTki. Deck - ?-.I psf, PUAKI,t�1 err I ve- ('040 = z S ? Sir -C&OU- WAO = 2 5 t -T 2 = v2 , 2 Q Fl;�Ip qtb, I.5FT, Ui = = 4811 pv ftf- MALM SeWIV-0 M*T S k 4.5 (5 NSA 20 (DUINIc foA MIT 15 x14.C2 0 1 4 , 4 41pe-At- ro"fz I TG CQ C$ f jqkj WIaD �1 O 04 OrI4 —> Is ' 4 , 4 /::�S/ 4-)c(? 8 , e2 r 00 me - 1 000 2 4 � = i�3 0,0 3. c� Of IinI tr,► Q I q Pl-k 4 10' to IL I Armour Unsderfer Enaineerina A 13456 SE 27 Pl.. 200. Bellevue. WA 98005 A 14251 64d.n9d9 Project: WAJ(4 , (AfQg6 l t - uji't Eng. K (i Pg. Address: 'T(,(,kWkk A KIPv It Ver. Client: '�� `�i� yy � ' c Date: l ?jQ 4 Job No. *3 0 SittvSSUUj:,�r''yL',+::6ti+ia�' r' z Z QQ JU UO 0 w= CO U - wO LL a �D = �w z M F-. F- O Z � o U O N O F- LU �z O z Z QQ y J— Z LLI D 0 Co U. U) w W CO LL W LL CO W Z 1--o Z F- W UJ, -W ui a LL 0, ui Z O Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 7:28 AM Job Number: 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Global Steel Code ASD: AISC 9th AISI 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Redesign Sections Yes P -Delta Analysis Tolerance _ 0.50% Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress ksi ksi Ratio _ er 10 ^5 F k/ft ^3 ksi STL 29000 11154 .3 .65 F .49 — 1 36 Sections Section Database Material Area SA SA 1(90,270) 1(0,180) Label Shape Label in ^2 (0,180) (90,270) in A4) On ^4 PURLIN I MT5X4.5 I STL 1.32 1 1.2 1 1.2 1 .305 1 3.46 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature ft ft F N1 0 0 0 N2 4 0 0 N3 14 0 0 N4 24 0 0 N5 1 28 1 0 1 0 M1 N1 N2 PURLIN STL Y _ ^ Y N4 Reaction Reaction 0 M3 4 M2 N2 • N3 0 PURLIN STL Y -.048 0 0 10 M3 N3 N4 PURLIN STL Y 10 M4 N4 N5 PURLIN STL Y 4 Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End (-End J -End Code Length de rees Set TOM AVM AVM (in in ft Boundary Conditions Joint Label X Translation Y Translation Rotation (k/in) (Win) (k- ft/rad) N2 Reaction Reaction N3 Reaction Reaction _ ^ Y N4 Reaction Reaction 0 Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. M1 -.048 -.048 0 -- - - -- _. 0 - - -- M2 _ ^ Y _ -.048 -.048 0 0 M3 Y -.048 -.048 _ 0_ -_ 0 M4 Y _ -.048 -.048 0 0 Member Direct Distributed Loads. Category: None, BLC 1 : GRAVITY -TOTAL Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft F) (k/ft F ft or %) (ft or %) RISA -2D Basic Version 5.5 [C: \RISA \3180- PURLINS.r2d] Page�1'� z �w �U 00 N to w W = H U) U- 0 U - cf) 2 �w Z f- 1-- O z I- W �5 U� O- o I— wW H F LL w z U= O z ri1: . l.C.'M��GnMM,Wrv�w.4.✓+. +.aw.'i H�� il,�' NMT � 1' Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 7:28 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Load Combinations Num Description Env WS PD CD 1 1 GRAVITY -TOTAL LOAD 1 1 BLC BLC Factor Reactions, By Combination LC Joint Label X Force Y Force Moment k k k -ft 1 N2 0 .431 0 1 N3 0 .486 0 1 N4 0 .431 0 1 Totals: 0 1.348 5.94e -5 1 COG (ft): I X: 13.996 Y: 0 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) 1 N1 0 -.024 6.815e -4 1 N2 0 0 - 5.677e -5 1 N3 0 0 - 1.556e -6 1 N4 0 0 5.94e -5 1 N5 0 -.024 - 6.765e -4 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (k) (k - ft) 1 M1 1 0 0 0 0 2 0 -.048 .024 -.128 .285 3 0 -.096 .096 -.15 -.512 4 0 -.145 .217 0' -.224 5 0 -.193 .386 1 M2 1 0 .239 .386 M2 1 2 0 .118 -.06 3 0 -.002 -.204 -.709 4 0 -.123 -.048 5 0 -.243 .409 1 M3 1 0 .243 .409 2 0 .123 -.049 3 0 .002 -.205 4 0 -.118 -.06 5 0 -.238 .385 1 M4 1 0 .193 .385 2 0 .144 .216 3 0 .096 .096 4 0 .048 .024 5 0 0 0 Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bending bot (ksi) (ksi) (ksi) (ksi) 1 M1 1 0 0 0 0 2 0 -.075 -.128 .285 3 0 -.15 -.512 1.1 4 0' -.224 -1.152 2.559 5 0 -.299 -2.046 4.547 1 M2 1 0 1 .37 -2.046 4.547 2 0 .183 .319 -.709 RISA -2D Basic Version 5.5 [C: \RISA \3180- PURLINS.r2d] Page �.�:.:... ..�C..: ':.t, ,,�a•�.i��'. »�c s�. + H�A"�SnhliM,'r'x'�"",�.�'".'w�_ . T ...�Awwc:+r�n+kn�wNtt4M�i�i;.rA ..,.:.?' r I• t+ 1 z }_- z �w �U UO CO) co w J = C0 U_ w L L cf) = �w Z E- z� 25 U� O� 0H wW HZ-5 LL -0 .z w U= O z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 7:28 AM Job Number: 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Stresses, By Combination. (continued) LC Member Label Section Axial Shear Bending top Bending bot ksi ksi ksi ksi Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M 1 3 0 -.004 1.085 -2.411 2 4 0 -.19 .254 -.564 3 0 5 0 -.377 -2.171 4.825 1 M3 1 0 .377 -2.171 4.825 0 NC 2 0 .19 .258 -.572 NC 3 0 .004 1.087 -2.416 4 0 -.183 .32 -.711 4 5 0 -.369 -2.042 4.538 1 M4 1 0 .299 -2.042 4.538 0 0 2 0 .224 -1.148 2.551 -.013 9588.823 3 0 .149 -.51 1.133 5331.342 4 0 .074 -.127 .283 5 0 0 0 0 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M 1 1 0 -.024 1959.848 HI-2 2 0 -.016 2965.15 .026 10 3 0 -.008 5735.248 .429 0 4 0 -.002 NC 1F M4 5 0 0 NC 1 1 M2 1 0 0 NC 2 0 -.013 9163.149 3 0 -.022 5351.816 4 0 -.012 9646.511 5 0 0 NC 1 M3 1 0 0 NC 2 0 -.013 9588.823 3 0 -.023 5331.342 4 0 -.013 9125.297 5 0 0 NC 1 M4 1 0 0 NC 2 0 -.002 NC 3 0 -.008 5796.667 4 0 -.016 2992.064 5 0 -.024 1976.384 Member RISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message ft ft 1 MI .374 4 .021 4 HI-2 1 M2 .429 10 .026 10 1-11-2 1 M3 .429 0 .026 0 1-11-2 1F M4 .373 0 .021 0 H1-2 RISA -2D Basic Version 5.5 [C: \RISA \3180- PURLINS.r2d] Page,3'' z ;I Z �w QQ JU U U J = U- 0 w U¢ U� = �w Z f-- F- O z H W w U ON 0 f-- w �O z. co O z (p�2 f C13, 23A) (up,1 i X3.5,0) (lo, (11,g,o) (13,0 ) 03 1 '0 11 06 1 n) I� I� 8' Y (It* 10) � // 1 �� � . ! W �� ��'(�} 1 6 ) fT (W I IBS'( CAs1F - M t i00t� f RAM S ��Ni WIC O 39 , Do �5F , Vj - 32, 2 (fob- 322 Plf, F�NAF. - COP AND BOT GHWO 'rg4 x 4 k F�AtAe \IM AAD DJAt 4A� , T6 4 k 2 x %s3 Rktt 0,K, � Se-F- f� (SA 10 OUIPATIb For, Re9t4a5) NFi Armour Unsderfer Eneineerina 413456 SE 27h Pl.. 200. Bellevue WA 98005 4 14251 614.0949 Project: WASA • U71� ItJC,, ,� . AU O E ti Pg. cO Address: 1wV-w`-A WV,& Ver. Client: ,pRt Date Job No.?)��"(f z H ' �~ W Q � Q � JU 0 0 N W= J � �LL w La Cj) T �w z� t— O. zt- W U� O CO o�- WW H CY - z Cd CO O z ... .�:7_...,...W.w...i.'a..... WtaI HErWxwa`.NyWui .... ... .. ... ......._ .... .. .. ._.... � .. � .. i 0 W JU UO (A p W = H: CO) LL W O LL Q Cf) �W Z H F- O Z F-. �p O � p F- W U E- - LL 0 . - O� •• Z W H �. Z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Global Steel Code ASD: AISC 9th, AISI 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Redesign Sections Yes P -Delta Analysis Tolerance 0.50% Materials (General) TOPCHORD TU4X4X2 STL 1.9 Material Label Young's Modulus ksi Shear Modulus Poisson's Thermal Coef. ksi Ratio per 10 ^5 F Weight Density k/ft ^3 Yield Stress ksi STL 29000 11154 .3 65 49 36 Sections 1.2 4.7 4.7 0 Section Label Database Shape Material Area SA SA Label (in) ^2 (0,180) (90,270) 1(90,270) (in ^4) 1(0,180) (in ^4) Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature ft ft F N1 TOPCHORD TU4X4X2 STL 1.9 1.2 1.2 4.7 4.7 7 0 BOTCHORD TU4X4X2 STL 1.9 1.2 1.2 4.7 4.7 0 N6 VERTICAL TU4X2X2 STL 1.4 1.2 1.2 .954 2.82 19.5 0 DIAGONAL TU4X2X2 STL 1.4 1.2 1.2 .954 2.82 0 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature ft ft F N1 0 0 0 N2 3.5 0 0 N3 7 0 0 N4 10 0 0 N5 11.5 0 0 N6 13 0 0 N7 16 0 0 N8 19.5 0 0 N9 23 0 0 N10 3.5 1.17 0 N11 7 1.92 0 N12 10 2.25 0 N13 11.5 2.33 0 N14 13 2.25 0 N15 16 1.92 0 N16 19.5 1.17 0 Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length z �z �w QQ JU UO rn Cl co w w H U. w UQ co = �w z t- H O w U� O� O F- WW F_ L O z U= O z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN STL 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIG Checked By: Member Data (continued) 3.018 M15 N15 N16 Shape / Material PhysEnd Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set MembEnd J -End I -End J -End Code Length 0 0 (dec Set TOM AVM AVM (in) t in) tft) M14 N14 N15 -.322 TOPCHORD STL Y Y -.322 -.322 0 0 Mil 3.018 M15 N15 N16 0 TOPCHORD STL Y -.322 0 0 M13 Y -.322 3.579 M16 N16 N9 Y TOPCHORD STL Y 0 M15 Y -.322 -.322 0 3.69 M17 N2 N10 -.322 VERTICAL STL Y 1.17 M18 N3 N11 VERTICAL STL Y 1.92 M19 N4 N12 VERTICAL S Y 2.25 M20 N6 N14 VERTICAL STL Y _ 2.25 M21 N7 N15 VERTICAL STL Y 1.92 M22 N8 N16 VERTICAL STL Y 1.17 M23 N3 N10 DIAGONAL STL Y 3.69 M24 N4 N11 DIAGONAL STL Y 3.562 M25 N5 N12 DIAGONAL STL Y 2.704 M26 N5 N14 DIAGONAL STL Y 2.704 M27 N6 N15 DIAGONAL STL Y 3.562 M28 N7 N16 DIAGONAL STL Y 3.69 Boundary Conditions Joint Label X Translation Y Translation Rotation Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. 1 I GRAVITY -TOTAL None I I I I 1 1 8 Member Direct Distributed Loads, Category: None, BLC 1: GRAVITY -TOTAL Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft. F) (k/ft. F) (ft or %) (ft or %) M9 Y -.322 -.322 0 0 M10 Y -.322 -.322 0 0 Mil Y -.322 -.322 0 0 M12 Y -.322 -.322 0 0 M13 Y -.322 -.322 0 0 M14 Y 1 -.322 -.322 0 0 M15 Y -.322 -.322 0 0 M16 Y -.322 -.322 _ 0 0 Load Combinations Description Env WS PD CD BL C Factor BLC Factor B GRAVITY - TOTAL LOAD I I I 1 1 1 1I 1 1 Reactions, By Combination LC Joint Label X Force Y Force Moment (k) (k) (k -ft) 1 1 N2 1.35 1 N8 -1.35 1 3.796 _ 1 3.796 0 _ 0 1 1 Totals: 0 1 7.593 RISA -21) Basic Version 5.5 [C : \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page�2G) z Z 0 .J U UO C O ❑ J � Nw w J U— � =w z� 1- O z t'-- W W U O- W W �P �O w z U= O z A }it!?rt� �'� b�+�wt^i* ?r:Gcl;,ir;'91 4�•"1;�.gttp.^n �qn, i ;!?�."aw� ""v+r;47tt? �7 "� .�"..X�"fiel.. • i. Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number: 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Reactions, By Combination, (continued) LC Joint Label X Force Y Force Moment k k (k -ft) 1 1 COG (ft): I X: 11.5 1 Y: 1.478 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) 1 1 1 1 0 -.005 2.43e -5 I L N2 0 0 - 1.042e -4 1 N3 -.002 -.019 - 3.712e -4 1 N4 0 -.027 - 1.062e -4 1 N5 0 -.028 0 1 N6 0 -.027 1.062e -4 1 N7 .002 -.019 3.712e -4 1 N8 0 0 1.042e -4 1 N9 0 -.005 - 2.43e -5 1 N10 0 -.001 - 1.748e -4 1 N 11 1 .003 -.02 - 2.708e -4 1 N12 .001 -.028 - 4.284e -5 1 N13 0 -.028 0 1 N14 -.001 -.028 4.284e -5 1 N15 -.003 -.02 2.708e -4 1 N16 0 -.001 1 1.748e -4 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (k) (k -ft) 1 M1 1 1.038 -.126 -.186 1 2 1.038 -.126 -.076 3 1.038 -.126 .035 4 1.038 -.126 .145 5 1.038 -.126 .256 1 1 M2 1 2.077 .189 .404 2 2.077 .189 .238 3 2.077 .189 .072 4 2.077 .189 -.093 5 2.077 .189 -.259 1 M3 1 -1.326 -.019 -.111 2 -1.326 -.019 -.098 3 -1.326 -.019 -.084 4 -1.326 -.019 -.07 5 -1.326 -.019 -. 1 M4 1 -2.194 .018 -.054 2 -2.194 .018 -.06 3 -2.194 .018 -.067 4 -2.194 .018 _ -.074 5 -2.194 .018 -.08 1 M5 1 -2.194 -.018 -.08 2 -2.194 -.018 -.074 3 -2.194 -.018 -.067 4 -2.194 -.018 -.06 5 -2.194 -.018 -.054 1 M6 1 -1.326 .019 -.056 2 -1.326 .019 -.07 3 -1.326 .019 -.084 4 -1.326 .019 -.098 5 -1.326 _ 1 .019 1 -.111 1 M7 1 2.077 RISA -21) Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page -XI z Z U rn o J F- H Cn u- w U- rn = a �w z r- H O w �5 U� ON � F- wW !L O z U= O z 1 Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. 9:56 AM Job Number: 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Section Forces, By Combination. (continued) LC Member Label Section Axial Shear Moment W (k) ( k -ft) RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page,rl z w u� D UO U) 0 J H S2 w w U - (n d = w z� I- O z H LU w U� ON o fi- wW F- u z w co O z 2 2.077 -.189 -.093 3 2.077 -.189 .072 4 2.077 -.189 .238 5 2.077 -.189 .404 1 M8 1 1.038 .126 .256 2 1.038 .126 .145 3 1.038 .126 .035 4 1.038 .126 -.076 5 1.038 .126 -.186 1 M9 1 -.945 .449 .186 2 1 -1.039 .167 -.098 3 -1.133 -.115 -.122 4 -1.227 -.396 .113 5 -1.321 -.678 .609 1 M10 1 2.679 .741 .679 2 2.618 .459 .142 3 1 2.558 .177 -.143 4 2.498 -.105 -.175 5 2.437 -.386 .044 1 M11 1 3.616 .534 .248 2 3.59 .292 -.063 3 3.563 .051 -.193 4 3.537 -.191 -.14 5 3.51 -.432 .095 1 M12 1 3.534 .296 .074 2 3.527 .175 -.014 3 3.521 .054 -.057 4 1 3.514 -.066 -.055 5 3.508 -.187 -.007 1 M13 1 3.508 .187 -.007 2 3.514 .066 -.055 3 3.521 -.054 -.057 4 3.527 -.175 -.014 5 3.534 -.296 .074 1 M14 1 3.51 .432 .095 2 3.537 .191 -.14 3 3.563 -.051 -.193 4 3.59 -.292 -.063 5 3.616 -.534 .248 1 M15 1 2.437 .386 .044 2 2.498 .105 -.175 3 2.558 -.177 -.143 4 2.618 -.459 .142 5 2.679 -.741 .679 1 M16 1 -1.321 .678 .609 2 -1.227 .396 .113 3 -1.133 .115 -.122 4 -1.039 -.167 -.098 5 -.945 -.449 .186 1 M17 1 3.481 -.311 -.148 2 3.481 -.311 -.057 3 3.481 -.311 .034 4 3.481 -.311 .125 5 3.481 -.311 .216 1 M18 1 1.341 J _ -.213 _ -.234 2 1.341 -.213 -.132 _ _ 3 1.341 -.213 -.03 RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page,rl z w u� D UO U) 0 J H S2 w w U - (n d = w z� I- O z H LU w U� ON o fi- wW F- u z w co O z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number: 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Section Forces, By Combination, (continued) LC Member Label Section Axial Shear Moment (k) (k) (k -ft) RISA -21) Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page /?, z �Z ~ w a � WV 00 CO 0 J l.- S2 w w J L¢ co :D = a F- w z F- z� w w U ON 0 E- wW HP U- O ui z U= O z 4 1.341 -.213 .072 5 1.341 -.213 .174 1 M19 1 .512 -.008 -.025 2 .512 -.008 -.02 3 .512 -.008 -.016 4 .512 -.008 -.012 5 .512 -.008 -.007 1 M20 1 .512 .008 .025 2 .512 .008 .02 3 .512 .008 .016 4 .512 .008 .012 5 .512 .008 .007 1 M21 1 1.341 .213 .234 2 1.341 .213 .132 3 1.341 .213 .03 4 1.341 .213 -.072 5 1.341 .213 -.174 1 M22 1 3.481 .311 .148 2 3.481 .311 .057 3 3.481 .311 -.034 4 3.481 .311 -.125 5 3.481 .311 -.216 1 M23 1 -3.386 .063 .086 2 -3.386 .063 .028 3 -3.386 .063 -.03 4 -3.386 .063 -.088 5 -3.386 .063 -.147 1 M24 1 -1.019 -.002 .023 2 -1.019 -.002 .025 3 -1.019 -.002 .026 4 -1.019 -.002 .028 5 1 -1.019 -.002 .03 1 M25 1 .032 .016 .031 2 .032 .016 .02 3 .032 .016 .009 4 .032 .016 -.002 5 .032 .016 -.013 1 M26 1 .032 -.016 -.031 2 .032 -.016 -.02 3 .032 -.016 -.009 4 .032 -.016 .002 5 .032 -.016 .013 1 M27 1 -1.019 .002 -.023 2 -1.019 .002 -.025 3 -1.019 .002 -.026 4 -1.019 .002 -.028 5 -1.019 .002 -.03 1 M28 1 -3.386 -.063 -.086 2 -3.386 -.063 -.028 3 -3.386 -.063 .03 4 -3.386 -.063 .088 5 -3.386 -.063 .147 RISA -21) Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page /?, z �Z ~ w a � WV 00 CO 0 J l.- S2 w w J L¢ co :D = a F- w z F- z� w w U ON 0 E- wW HP U- O ui z U= O z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DES Checked By: Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bending bot (ksil (ksi) (ksi) (ksi) 1 M 1 1 .546 1 -.152 1 .952 -.952 2 .546 -.152 .387 -.387 3 .546 -.152 -.177 .177 4 .546 -.152 -.742 .742 5 .546 -.152 -1.306 1.306 1 M2 1 1.093 .227 -2.061 2.061 2 1 1.093 .227 -1.215 1.215 3 1.093 .227 -.369 .369 4 1.093 .227 .477 -.477 5 1.093 .227 1.323 -1.323 1 M3 1 -.698 -.022 .569 -.569 2 -.698 -.022 .498 -.498 3 -.698 -.022 .427 -.427 4 -.698 -.022 .356 -.356 5 -.698 -.022 .285 -.285 1 M4 1 -1.155 .021 .275 -.275 2 -1.155 .021 .308 -.308 3 -1.155 .021 .342 -.342 4 -1.155 .021 .376 -.376 5 -1.155 .021 .409 -.409 1 M5 1 -1.155 -.021 .409 -.409 2 -1.155 -.021 .376 -.376 3 -1.155 -.021 .342 -.342 4 -1.155 -.021 .308 -.308 5 -1.155 -.021 .275 -.275 1 M6 1 -.698 .022 .285 -.285 2 -.698 .022 .356 -.356 3 1 -.698 .022 .427 -.427 4 -.698 .022 .498 -.498 5 -.698 .022 .569 -.569 1 M7 1 1.093 -.227 1.323 -1.323 2 1.093 -.227 .477 -.477 3 1.093 -.227 -.369 .369 4 1.093 -.227 -1.215 1.215 5 1.093 -.227 -2.061 2.061 1 M8 1 .546 .152 -1.306 1.306 2 .546 .152 -.742 .742 3 .546 .152 -.177 .177 4 .546 .152 .387 -.387 5 .546 .152 .952 -.952 1 M9 1 -.497 .539 -.952 .952 2 -.547 .201 .5 -.5 3 -.596 -.137 .624 -.624 4 -.646 -.476 -.579 .579 5 -.695 -.814 -3.11 3.11 1 M10 1 1 1.41 .889 -3.466 3.466 2 1.378 .551 -.725 .725 3 1.346 .213 _ .729 -.729 4 1.315 -.125 .895 -.895 5 1.283 -.464 -.227 .227 1 M11 1 1.903 .641 -1.268 1.268 2 1.889 .351 .324 -.324 3 1.875 .061 .985 -.985 4 _ 1.861 _ 1 -.229 _ .717 J -.717 5 1.847 -. 518 -.483 .483 1 M12 _ _ 1 1.86 .355 ~ -.38 .38 RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page f, /3 z ~ w JU UO U) 0 J = F- CO w wo U- rn � ~ w z t- H O z t- w �5 U� ON o�- wW U- 0 .z w U= O z ,Mc, mi.lt.ilutg:de.a , r.✓ ib.H' .3Mx.S.i.:n4ul a.;.w� .u4.�.,'v. . a ... w. �tA.....,.....,,. �.. +........�.,...........L. >..... , .. o-x. ��+. +t'�'.�'+�. ^rrX�wm�F�����m � ..ner...tnw,auua•.Vetna. Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Stresses, By Combination, (continued) LC Member Label Section Axial Shear Bending top Bending bot ksi ) (ks!) ksi ksi RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page.7/4 z �z �w QQ JU UO M J = I- CO U- w g 9-1 U. N� T l .- U1 z I- ir O z t-- w 0 0 a I- wW �O z w U =: O� z 2 1.856 .21 .072 -.072 3 1.853 .065 .292 -.292 4 1.85 -.08 .281 -.281 5 1.846 -.224 .038 -.038 1 M13 1 1.846 .224 .038 -.038 2 1.85 .08 .281 -.281 3 1.853 -.065 .292 -.292 4 1.856 -.21 .072 -.072 5 1.86 -.355 -.38 .38 1 M14 1 1.847 .518 -.483 .483 2 1.861 .229 .717 -.717 3 1.875 -.061 .985 -.985 4 1.889 -.351 .324 -.324 5 1 1.903 -.641 -1.268 1.268 1 M15 1 1.283 .464 -.227 .227 2 1.315 .125 .895 -.895 3 1.346 -.213 .729 -.729 4 1.378 -.551 -.725 .725 5 1.41 -.889 -3.466 3.466 1 M16 1 -.695 .814 -3.11 3.11 2 -.646 .476 -.579 .579 3 -.596 .137 .624 -.624 4 -.547 -.201 .5 -.5 5 -.497 -.539 -.952 .952 1 M17 1 2.486 -.373 1.257 -1.257 2 2.486 -.373 .483 -.483 3 2.486 -.373 -.292 .292 4 2.486 -.373 -1.066 1.066 5 1 2.486 -.373 -1.841 1.841 1 M18 1 .958 -.255 1.989 -1.989 2 .958 -.255 1.121 -1.121 3 .958 -.255 .253 -.253 4 .958 -.255 -.616 .616 5 .958 -.255 -1.484 1.484 1 M19 1 .366 -.009 .212 -.212 2 .366 -.009 .174 -.174 3 .366 -.009 .136 -.136 4 .366 -.009 .098 -.098 5 .366 -.009 .06 -.06 1 M20 1 .366 .009 -.212 .212 2 .366 .009 -.174 .174 3 .366 .009 -.136 .136 4 .366 .009 -.098 .098 5 .366 .009 -.06 .06 1 M21 1 .958 .255 -1.989 1.989 2 .958 .255 -1.121 1.121 3 .958 .255 -.253 .253 4 .958 .255 .616 -.616 5 .958 .255 1.484 -1.484 1 M22 1 2.486 .373 -1.257 1.257 2 2.486 .373 -.483 .483 3 2.486 .373 .292 -.292 4 2.486 .373 1.066 -1.066 _ 5 2.486 .373 1.841 -1.841 1 M23 1 - 2.418 .076 -.733 .733 _ _ 2 -2.418 _ .076 -.238 .238 3 -2.418 .076 .257 -.257 RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page.7/4 z �z �w QQ JU UO M J = I- CO U- w g 9-1 U. N� T l .- U1 z I- ir O z t-- w 0 0 a I- wW �O z w U =: O� z Company : Armour Unsderfer Engineering, LLC December 11, 2003 Designer : K. CHAN 9:56 AM Jo Number: 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Stresses, By Combination. (continued) LC Member Label Section Axial Shear Bending top Bending bot (ksi) (ksi) (ksi) (ksi) Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M1 4 -2.418 .076 .752 -.752 2 5 -2.418 .076 1.247 -1.247 1 M24 1 -.728 -.002 -.195 .195 0 0 2 -.728 -.002 -.209 .209 0 NC 3 -.728 -.002 -.223 .223 NC 4 -728 -.002 -.238 .238 5 -.728 -.002 -.252 .252 1 M25 1 .023 .02 -.265 .265 5 -.002 2 .023 .02 -.171 .171 -.002 -.019 3 .023 .02 -.077 .077 -.022 NC 4 1 .023 .02 .017 -.017 NC 5 .023 .02 .112 -.112 1 M26 1 .023 -.02 .265 -.265 M4 1 2 .023 -.02 .171 -.171 2 0 3 .023 -.02 .077 -.077 0 -.028 4 .023 -.02 -.017 .017 -.028 NC 5 .023 -.02 -.112 .112 1 M27 1 -.728 .002 .195 -.195 2 -.728 .002 .209 -.209 3 3 -.728 .002 .223 -.223 4 0 4 -.728 .002 .238 -.238 0 -.027 5 -.728 .002 .252 -.252 1 M28 1 -2.418 -.076 .733 -.733 2 -2.418 -.076 .238 -.238 3 -2.418 -.076 -.257 .257 4 -2.418 -.076 -.752 .752 5 -2.418 -.076 -1.247 1.247 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M1 1 0 -.005 9097.6 2 0 -.003 NC 3 0 -.002 NC 4 0 0 NC 5 0 0 NC 1 1 M2 1 1 0 0 NC 2 0 -.003 NC 3 0 -.008 5056.793 4 -.001 -.014 2934.168 5 -.002 -.019 2163.231 1 M3 1 -.002 -.019 NC 2 -.001 -.022 NC 3 -.001 -.025 NC 4 0 -.026 NC 5 0 -.027 NC 1 M4 1 0 -.027 NC 2 0 -.028 NC 3 0 -.028 NC 4 0 -.028 NC 5 0 -.028 NC 1 M5 1 0 -.028 NC 2 0 -.028 _ NC 3 0 -.028 NC 4 0 -.028 NC 5 0 -.027 NC 1 M6 1 0 -.027 NC RISA -21) Basic Version 5.5 [C:IRISA13180 -BOW STRING FRAME- ALT.r2d] Pageo / Z '~ w UO N U. w U. = �w zF E- O w ~ W U� ON � t- w t- LLO .Z w U= 0 Z $Y� ti tL _ wrv m oTi� SP Y�ri3�� YA4M %4° YM$9d .4; scL'.swrd . ul:. .r." ... :ar I� Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Deflections, By Combination. (continued) LC Member Label Section x- Translation y- Translation (n) Uy Ratio finl finl RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page)% z z �w a 2 JU UO CO J = t- - Co U- 0 w¢ ca = �w z t- h- O z E- w W U° O� o E- w W U. O W z U= O z 2 0 -.026 NC 3 .001 -.025 NC 4 .001 -.022 NC 5 .002 -.019 NC 1 M7 1 .002 -.019 2163.231 2 .001 -.014 2934.168 3 0 -.008 5056.793 4 0 -.003 NC 5 0 0 NC 1 M8 1 0 0 NC 2 0 0 NC 3 0 -.002 NC 4 0 -.003 NC 5 0 -.005 9097.6 1 M9 1 0 -.005 NC 2 0 -.005 NC 3 0 -.004 NC 4 0 -.002 NC 5 0 -.001 NC 1 M10 1 0 -.001 NC 2 0 -.006 NC 3 0 -.012 NC 4 -.001 -.017 NC 5 -.002 -.02 NC 1 M11 1 0 -.02 NC 2 0 -.023 NC 3 0 -.026 NC 4 -.001 -.027 NC 5 -.002 -.028 NC 1 M12 1 0 -.028 NC 2 0 -.028 NC 3 0 -.028 NC 4 -.001 -.028 NC 5 -.002 -.028 NC 1 M13 1 .002 -.028 NC 2 .001 -.028 NC 3 0 -.028 NC 4 0 -.028 NC 5 0 -.028 NC 1 M14 1 .002 -.028 NC 2 .001 -.027 NC 3 0 -.026 NC 4 0 -.023 NC 5 0 -.02 NC 1 M15 1 .002 -.02 NC 2 .001 -.017 NC 3 0 -.012 NC 4 0 -.006 NC 5 0 -.001 NC 1 M16 1 1 0 -.001 NC 2 0 -.002 NC 3 0 -.004 NC 4 0 -.005 NC 5 0 -.005 NC 1 M17 1 0 0 NC 2 1 0 0 NC 3 1 0 0 NC RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page)% z z �w a 2 JU UO CO J = t- - Co U- 0 w¢ ca = �w z t- h- O z E- w W U° O� o E- w W U. O W z U= O z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Deflections, By Combination. (continued) LC Member Label Section x- Translation y- Translation (n) Uy Ratio (inl (W RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page vfll .{u "w I z }' w oc � D J rJ UO cf) 0 J = t- Cf)w w �:3 w¢ co = z f- t- O z t- w w U ON 0 H wW LO . z . w U =' O f z 4 0 0 NC 5 -.001 0 NC 1 M18 1 -.019 .002 NC 2 -.02 0 NC 3 -.02 0 NC 4 -.02 -.002 NC 5 1 -.02 -.003 NC 1 M19 1 -.027 0 N C 2 -.027 0 NC 3 -.028 0 NC 4 -.028 0 NC 5 -.028 -.001 NC 1 M20 1 1 -.027 0 NC 2 -.027 0 NC 3 -.028 0 NC 4 -.028 0 NC 5 -.028 .001 NC 1 M21 1 -.019 -.002 NC 2 -.02 0 NC 3 -.02 0 NC 4 -.02 .002 NC 5 -.02 .003 NC 1 M22 1 0 0 NC 2 0 0 NC 3 0 0 NC 4 0 0 NC 5 -.001 0 NC 1 M23 1 -.005 .019 2464.661 2 -.004 .014 3359.148 3 1 -.003 .009 5608.079 4 -.002 .004 NC 5 0 0 NC 1 M24 1 -.014 _ .023 NC 2 -.014 .022 NC 3 -.014 .02 NC 4 -.013 .018 NC 5 -.013 .016 1 NC 1 M25 1 -.024 .016 1 NC 2 -.024 .016 NC 3 -.024 .015 NC 4 1 -.024 .015 NC 5 -.024 .014 NC 1 M26 1 -.024 -.016 NC 2 -.024 -.016 NC 3 -.024 -.015 NC 4 -.024 -.015 NC 5 1 -.024 -.014 NC 1 M27 1 -.014 -.023 NC 2 -.014 -.022 _ NC 3 -.014 -.02 NC 4 -.013 -.018 NC 5 _ -.013 -.005 -.0 -.019 N C_ 2464.661 1 M28 1 2 -.004 -.014 3359.148 3 -.003 -.009 5608.079 4 -.002 -.004 NC 5 0 0 1 NC RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page vfll .{u "w I z }' w oc � D J rJ UO cf) 0 J = t- Cf)w w �:3 w¢ co = z f- t- O z t- w w U ON 0 H wW LO . z . w U =' O f z Company Armour Unsderfer Engineering, LLC December 11, 2003 Designer K. CHAN 9:56 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member A /SC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message lftl lftl 1 I M1 .080 3.5 .011 0 1-11 -2 1 M2 .137 0 .016 0 1-11-2 1 I M3 .056 0 .002 0 1-12 -1 1 1 M4 .071 1.5 .001 0 1-12 -1 1 I M5 .071 0 .001 0 1-12 -1 1 1 M6 .056 3 .002 0 1-12 -1 1 I M7 .137 3.5 .016 0 1-11 -2 1 M8 .080 0 .011 0 1-11 -2 1 M9 .163 3.69 .057 3.69 1-12 -1 1 M10 .211 0 .062 0 H1 -2 1 Mil .141 0 .044 0 1-11-2 1 M12 .102 0 .025 0 1-11-2 1 M13 .102 1.502 .025 1.502 1-11-2 1 M14 .141 3.018 .044 3.018 1-11-2 1 M15 .211 3.579 .062 3.579 1-11-2 1 M16 .163 0 .057 0 1-12 -1 1 M17 .193 1.17 .026 0 1-11-2 1 M18 .128 0 .018 0 1-11 -2 1 1 M19 1 .026 0 .001 0 1-11-2 1 I M20 1 .026 0 .001 0 1-11-2 1 M21 1 .128 0 .018 0 1-11-2 1 M22 .193 1.17 .026 0 1-11-2 1 M23 .164 3.69 .005 0 1-12 -1 1 M24 .044 3.562 .000 0 1-12 -1 1 M25 .012 0 .001 0 1-11-2 1 M26 .012 0 1 .001 0 H1 -2 1 M27 .044 3.562 .000 0 1-12 -1 1 M28 1 .164 3.69 .005 0 1-12 -1 RISA -2D Basic Version 5.5 [C: \RISA \3180 -BOW STRING FRAME- ALT.r2d] Page le) z Z � �U UO N J� CO U- w U . �D = t- _ Z� F- O z F- LU5 UCl O� o�- wW U- 0 .. z w U =. O z K: j: �• b 1 krd $?j:NF »w:lii eb'a xM'' 9 4 . a5 - LAT�2� ��cl� ► aq7 USG 'YVl P»i sicl WV-LD Tf O = 80 M rt+ q5 = W , 4 PsF FYFQA-I Rtt, fb , OVAK -- ►o Ce : o, Q02 , F= (9,62( 1,3)C16,4)C1 = 1 3.122 p sr-, Wupp 1'>. 2 poi= ( Ito (22) A x 2�" 15 A 4 A ,#,5 ?04R Armour Unsderfer Ennineerina A 13456 SE 27 P1.. 200. Bellevue. WA 98005 A 1425) 614.0949 Project: WA- (/(-r (pA Iti2 u* , kU H Eng. kc, Pg ' Iq Address: UVOVA 1 V/A Ver. Client: pRr.1meg OK* Date: L O O4 Job z �Z '~ w UO N wX J � �LL wo U . _ Z� 1— O z I-. W , CO U� .o w �O . Z. w CO) O z ,i � ., �;,l ...... � l 4yar.,ridn+? ✓.��i�£�.:'3'4kf aitc�iJy�(�li}kva ^'� `ria;!' Dwel-I04 t� I_ W - � 2. � p�FC►I,�o�� = 31 p(,� 7 le , Armour Unsderfer Enaineerina A 13456 SE 27"fi PI.. 200. Bellevue. WA 98005 1 (4251614-0949 PLW Project: W N. Ci�T 1 ? ,0 5 64%0.R . AM T64 Eng. �.C� Pg• Address: Ver. Client: � R � Date: I DfQ 0 Job No3 i eCP V z �Z LLI �U UO cf) W= J F- � w �. U. �_ �. I- o z I— w 5. U� O U)': J3 I— w w LL —O liJ z U CO. O ~� z Loads: BLC 1, GRAVITY Results for LC 1, GRAVITY LOAD Reaction units are k and k -ft Armour Unsderfer E WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Ja nuary 8, 2004 K. CHAN 11: AM 3180 BEAM FOR CANOPY 3180- BEAM.r2d Z Z � J U UO, CO) 0 W= J CO) U. WO J LL Q d = W' Z H O Z 1— w W �o U O N. WW F- ILL O. iil Z. U N O Z Company Armour Unsderfer Engineering, LLC Januarryy 8, 2004 Designer K. CHAN 11:32 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Global Steel Code ASD: AISC 9th AIS 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 , Redesign Sections Yes P -Delta Analysis Tolerance 10.50% Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress ksi (ksi) Ratio ( per 10 ^5 F ) k/ft ksiksi STL 1 29000 1 11154 1 .3 1 .65 1 .49 1 36 -- I Sections Section Database Material Area 'SA SA 1(90,270) 1(0,180) 1 �tiel CL.....'. /n 4On% /nn 1)7n% /:wnA% 1:-AA% BEAM I C12X20.7 STL 6.09 1.2 1 1.2 3.88 129 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature ft ft F N1 0 0 0 N2 4 0 0 N3 14 0 0 N4 18 0 0 Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length ( degrees) Set TOM AVM AVM in in ft M1 N1 N2 1 -.371 I BEAM I STL I Y Y -.371 1 -.371 0 0 M3 4 M2 N2 N3 0 BEAM I STL I Y 10 M3 N3 N4 BEAM I STL I Y I I I I I 1 1 4 Boundary Conditions Joint Label X Translation Y Translation Rotation Win Win (k- ft/rad) N2 Reaction Reaction N3 Reaction I Reaction Basic Load Case Data BLC No. Basic Load Case Description ory Gravity Load Type Totals )tion X Y Joint Point Dire Member Direct Distributed Loads. Cate-gory: None. BLC 1 : GRAVITY Member Label Direction Start Magnitude End Magnitude Start Location End Location (Wft. F1 (k/ft. F) (ft or %) (ft or %) M1 Y -.37 1 -.371 0 _ _ 0 _ M2 Y -.371 1 -.371 0 0 M3 Y -.371 1 -.371 0 0 RISA -2D Basic Version 5.5 [C: \RISA \3180- BEAM.r2d] Page Y5) z ~ w JU U CO 0 co w J � CO L w LLQ U� �y V �w z F— F— O Z F— �5 U� ON O F— wW LL —O z W U= O z Company Armour Unsderffer Engineering, LLC January 8, 2004 Designer K. CHAN 11:32 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Reactions, By Combination LC Joint Label X Force Y Force Moment (k) (k) (k -ft) 1 1 1 1 N2 0 3.339 0 1 1.285e -4 N3 0 3.339 0 Totals: 0 6.678 1 COG ft : X: 9 Y: 0 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) 1 N1 0 -.005 1 1.285e -4 1 N2 0 0 - 2.38e -5 1 N3 0 0 2.38e -5 1 N4 0 -.005 - 1.285e -4 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (kl (k -ftl 1 M1 1 0 0 0 0 2 0 -.371 .185 -.104 .104 3 0 -.742 .742 -.263 -.414 4 0 -1.113 1.669 0 -.395 5 0 -1.484 2.968 1 M2 1 0 1.855 2.968 M2 1 2 0 ' .928 -.51 3 0 0 -1.67 -.285 4 0 -.927 -.51 .932 -.932 5 0 -1.855 2.968 1 M3 1 0 1.484 2.968 0 -.658 2 0 1.113 1.67 1 1 0 3 0 .742 .742 2 4 0 .371 .186 5 0 0 0 Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bending bot (ksi) (ksi) (ksi) (ksi) 1 M1 1 0 0 0 0 2 0 -.132 -.104 .104 3 0 -.263 -.414 .414 4 0 -.395 -.932 .932 5 0 -.526 -1.657 1.657 1 M2 1 1 0 .658 -1.657 1.657 2 0 .329 .285 -.285 3 0 0 .932 -.932 4 _ 0 -.329 .285 -.285 5 0 -.658 -1.657 _ 1.657 1 M3 1 1 0 .526 -1.657 1.657 2 0 .395 -.932 .932 3 0 .263 -.414 .414 4 0 .132 -.104 _ .104 RISA -2D Basic Version 5.5 [C: \RISA \3180- BEAM.r2d] Page Ix't` �'. �''9►f!i�ydr wV %� a,�r .,..c. aS+ riM' k» �W, - �? M, �t'�ry''R�4r�d�4a�'d?'A F4K�(I'�- u..� ,'�.. z Z W QQ 2 JU UO CO) J = F-. 52 LL w 9-1 LL Q �D = �W z t- I- O z �- w w U� O U) o�- WW 2 I-- - •z W U= z Load Combinations Company Armour Unsderfer Engineering, LLC January 8, 2004 Designer K. CHAN 11:32 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - CANOPY DESIGN Checked By: Member Stresses, By Combination. (continued) LC Member Label Section Axial Shear Bending top Bending bot ksi ) (ksi) (ks!) ksi 5 0 0 0 0 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M 1 1 1 0 -.005 8769.31 1 1 -2 2 0 -.004 NC .046 0 3 0 -.002 NC .077 0 4 0 0 NC 5 0 0 NC 1 M2 1 0 0 NC 2 0 -.003 NC 3 0 -.005 NC 4 0 -.003 NC 5 0 0 NC 1 1 M3 1 0 0 NC 2 0 0 NC 3 0 -.002 NC 4 0 -.004 NC 5 0 -.005 8769.31 Member A /SC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message (ft) (ft) 1 M1 .077 4 .037 4 1 1 -2 1 M2 .135 10 .046 0 1 H1 -2 — 1 - T M3 .077 0 .037 0 1 H1 -2 RISA -2D Basic Version 5.5 [C: \RISA \3180- BEAM.r2d] Page Y94 z Z � D J U UO Co 0. w= J �- N !L w J U. ¢ CO) :3 z CY �-w z H F- O z H w Lu �o U O - o�- w H �O .z U C0 w O T z � ►O Ww T'R CA+1bF7 . � -- ! O a , �c = 3 1LS 1' 10 Z = , P, u = ( -49 k rn = 1l i( ® � I."I (2���v�)s 6, 2�� -V " - TtCQrf. �P,vj; . � u8e e oo, oo . wTcA - As = (0. 0012 02) (12') % ©, D252 k /f 1w 1?O"T& 6�ew,F, V9�f- ?r_ 0 1 00 , 2 0 . I �: ��o,3i� s �,�I C2 �= I,��t►� > d, 0252 ►�b 2 :, �.k & = 0 1 2O (2) = D c 4 �� ? p. 2 81 ,,,� ,�. m,fa• �, ' FTC PPAV w 3 r x f , T,i Armour Unsclerfer Engineering A 13456 SE 27 PI.. 200. Bellevue. WA 98005 A (425) 614.0949 Project: V A K , n re$3 OAV* . Eng. Pg. 2 Address: e7M w(4 W, Ver. Client: �, m� OR4(-,J , Date: Job No.��$ +rs z JU 0 N co w LU S2 LL w o J u- � �w z �O z i- w w U� O - o i- wW ui z U =. O� z � wdrw� OTINDI " ft"5 WT. Or- 0+0c, = 150 f cf - MC- CT pWA X 1%01r- 3'5fr2' OV40 4P- ? (W? = q ff. Y- L,045� wj E)WAfA � 3P, � le- (e Owe (3 (� 10 OUTPUT ) , rorW, WAO -o 4, 1 3` +- -1, ?P' -- 6. o:� , 4U. Va'. 3 f w1op- x aff Deep FOOT*. 5 N Armour Unsderfer Engineering A 13456 SE 27 Ph, 200, Bellevue, WA 98005 A (425) 614-0949 Project: AA T 4 Eng. pg. Address: Tv�tVAA WA Ver. Client: YNI Dat e: Job No.-.$I 00 96L W� z w . D JU 00 U) 0 U) LU W 3: J H (D U. wo . U Q � D 0 z i-- W 5 5 W Lu ' (.5 U- w z C.) Cf)' H X. 0 Z. Evo1� * 92 WI Rms Ca(�*Iw . me rwo 2 LOJgr Of 6 tON = I f7. 1 p I wz A Nfm K Uivo ARO W ► r wx r = MI w r5o v,75X 7^ 51 a Job No.31 bt) ��3 X04 b -� W 645 Vep F X89 ; a,9 7 P1� o,k 641 WT444 slit As� ..// — 5.051 lP>a . I• o w6s nR s(c 4 . VJAW;R `, 3 it Armour Unsclerfer Enalneerina A 13456 SE 27th Pl.. 200. Bellevue. WA 98005 A (4251614-0949 Project: W /^�f't . Orq ( yT Eng K� Pg Address: '�kWu(f w,,�, Ver. Client: Date: -:�0 O/+ Job No.31 bt) 1W'wYt�� M��riwiw ....�,.,�+ .. , R•,.craw++tror,AF't, �:;�t!1d'?fAk'? .. , .fi!lX�fiM eKxw . 4 I z Z w. QQ JU UO WH N L. wO J . L a =w } z �. Z° W w U o� wW U. O w z U= O z loft- r ww:> fo pert fl2= 64.4 2 V PAGo rr4K LUB�?rel �' R�. (wOPA'[ cow.? 'fr- ±! . 194 V. "F 6+R,w7w C4' 8" G0f w/ 2'/2 tA Mffi "OI e t "wtt J WMA 2� VP I x.(?2 F-Pf. wf = N = 10 z Z �w QQ JU UO Co O W= I .- . S2 LL wo L� � =w �_ F= O z F- 2: D o co 0 F- wW F- O. w z U= O F- z �: s wl Cf 200 ua� �ct� 'bow Vs � - FT g c1 3.1 8.561)/240.0. 4A, 3 .0 ( q� -im 5.32 W t o 0 w Zak : & w-1' 7 �,*T 1t0gZe - 1 c;oC)k (WW P-D WE M . r2 a�Q ®o �, � C2o� 3112 - l�• `�� MO `�" . I to off Armour Unsderfer Enaineerina 1 1345R SE 27th PI__ 20n_ nipiipvup_ Wo 9Rnn5 A ld251 R4d.n4d40 Project: WAr k . CIT�&S 1, KLZ�'� A�T 4 Eng. ��, Pg. 7iG� 5 V 3 Ver. Client: ' I .+ Date: 0 0 V L+ I to off Armour Unsderfer Enaineerina 1 1345R SE 27th PI__ 20n_ nipiipvup_ Wo 9Rnn5 A ld251 R4d.n4d40 Project: WAr k . CIT�&S 1, KLZ�'� A�T 4 Eng. ��, Pg. 7iG� Address: V W 1 WA Ver. Client: ' I .+ Date: 0 0 V L+ Job No. $ I6 Q try'#- 1�a�;grY'c'cti• * +:�:.�:.ds,,,,,,, .„>. - erwwue . '4's.� P �5 1 z Z �w QQ JU 00 co CO W wO �Q =d �w z OF' W W U� O - of-- w 2 H� �O w co O z - �G4 Poe\ vw-i-A- unit Y poor. 7ntgs Q"q = ?�e 0,C . MAO 'GoT�I, I,OW - 4 2.t9 ?a f 25 �� ? WOOD t�l,ll�L SCI = t & pT . W s q-2 KO f c ?- 6 FTC = 41 Vp z � S M _ A 51 21 5.5 par, l8� JW� s fVGMASO FOR skAw= 4tll- 9WI -3.;5 OsT5 . �Olgs f ww'V'IR r,D fog MOYOA 1� ©usQg t, sLeef ect Ovee, 4yrao ��s Armour Unsderfer Enalneerina A 13456 SE 27 PI.. 200. Bellevue, WA 98005 A (425) 614 -0949 Project: 1 H , 0 - r " 1 tt AMT�+ , Eng. �C. P9. Address: TR k W LA WA Ver. Client: ( CtA Date: �� Q� Job No. 8a �;.i �: ii r:iti;:i:w.i+i�: r da�dvYwir ;pi.�r'�f�`"�a� •i•� »SJk.�t`'f�' rt, Wa. a�wr.t z �U UQ W= 52 LL w 2 �. LQ CO CY =a �w z t- o w E- w U� co o w LL w U= O H z ml w MWA4, VAII TO 'Irws�� 15 �/n 4�/I Jogs vw�pwotj mwud �- /2 '40 1, = e l , - 2 i- W : -1"� tl�40 = 0. ?v W - w4' ffzl Ir . I r, r, J r. . t I r (� l uf� ?•l� mud P�'t'� ( �l,V(.� . ; 6yr* G 0,40 ""j t,-1 44x9� �p #-1 t Armour Unsderfer Engineering A 13456 SE 27'h PI., 200, Bellevue, WA 98005 A (425) 614 -0949 Project: W t4 � T I M � . Eng' Pg Address: O r*w u1) WA- Ver. Client: r Date: Ap Job No. ��o z w LY 0 N J X. C �. w uj = w z� I- O z I— w. U O -. OH w UJ ,H u. O. .. z w U CO); 0 F- z Lx i i -.067k -.067k -.067k -.067k -.067k -.067k -.067k Z S �. DQ� 2 JU 0 Cf) 0 W = J � N LL W� J U. a �a = W ' ZF- F- O Z F-' W �p U = U. LL ~O. lLi Z' O Z 0.2 0.2 Company Armour Unsderfer Engineering, LLC January 20, 2004 Designer K CHAN 10 :21 AM Job Number : 3180 WASH. CITIES INS AUTH. - SLEEPER DESIGN Che cked By: Global Steel Code ASD: AISC 9th AISI 99 Allowable Stress Increase Factor ASIF 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Redesign Sections Yes P -Delta Analysis Tolerance 0.50% Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress I STL 1 29000 1 11154 1 .3 1 .65 l .49 1 36 1 Wood Material Parameters Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density ksi ) (ksi) (ksi) (ksi) (ksi Cm Cr E mod Ratio 10 ^5 F k/ft ^3 W1l I HEMFRNO14X8 1 .975 1 .625 1 .075 1 1.35 1 1500 1 1 1 1 T.3 1 .3 1 .035 Sections Section Database Material Area SA SA 1(90,270) 1(0,180) Label Shape Label in ^2 (0 (90,270) in A4) (in ^4 EEPER HEMFRN01!4X8 W1 25.375 1.2 SL 1.2 1 25.904 1 111.148 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N1 0 0 0 N2 .75 0 0 N3 3.42 0 0 N4 6.08 0 0 N5 8.75 0 0 N6 11.42 0 0 N7 14.08 0 0 N8 16.75 0 0 N9 17.5 0 0 Boundary Conditions Joint Label X Translation Y Translation Rotation Win Win k- ft/rad N4 I Reaction I Reaction N6 I Reaction I Reaction Member Data Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length (dearees) Set TOM AVM AVM (in) (in) (ft) M1 N1 N2 ISLEEPER W1 Y .75 M2 N2 N3 SLEEPER W1 Y 2.67 M3 N3 N4 SLEEPER W1 Y _ J 2.66 M4 N4 N5 SLEEPER W1 Y 2.67 M5 N5 N6 SLEEPER W1 Y 2.67 _ M6 N6 N7 SLEEPER W1 Y 2.66 M7 N7 N8 SLEEPER W1 Y ^ 2.67 _ M8 N8 I N9 I SLEEPER I W1 Y .75 RISA -2D Basic Version 5.5 [C: \RISA \3180SLEEPER.r2d] Page Y z ~ w JU U U) o J = t` LD w w J LL Q U =) = �w z I— O z t— w w U� O� w W F_ P t6 O w z U= O t ' - z C9' t�Y Ce' 6o� ;t�!"'rTiY.'.tlrSdi''!,?kt'P; �rv��AFCLa `nf(1,eF'+.�nr.y�,»,... _ ,: +*.,wrYf4 A;'+.MWYJf f .*1 .�...�S! YES: ;:5(3�e'e". , �. 'St`ia'4kQ r.. 5•'.�'!M+� Company Armour Unsderfer Engineering, LLC January 20, 2004 Designer K CHAN 10:21 AM Job Number : 3180 WASH. CITIES INSUR. AUTH. - SLEEPER DESIGN Checked By: OWN— Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. Joint Loads /Enforced Displacements. Cateaory :None. BLC 7 : POINT LOAD Joint Label [L]oad or Direction Magnitude rplicnlaramant fk k -ft in rnrll N2 L Y -.067 N3 L Y -.067 N4 L Y -.067 N5 L Y -.067 N6 L Y -.067 N7 L Y =.067 N8 L Y -.067 Load Combinations Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 POINT LOAD I I I 1 1 1 1 1 Reactions, By Combination LC Joint Label X Force Y Force Moment (kl (k1 (k -ftl 1 N4 0 .235 0 1 N6 0 .234 0 1 Totals: 0 .469 1.952e -3 1 COG X:8.75 Y:0 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation finl finl frartiancl 1 N1 0 -.138 2.158e -3 1 N2 0 -.119 2.158e -3 1 N3 0 -.052 1.952e -3 1 N4 0 0 1.131 a -3 1 N5 0 .017 0 1 N6 0 0 -1.131 a -3 1 N7 0 -.052 - 1.952e -3 1 N8 0 -.119 - 2.158e -3 1 N9 0 -.138 - 2.158e -3 Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (kl ( kl (k -ft) RISA -213 Basic Version 5.5 [C: \RISA \3180SLEEPER.r2d] Page x ,w+ f z Z rz � JU U to o C0 w J = t– S2 w w 9-1 LLQ co) = �w z H ZO W W U� O - o t-- w HP LL O w z U CO) O z 1 1 1 1 1 1 1 • RISA -213 Basic Version 5.5 [C: \RISA \3180SLEEPER.r2d] Page x ,w+ f z Z rz � JU U to o C0 w J = t– S2 w w 9-1 LLQ co) = �w z H ZO W W U� O - o t-- w HP LL O w z U CO) O z Company Armour Unsderfer Engineering, LLC January 20, 2004 Designer K CHAN 10:21 AM Job Nu 3180 WASH. CITIES INSUR. AUTH. - SLEEPER DESIGN Checked By: Member Section Forces, By Combination. (continued) LC Member Label Section Axial Shear Moment (kl (kl lk -ffl Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M1 2 0 -.134 .268 3 0 -.134 .357 4 0 -.134 .446 5 0 -.134 .535 1 M4 1 0 .034 .535 1 1 M2 2 0 .034 .513 3 0 .034 .491 4 0 .034 .468 5 0 .034 .446 1 M5 1 0 -.033 .446 1 M3 2 0 -.033 .468 3 0 -.033 .491 4 0 -.033 .513 5 0 -.033 .535 1 M6 1 0 .134 .535 1 M4 2 0 .134 .446 3 0 .134 .357 4 0 .134 .268 5 0 .134 .179 1 M7 1 0 .067 .179 1 M5 2 0 .067 .134 3 0 .067 .069 4 0 .067 .045 5 0 .067 0 1 1 M8 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation (n) Uy Ratio (in) (in) 1 M1 1 1 0 -.138 NC 2 0 -.133 NC 3 0 -.129 NC 4 0 -.124 NC 5 0 -.119 NC 1 1 M2 1 0 -.119 477.359 2 0 -.102 643.075 3 0 -.084 978.813 4 0 -.068 1995.395 5 0 -.052 NC 1 M3 1 0 -.052 616.959 2 0 -.037 873.271 3 0 -.023 1412.689 4 0 -.01 3106.575 5 0 0 NC 1 M4 1 0 0 NC 2 0 .008 9286.762 3 0 .013 7070.891 4 0 .016 1 9573.301 5 0 .017 NC 1 M5 1 0 .017 NC 2 0 .016 _ 9573.301 3 0 .013 7 070.891 4 0 _ .008 9286.762 RISA -2D Basic Version 5.5 [C: \RISA \3180SLEEPER.r2d] z ~ w JU U O U) 93 CO CO U- 0 J IQ CO = �w Z i- O z H Uj w U� ON � l- wW �6O . z . w U= O z 1» «...i. +:, ;,.,C ?en.r�i Aa .�'iJ� .�tt P, �; � "vla`•rit.��d':�;3^tu�euQF�,: r ,: °..: a�.. �, vi1�l Lkz Company Armour Unsderfer Engineering, LLC January 20, 2004 Designer K CHAN 10:21 AM J ob Number : 3180 WASH. CITIES INSUR. AUTH. - SLEEPER DESIGN Checked By: Member Deflections, By Combination, Lcontinuedl LC Member Label Section x- Translation y- Translation (n) Uy Ratio [in) (in) Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bending bot (knh (ksh NO (ksi) 5 0 0 NC 1 M6 1 0 0 NC 2 0 -.01 3106.575 3 0 -.023 1412.689 4 0 -.037 873.271 5 0 -.052 616.959 1 M7 1 0 -.052 NC 2 0 -.068 1995.395 3 0 -.084 978.813 4 0 -.102 643.075 11 1 5 0 -.119 1 477.359 1 M8 1 0 -.119 NC 1 2 0 -.124 NC 3 0 -.129 NC 4 0 -.133 NC 5 1 0 1 -.138 NC Member Stresses, By Combination LC Member Label Section Axial Shear Bending top Bending bot (knh (ksh NO (ksi) .. RISA -2D Basic Version 5.5 [C: \RISA \3180SLEEPER.l2d] PageX30 z z �w Q 2 JU UO U 0 CO Lu J = CO W wO U-Q �D z �O z t- Uj 25 U� ON O l– WW F- �- O W z U CO P H. Z MM M .`_ ` .:� . : .��."n °1• ! '? u ! .x.'4..,. * a w''.ei:+$ , ..- .....+rc...,s..�ll�as.�...... .,. :SUawnwwv�..�.h,.•...,� 1 11 1 1 1 11. 1 1 11. -® 0 1 11 1 1 053 1 .. RISA -2D Basic Version 5.5 [C: \RISA \3180SLEEPER.l2d] PageX30 z z �w Q 2 JU UO U 0 CO Lu J = CO W wO U-Q �D z �O z t- Uj 25 U� ON O l– WW F- �- O W z U CO P H. Z MM M .`_ ` .:� . : .��."n °1• ! '? u ! .x.'4..,. * a w''.ei:+$ , ..- .....+rc...,s..�ll�as.�...... .,. :SUawnwwv�..�.h,.•...,� Company Armour Unsderfer Engineering, LLC January 20, 2004 Designer K CHAN 10:21 AM Jab Number : 3180 WASH. CITIES INSUR. AUTH. - SLEEPER DESIGN Checked By: Member Stresses, By Combination. (continued) LC Member Label Section Axial Shear Bending top Bending bot (kch (kQ11 IWI (ksi) Member NDS Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Eqn Message (e% (ttl 1 M1 .000 3 0 0 0 0 1 M2 .055 4 0 0 0 0 1 M3 5 0 0 0 0 Member NDS Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Eqn Message (e% (ttl 1 M1 .000 0 .000 0 3.9 -3 1 M2 .055 2.67 .042 0 3.9 -3 1 M3 .165 2.66 .084 0 3.9 -3 1 M4 .165 0 .021 0 3.9 -3 1 M5 .165 2.67 .021 0 3.9 -3 1 1 M6 .165 0 .084 0 3.9 -3 1 M7 .055 0 .042 0 3.9 -3 1 M8 .000 0 .000 0 3.9 -3 z �Z JU UO N 0: CO) = J CO u ,. wo J L¢ CO D T o w } l.— H. 1— O z t- w 2 5' U 0: O �. o t-- ww H LL O ..Z w UN H H. O Z . F . M 00'4 age- �oAO = D � IR11b - IP-2 fl / C T�( b?Aioll % to fl Vi `� 5 Of , D&M vio4 = � \\ 3 I �. 43,.�nu,OZ . FIF CE)C2 Z K 7-, to a to Armour Unsclerfer Enaineerina A 13456 SE 27th Pl.. 200. Bellevue. WA 98005 1 14251614-0949 Project: W f'r�E} �i { ?1 �� 1 1 Eng. 1 `C: Pg. Address: V�w�� Ver. !!'!, Client:.. ;. �,� Date: I Job No. z Z �W 00 M0 CO In J = F- N u- W U. 52 = w �_ t- O Z 1- W U 9 CO 0 1— wW F-� �- o W Z U CO), 1= _ o F- z > !!'!, - - ,,..,T•7yYE..... ,.-.: ar.. x: s . v......wo.+yVnrNkiF_vjlY.t7 i T„ - z Z �W 00 M0 CO In J = F- N u- W U. 52 = w �_ t- O Z 1- W U 9 CO 0 1— wW F-� �- o W Z U CO), 1= _ o F- z CIOY fro r q �?O I 1 ,°e) 00 coo g• I A _ ( �6Z> f ( 'f -0 4 01 o Armour Unsderter Enaineerina A 13456 SE 27th Pl.. 200. Bellevue. WA 98005 A 1425) 614.0949 Project: '� 4AlS H , Ct T ( ew7 � . OTH En VL P g Address: -MV � WA Ver. Client; Date: Job .z Z �w Q � J U. 0 0 0 . U J � �U w LLQ �D _d w z� �o z f- U� to o w � .z w U= ~O E-` Z Ver. Client; Date: Job .z Z �w Q � J U. 0 0 0 . U J � �U w LLQ �D _d w z� �o z f- U� to o w � .z w U= ~O E-` Z .z Z �w Q � J U. 0 0 0 . U J � �U w LLQ �D _d w z� �o z f- U� to o w � .z w U= ~O E-` Z Ceiling Soffits Soffits at Roof Gravity Design of Soffit I "I Soffit Weight: 5/8 Gypboard 3 PSF Metal i3racing Metal Studs 1.5 PSF Misc Wt. 1 PSF Wall Wt.= 5.5 PSF } Len Drywall = 7 FEET Len Studs = 8 FEET Ceiling per Arch _ Misc at Bott = 1 FEET , Wt / Foot = 34 PLF Try Number 10 Screws into 2x wood member (DF) Cap = Spacing = i i i .0 0 157 LBS Pullout 55.4 INCHES Conservative All Weight on One Track krmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. 4D Address: Tukwila, WA Date: Client: Driftmier Architects Job No.: 3180 z ., z D UO U) o to Lu J = f-. co u- w O q J LL Q. U) : = CY, w zF- �O Z w � o U O �:. 0 H w � �, LL O .. z W U� O z 29.1 Use: 3 No. 10 Screws to blocking Armour Unsderfer Engineering, 13456 SE 27 PI., Ste. 200 Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. 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S LL: w Z: UN Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DU_E TO. THE QUALITY OF THE DOCUMENT. ' V CD r-i- 0o N o O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DU_E TO. THE QUALITY OF THE DOCUMENT. WC.LA REMODEL Index of Detail DETAIL5 ARE INDICATED ON THE CONSTRUCTION DRAWING5 AND IN THE DETAIL BOOK WITH (2) TWO NUMBERS WITHIN A DETAIL 13UB13LE. THE TOP NUMBER INDICATES THE DETAIL NUMBER AND THE LOWER NUMBER INDICATE5 THE 5ECTION IN THE DETAIL BOOK IN WHICH THE DETAIL 15 LOCATED (5EE BELOW). A 5HEET NUMBER MAY BE NEXT TO THE DETAIL BUBBLE 15 IT 15 LOCATED ON ONE OF THE CONSTRUCTION DRAWING 5HEET5. 0 GENERAL 0/1 PLYWOOD 51GN 1 51TE WORK 1/1 ACCE55113ILITY RAMP 2/1 BARRIER FREE SYMBOL 3/1 BARRIER FREE 51GN 4/1 EXTRUDED CONCRETE CURB 5/1 EXTERIOR CONCRETE JOINT5 6/1 — 7/1 — 5/1 TRASH ENCLO5URE ELEVATION 911 TRASH ENCL05UKE 5ECTION 10/1 — 11/1 MONUMENT 51GN 12/1 MONUMENT 51GN 13/1 51GN TRELLIS 5CREEN 14/1 — 15/1 PATIO PAVEK5 16/1 BICYCLE RACK 2 FOUNDATION DETAIL5 1/2 ENTRY MONOLITHIC SLAB 3 EXTERIOR CONDITION5 1/3 NEW CANOPY ELEVATION 2/3 NEW CONCRETE COLUMN ELEVATION 3/3 COLUMN 5ECTION 4/3 COLUMN 5ECTION 5/3 CANOPY TRELLI5 SCREEN 1 z �W. _3 00 (00 co w J = CO U. w u¢ cl) = W z� �O z �- �o U O N wW F-, U u- ~O ui z co z I 2 44 ..� „� 6/3 CANOPY BEAM END 7/3 ALTERNATE ENTRY (ALT. A4 & A5) 8/3 ALTERMATE A5 ENTRY AWNING 9/3 AWNING BEAM END z 10/3 ALTERNATE A4 ENTRY SECTION z 11/3 ALTERNATE A4 ENTRY R.C.P. 12/3 WALK PAVERS D 00 4 ROOFING, MOISTURE AND THERMAL PROTECTION w w 1/4 CANOPY GUTTER DETAIL J F 2/4 R00 G LE END w 0 3/4 ELEVATOR ROOF u. 5 WINDOWS = d 115 EXTERIOR WINDOW SCHEDULE Z m 2/5 EXTERIOR WINDOW TYPES 0 3/5 STOREFRONT DETAILS w ~ w 4/5 INTERIOR RELIGHT SCHEDULE v o 5 a/5 INTERIOR RELIGHT TYPES 0 co 5b/5 INTERIOR RELIGHT TYPES 0 6/5 TENANT ENTRY SECTION uJ v 7/5 STOREFRONT DETAILS U. p ..z w 6 DOORS 1a /6 POO CHEDUL z z Clb6 DOOR S H 0 1c /6 DOOR SCHEDULE NOTES 216 DOOR TYPES 316 INTERIOR WOOD DOOR DETAILS 7 INTERIOR CONDITIONS 1/7 SUSPENDED A.C.T CEILING 2/7 SUSPENDED GYP CEILING 3/7 SEISMIC COMPRESSION STRUT 4/7 CEILING TO WALL DETAIL 5/7 LIGHT TIE DETAILS y 6/7 SUSPENDED CEILING NOTES 7/7 PARTITION BRACING 8/7 LOBBY CEILING DETAIL' 9/7 2ND FLOOR LOBBY CEILING DETAIL: 10/7 FLOOR TRANSITION DETAIL 11/7 ALTERNATE TENANT ENTRY SECTION (ALT. A10) 1217 ALTERNATE TENANT ENTRY PLAN (ALT. 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STALLS SHALL BE GON5TRUGTED TO MEET ALL REGUIREMENT5 OF STATE BUILDING GODE SECT. 1107. � ACCESSIBILTY RAMP The 7983 Leary flay NE DATE 0 5/04/04 Driftrnier Redmond, WA 98052 BY (425) 881 -7506 A[c]ite&v' P. s. melledriitmier.com JOB 20312.00 Z *_— Z �w Q � JU 00 NO J = F— t2 LL w LL cf)d = w H Z � w O 2� cl ON 0H w 111 = L u 0 . Z w co O Z !$�4 taT .1..:i„;i -' :s:.it idli'i..t t.�,.,. .. ,wa:r� :: ,ar:,'._s+.1•.av�� �, '�+�4, :.... ms.. >. Meee ,'..Ar ,....�. w:,.... m.r ... ... -... .,,.�..-- r.- ..z...,a..._. ......�..... — '�:L...:.��. � o O - I N Q 4 d 0�'Oi + .� r 1 + . , •[�� � i��f n1 �rit3 r. r .r- , 1$• � iia,tf Itrct?ustt#1( t 1 $1« s �: N i �S 8 � f�� tt AGGE551BLE LOW PER DETAIL 2 I .. I� / S �1�itr3t ��t.SSrf��:. ; � r• &'_O" wo • I I 6" CURB — —PAINTED WALKWAY 5TRIPIN6 -t NOTES: I. TEXTURING OF CENTER RAMP TO BE BRUSHED GONG. PARALLEL W/ STREET TO PROVIDE HIGH FRICTION SURFACE. 2. USE "TRUNGATED" DETECTABLE WARNIN65 ON HATCHED RAMP AREA. 5. 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PANEL --3 —5TOREFRONT COLUMN 51M. INSERT P.T. 2x BLOCKING @ OPENINC7 BACKER ROD 4 SEALANT ( ) 5EGTION @ GONG. PANEL ���� STOREFRONT DETAILS The 7983 Leary Way NE DATE 05/04/04 Driftinier Redmond, WA 98052 BY KYL (425) 881-7506 - Ardgd� p maflodflftWer.com _ JOB 20312.00 (E) PV FRAME kv STOP BOTH 51VE5 v GL BATT SOUND IN50L. MTL. 5TLV TRIM PIECE TO MATCH (E) WINDOW MULLION PV SHIM GONG. PANEL BEL BACKER ROD 4 5EALAN I I AGOU5. 4 iN9JL 6L. STORE FRONT 5TOREFRONT GOL" 51M. 5EGTION @ GLAZING NEW (E) 2x FURRING G WB BOTH 51DE5 (E) I W9J L. BATT 5OUND IN5UL. MTL. 5TUP YV 5HIM F-: Z U 00 co cl co w J M J F- !2 U- w 2 � 9 :3 LL F- W 3: Z �- �- 0 z I-- W LLJ 25 D0 Uto o ff Lu ul u. 0 Cd z cf) 0 z w M Z O P v a DOOR FRAME } b 0 M wax wI Q 3 a ° moo x(99 w Z _ o 3 H = c� = W Z Y v H g M _ N LL Q w _ N ti WCIA SPACE ` 21 EXECUTIVE DIRECTOR E 3' -0" 7' -0" 1 -3/4" 5C ST. WD ST. HW 12 3 22 ADMIN. PEP. DIP, E 3' -O" T -0" 1 -3/4" SC ST. WD 5T. HW 12 3 23 CLAIMS MANAGER E 3' -0" 7' -0" 1 -3/4" SC 5T. 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DOORS REQ'D TO BE BARRIER FREE SHALL HAVE LEVER HANDLED LATCH SETS. 4) .CLOSER REQ'D. MEET BARRIER FREE OPERATION FORCE REQUIREMENTS. 5) MAX. THRESHOLD TRANSITION TO BE 1/2" VERT. W /SLOPING FACE, OR 1/4" MAX. TYPICAL AT ALL DOORS. 6) "ALL NEW EXTERIOR DOORS SHALL BE ALUMINUM, FACTORY FINISHED AND HAVE INSULATED, ALUMINUM FRAMES. GLAZING SHALL BE DOUBLE DBL. PANE PER MFR. TO MEET ENERGY REQUIREMENT5. ............ .................... . 7) PANIC HARDWARE. t 8) BARRIER FREE PUSH /PULL HARDWARE, NO LATCH SET. 9) . RELOCATED EXTERIOR DOOR FRAME WITH NEW DOOR & CARD ENTRY SYSTEM INSTALLED. ' 10) NEW EXTERIOR DOOR IN EXIST. STOREFRONT FRAME WITH NEW CARD ENTRY SYSTEM INSTALLED. _ ................. ...................... ............................... . 11) INSTALL CARDED ENTRY SYSTEM. 12 ELECTRO- MAGNETIC HOLD OPEN TIED TO FIRE ALARM SYSTEM. 13):ON EXISTING DOOR FRAMES, PAINT IF PAINTED, OR STAIN & VARNISH IF NOT PAINTED. 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HANGER WIRES ATTAGHED TO FIXTURE 4 ANGHORED TO 5TRUGT )RE I - - LIGHT FIXTURE GYPSUM BOARD GEILINCa OR AGOUSTIGAL GEILING, WHERE OGGUR5 L I OHT F I XTUR.E LIGHT TIE DETAIL S 1/211=jo_ if �!E_ The 7983 Leary Way NE DATE 05/04/04 Drifltrmier Redmond, WA 98052 BY PRR (425) 881 -7506 A1di%A% R matledri Wer.com JOB 20312.00 Z W � �v UO U) o J = CO LL WO LL? 52 c% = W F_ W zF- F- O z I_ W 25 U ON off W W �- O .z w O z I. PROVIDE 12 GA. (MIN) HANGER WIRES ® 4' - 0" O.G. ALONG MAIN RUNNERS. 2. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND GRO55 RUNNERS WITHIN 8" FROM THE SUPPORT AT THE PERIMETER OF THE CEILING AREA, WIRES SHALL NOT HANG MORE THAN I IN 6 OUT OF PLUMB. 3. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR EQUIPMENT. PROVIDE TRAPEZE OR OTHERS SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUGTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, 5OFFIT5 OR DISCONTINUOUS AREAS. 4. CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/4" FREE OF OTHER WALLS. 5. AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR GRO55 RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTIONS BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. WHERE THE PERPENDICULAR P15TANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER 15 12" OR LESS, TH15 INTERLOCK 15 NOT REQUIRED. 6. PROVIDE 5ET5 OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED q0 DEGREES FROM EACH OTHER AT 8 FEET BY 12 FEET ON CENTER. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE SPACING FROM EACH PERIMETER. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS PO551BLE WITH THE DIRECTION OF THE FORGES ACTING ON THE WIRE. 7, SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRAGED DUCTS, PIPES, CONDUIT, ETC. 8. FLUSH OR REGE55ED CEILING LIGHT FIXTURES OR AIR TERMINALS OR 5ERVIGE5 WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY 5Y5TEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. q, ALL FLUSH OR RECESSED CEILING LIGHT FIXTURES OR AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LE55 THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE WIRES AND THEIR ATTACHMENTS MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 10. SUPPORT SURFAGE- MOUNTED LIGHT FIXTURES BY AT LEAST TWO PO51TIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE BY A 12 GA. WIRE. SPRING GLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. 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OR GREATER G STUD. PARTITION BRACING 1 1-01 The 7983 Leary flay NE DATE 05/04/04 Driftrmier Redmond, WA 98052 BY PRR (425) 881 -7506 Architects, p a mailO&Mmier.com I JOB 20312.00 z w o QQ f 2 JU 00 N J = f- �LL WO LL ¢ U) D = �W z I- F- O z F- U� O� o�- W U' u. ~O LLI z U= O Z '`t ,�iR?:tYlM. '�' �i�i1h, 6X9�7Mtp'R'Wi�R�kAintrGwrvx+i..w _ _ r�. :..u..- azv+..•.t�+a: �Ieax:;�eru.�ah;.vn*v.. +�uw „ ;.. 1 --ATTACH TO 5TRUGT. W/ POWER DRIVEN OR EXPAN51ON TYPE ANCHORS O TWO 12 GA. WIRES ® 8' O.G. OR TO RE515T 5 P5F 450 TRANSVERSE LOAD. ATTACH WITH HAND WRAPPED TIGHT GEILIN LOOP5. ATTACH TO MAIN RUNNER OR PERPENDICULAR TO PARTITION MAX PARTITION HT — 10' —O" MAX PARTITION WT — 15 L55 P5F okTTAGH TO 5TRUGTURE AND TO PARTITION W/TWO #5 5GREW5. ONE RIGID BRACE @) V O.G. 0R TO RE515T 5 P5F TRANSVERSE LOAD. ALTERNATE SIDES. BRAGE5 SHALL BE DOUBLE BACK TO BACK OR NESTED A5 REQUIRED FOR PLENUM HE16HT TO 10'. BRAGE5 NOT REQUIRED WITHIN V OF INTER5EGTIN6 PARTITIONS. 1ATERIAL FOR PLENUM HEIGHT UP '0 5' -0 ": 1 -1/2" X 16 GA. :OLD ROLLED CHANNEL OR 7/8" HAT CHANNEL OR 1 -5/5" X 25 GA. OR GREATER G STUD. PARTITION BRACING 1 1-01 The 7983 Leary flay NE DATE 05/04/04 Driftrmier Redmond, WA 98052 BY PRR (425) 881 -7506 Architects, p a mailO&Mmier.com I JOB 20312.00 z w o QQ f 2 JU 00 N J = f- �LL WO LL ¢ U) D = �W z I- F- O z F- U� O� o�- W U' u. ~O LLI z U= O Z '`t ,�iR?:tYlM. '�' �i�i1h, 6X9�7Mtp'R'Wi�R�kAintrGwrvx+i..w _ _ r�. :..u..- azv+..•.t�+a: �Ieax:;�eru.�ah;.vn*v.. +�uw „ ;.. SUSPEND AND BRACE PER STRUCTURAL. 2 , - 411 5 5/8" STEEL STUDS —� + + i ++ 6" SUSPENSION MTL. TRIM 5/8" GWB LIGHT FIXTURE O A.G.T. - _ + MTL ANGLE 518" GNB P -5 1' -0" I 1' - 5 " 5 5/8" STEEL STUD CLIPRAIL WOOD SLAT CEILING SYSTEM N/ FELT BACKER GNB ND EDGE TRIM FLUORESCENT LIGHT FIXTURE 2 1/2" STEEL STUD N/ 1/4" PLND O NM-F- OR - -' 1/2" VENEER �p PLND N/ EDGE BAND ® TOP 6" MTL. 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OVER SHEET VINYL LOORING TYP. 5UBFLOOR nr 7983 Leary flay NE DATE 05/04/04 D&tnier Redmond, WA 98052 BY PRR (425) 881 -7506 ArdAect% E s. maU@drittmier.com JOB 20312.00 Z �w �U UO CO) U W= J I-- CO LL w 0 Q � LL Cl) d s Z� E- 0 w W W U� O -. o � wW 7:U � 0 111 Z UN 0 Z 4 21/4 u CHAIR RAIL 081623 W.M. -A 1/4" R EA5EI EDGE5, TYP. 3/4" 1/5" R/ EA5ED EDGE5 WHERE EXP05ED W.M. -B 5/8" m J WD. BASE 0131063 W.M. -C VARIE5 m VARIE5 u� GA5EV OR MOLDING W.M. -E NOTES: I. WD. 5PEGIE5 FOR 5TAINED WD. WORK TO BE RED OAK. 2. WD. 5PEGIE5 ON PAINTED MILLWORK 8 WINDOW TRIM TO BE PAINT GRADE HARD WD. OR M.D.F. 3. M.D.F. MILLWORK 5HALL BE SANDED BETWEEN GOATS OR SEAL A5 REQD. TO CREATE A SMOOTH FIN15HED 5URFAGE OF UNIFORM 5HEEN. 4. PROFILE NUMBER5 ARE FOR 5TD. 5HAPE5 A5 FOUND IN OB WILLIMA5 GATALOG. WD MOLDING SCHEDULE sc AI.E: I Tbe 7983 Leary flay NE DATE 05 /04/04 Drifter Redmond, WA 98052 BY KYL �� �.^ (425) 881 -7506 �CL% P. S mandrittmier.com JOB 20312.00 z Z �w 2 D 00 N 0 J � fA LL,. W O. 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WALL p, P -I, TYP. - 2' -II" 2' -II" , I' - 6 " 3 BEYO D KAL 8 � PL -I cv B-I BA5E 0 CLC Y M ■ ■l BKr M 1 !7r'\ ■rr ■ ■■ /w hiftmier Redmond, WA 98052 BY DRS Id9.KI RRI -TRAR 11911111 , go .z• -.ide: x4cwsX.MY4 M] PL -2 ON UPPER GABINETS --� T -1 TOP --� COUNTER PL-1 PL -I MTL BRACKET 0 z i '~ w �U UO w NLL w 2� J uQ N� = �w z f- HO z W w U O co, o E- WW u' O ..z W U= 0 z — PL -1 5PLA5H (BID ALT. 12 AND GOUNTERTOP) — GOUNTER TOP, 5PLA5H d E06E5 NOTE: INSULATE HOT WATER & NA5TE PIPING BELOW VANITY. T -1 TILE GOUNTER AND N051N6 (NO 5PLA5H) d' 3/4" MARINE PLWD GOUNTER, OR MDF PLAM) LL: u: O O CV MTL. ANGLE SUPPORT FOR TILE ACCESSIBLE COUNTER SCALE: 12 1 1/2' = V-0' 01 The 7983 Leary flay NE DATE 05/04/04 Driffmier Redmond, WA 98052 BY >DR5 (425) 881 -7506 A R S manodriftmier.com JOB 20312.00 z ~ W 0 0 co J � CO) LL. WO J u. co o = �W z �O z F-- W W U O - W � �. �O ui z U= O z i � 61M. GOUNTER ® LAV. 51 NK / YA O i MTL. ANGLE O SUPPORT FOR TILE 2 1/2 "x2 1 /2 "xi /4" 5TL. ANGLE WELD @ q0 GORNER (LAG O BOLT TO DBL. 5TD IN WALL), PROVIDE ® FREE END OF GOUNTER A NOTE: INSULATE HOT WATER & NA5TE PIPING BELOW VANITY. T -1 TILE GOUNTER AND N051N6 (NO 5PLA5H) d' 3/4" MARINE PLWD GOUNTER, OR MDF PLAM) LL: u: O O CV MTL. ANGLE SUPPORT FOR TILE ACCESSIBLE COUNTER SCALE: 12 1 1/2' = V-0' 01 The 7983 Leary flay NE DATE 05/04/04 Driffmier Redmond, WA 98052 BY >DR5 (425) 881 -7506 A R S manodriftmier.com JOB 20312.00 z ~ W 0 0 co J � CO) LL. WO J u. co o = �W z �O z F-- W W U O - W � �. �O ui z U= O z WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS A. GENERAL I. PER 101.3.2.1 OF THE WASHINGTON STATE ENERGY CODE "ADDITIONS TO EXISTING BUILDINC75 OR 5TURCTURE5 MAY BE MADE TO SUCH BUILDIN5 OR STRUCTURES WITHOUT MAKING THE ENTIRE BUILDING OR STRUCTURE COMPLY, PROVIDED THAT THE NEW ADDITION5 SHALL CONFORM TO THE PROVISIONS OF TH15 CODE. PROVIDE IN5UL. d UP6RADE5 AS REOD. 2. ELECTRICAL RE515TANCE HEAT 15 NOT ALLOWED ON TH15 PROJECT. A.I INSULATION I. THE BUILDING 15 EXI5TINCG. CONTRACTOR SHALL MEET THE ENERGY CODES APPLICABLE TO ADDITION. FILL ALL EXTERIOR WALL CAVITIES W/FULL DEPTH IN5UL. AND VAPOR BARRIER WHERE EXP05ED DURING CONSTR. 2. THE EXISTING CONCRETE ON -GRADE FLOOR SLAB HAS NO INSULATION UNDER IT OR AT THE PERIMETER. PROVIDE R -10 RIGID IN5UL. AT EDGE OF NEW SLAB. A.2 GLAZING. 1. EXI5TIN6 WINDOW5 ARE WOOD WITH INSULATED GLAZING PANELS. REPLACEMENTS SHALL USE IN5UL. GLA55 OF SAME OVERALL THICKNESS. 2. NEW GLAZED DOORS AND HINDOH5 HILL HAVE A MAXIMUM U- FACTOR OF 0.50 NEW 5KYLIGHT5 WILL HAVE A MAXIMUM U- FACTOR OF 1.25. ENERGY NOTES 7983 Leary Ray NE Redmond, RA 98052 (425) 881 -7506 mallPdriftmier.com .�6'fIAY& '��t•'�S.�s'+�'A��� ,., „ .nin. wrr agT�SS+ wM;+ rq. r. �n�!' ?�"�sZlp'1;f R 1�t„?t!YN4r+4''.n'� ., .. .. fd^-► z �Z �w ¢¢ J 00 yD J = H cl) u 0 IL N _ �w z� i— O w 25 U O� D F— w uj L —0 .z w U =. O z A.3 MOISTURE CONTROL. I. PROVIDE NEW VAPOR BARRIER IN THE EX15TING CONSTRUCTION WHEN EXP05ED DURING CONSTRUCTION. WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS ` B. BUILDING ENVELOPE COMPONENTS - TARGET UA i B.I NEW EXTERIOR WALL SYSTEM I. 2X6 WOOD 5TUD5 WITH R -II BATT IN5UL. PROVIDE VAPOR RETARDER ON WARM SIDE. 5.2 NEW ROOF 5Y5TEM I. PROVIDE R21 BATT INSULATION IN THE ELEVATOR SHAFT ROOF. PROVIDE VAPOR RETARDER ON WARM SIDE. NO VENTILATION REOD. B.3 NEW SLAB ON GRADE I. R -10 RIGID INSULATION AROUND SLAB PERIMETER. 5.4 GLAZING OF HEATED ENVELOPE I. GLAZING PERCENTAGE 15 38% AND THE MAXIMUM U- FACTOR FOR VERTICAL GLAZING 15 0.50 AND THE MAXIMUM U- FACTOR FOR OVERHEAD GLAZING 15 1.25. MAXIMUM 5H6C 15 0.45. 2. WINDOW GLAZING IS CLEAR DOUBLE PANED LOW -E GLA55 (OR AS NEEDED TO MEET 'U' AND '51 -160 WITH A I" TOTAL THICKNESS. GLAZING IN DOORS IS CLEAR DOUBLE PANED TEMPERED 6LAS5. 5.5 VAPOR RETARDERS I. PROVIDE VAPOR RETARDERS ON ALL EXTERIOR ENVELOPE COMPONENTS AND SEAL ALL JOINTS. INSTALL VAPOR RETARDERS ON THE WARM 51DE OF INSUL. (WINTER CONDITION). ENERGY NOTES SCALE: NONE E14 Ile 7983 Leary Way NE DATE 05/04/04 Driftmier Redmond, RA 98052 BY RN5 / KL (425) 881 -7506 Archb& , P.S maNdMmier.com JOB 20312.00 z ~ W WV UO 0 W= J � �LL w J LL j. CO = w f- _ ? F- ZO W w co U� o w u- 0 W z U= O�. z 1110511 01911111! 4f�,crmc.4t7%k xyr :4tkri�•T,•van nA+7+?tE+n'wmft� �� i.� s...��k.i.�:.. i.c..: .•: , ,. - , . ... „„f' - yv , ie ' :::lei x .J : ..: J+.^ 16. .4i+:.r:+".�.��..«:.'ou+xe,.�ta ... : �: cYv. iimc- :_?,i.�..a:w " « .i.. } .. • :.�A: Mr`aafi•�ty 1 I f Z I. ALL ELECTRICAL WORK 15 UNDER SEPARATE PERMIT AND 15 TO BE BIDDER w DESIGNED. WORK SHALL COMPLY WITH ALL APPLICABLE CODES INGLUDING BUT v NOT LIMITED TO WASHINGTON STATE ELECTRICAL CODE AND THE WA51-1INGTON STATE ENERGY CODE, AND ALL GODE5 AND REQUIREMENTS ADOPTED BY THE 00 N D CITY OF TUKWILA. BIDDER TO OBTAIN AND PAY FOR PERMITS. co 2. ALL WORK, WHILE BIDDER DESIGNED, MUST ADHERE TO ALL REGuREMENT5 OF N u- !' THE CONSTRUCTION DOCUMENTS INGLUDING THE TECHNICAL SPECIFICATIONS AND w O 1 THE 51TE ELECTRICAL DRAWINGS. Ej 5. WIRING METHODS MAY BE AS PERMITTED BY "CODE" AND INSTALLED PER "NED" D - •. INSTALLATION STANDARDS. = w t- 4. COORDINATE ALL OUTLETS, PHONE AND DATA JACKS LOCATED NEAR ? t-" CASEWORK OR FURNITURE. LOCATE WITHIN CABINETS. ABOVE GOUNTERTOP5 OR Z 0 UNDER COUNTERS AT KNEE 5PAGE5 AS DIRECTED BY ARCHITECT. ALL OTHERS W SHALL BE 15" ABOVE FIN15H FLOOR IN ALL5 UNLE55 NOTED OTHERWISE. ALL 0 ' OUTLETS IN OPEN FLOOR AREA SHALL BE INSTALLED IN RECESSED BOXES WITH v co COVER PLATE5 FLUSH TO FIN15H FLOOR. p F 5. ALL ELECTRICAL AND LIGHTING DE51GN SHOP DRAWINGS TO BE SUBMITTED TO_. v a! ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION u. ~O 6. ALL DEVICES TO BE SPECIFICATION GRADE. v cn ~ O Z r ELECTRICAL NOTES SCALE 1 NONE ;� nie 7983 Leary Ray NB DATE 05/04/04 DriftrrAer Redmond, WA 98052 BY KL (425) 881 -7506 ArebutecL% mall @dditmier.com I JOB 20312.00 S• m: we�vmn - 3tht'l "" "�nl r r WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA CID Type I Location & Type CID Catalogue Number V. Lamp Notes E5 Ev ExceLine GF3- H- 70LXL -BRW -PCB 2 �� c� Wall mtd. up light F1 Offices, etc. Lightolier VPA2G29PR232120SO 120 (2) 32W T8 General 24amp Parabolic, Drywall kit where req'd. Qty in j ] for N.I.C. tenant spaces C WCIA Offices, etc. Lightolier 4-4 - d m # *C CD WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA CID Type I Location & Type CID Catalogue Number V. Lamp Notes E5 Ev ExceLine GF3- H- 70LXL -BRW -PCB 2 �� c� Wall mtd. up light F1 Offices, etc. Lightolier VPA2G29PR232120SO 120 (2) 32W T8 General 24amp Parabolic, Drywall kit where req'd. Qty in j ] for N.I.C. tenant spaces F2 WCIA Offices, etc. Lightolier 4-4 Cd d General 34amp. Drywall kit where req'd. tz *C 9 O 120 (1) 32W T8 Wall wash fixture, set of 3 fixtures -12 ft. long. � n Lightolier o n o 8" wide parabolic down light. Drywall kit where req'd. F5 U3 r PS-W1 -4-I-E81 -MEDIUM BRONZE 120 (1) 32W T8 N F6 � Lightolier CWBX217 _V [ballast] 120 (2) 17W T8 F7 WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE Type I Location & Type Manuf. Catalogue Number V. Lamp Notes E5 Monument Sign ExceLine GF3- H- 70LXL -BRW -PCB 2 120 Wall mtd. up light F1 Offices, etc. Lightolier VPA2G29PR232120SO 120 (2) 32W T8 General 24amp Parabolic, Drywall kit where req'd. Qty in j ] for N.I.C. tenant spaces F2 WCIA Offices, etc. Lightolier CFS2PGW332- 120-SO 120 (3) 32W T8 General 34amp. Drywall kit where req'd. F3 Toilet Walls Lightolier PTS7148 120 (1) 32W T8 Wall wash fixture, set of 3 fixtures -12 ft. long. F4 Toilets & Records Lightolier VPS8G10MR132- 120-S0 120 (1) 32W T8 8" wide parabolic down light. Drywall kit where req'd. F5 General Wall Mtd. Lightolier PS-W1 -4-I-E81 -MEDIUM BRONZE 120 (1) 32W T8 Linear up -light with pert. Screen F6 ITbilet Rooms Lightolier CWBX217 _V [ballast] 120 (2) 17W T8 F7 Strip Light Lightolier SN4S132HPF - wit - ball - NASYC40 CSP 120 (1) 32W T8 Strip light fbr cove and indirect lighting w/ asymetrical reflector F8 Utility Strip Light Lightolier SW4S232HPF -volt -ball 120 (2) 32W T8 24amp utility strip fixture F9 Under Cabinet Lightolier TCU40W 120 SO BPR 120 (1) 32W T8 F10 Surface Fixture Lightolier JS4A232 120 SO 120 (2) 32W T8 120 X1 Exit Sign & Light Lightolier LT N -U-G W 120 1 jWhite housing and green stencil X2 Emergency light Lightolier E2 2 50L H12 W 120 lWhite housing 1,17 7 _ ;, �! NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ' THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Y . 4 .' •�F x �s Z C rn x ADMINISTRATION CENTER REMODEL co LIGHT FIXTURE SCHEDULE CO Location & Type s�0 C.4 Catalogue Number V. Lamp Notes m :q q Elevator Lobbies, m � 3700- F- 120V- OA -LBP /CMF- -2 CC) (4) CFT13W/ S W N C� tz to tz l=J A A2 Conference, Z � rn 3701- F- 120V- OA -LPB /CMF- 120 O 24" Dia. Surf. Mtd., Brushed alum. w � O N � knobs, fins & rods, dimable ballast B1 Lobbies/ Winona 4302- F- 120V- OA -MPB -STD 120 (2) CFT13W/ WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes Al Elevator Lobbies, Winona 3700- F- 120V- OA -LBP /CMF- 120 (4) CFT13W/ 24" Dia. Pendant, 18" overall ht., Pendant MOD GX23 Brushed Alum. knobs, fins & rods. A2 Conference, Winona 3701- F- 120V- OA -LPB /CMF- 120 (2) CFT13W/ 24" Dia. Surf. Mtd., Brushed alum. Ceiling Mounted MOD GX23 knobs, fins & rods, dimable ballast B1 Lobbies/ Winona 4302- F- 120V- OA -MPB -STD 120 (2) CFT13W/ Corridors, Wall G)23 Sconce C1 Lobby/ General Lightolier 7132BU/8037CLW 120 (1) 32W TRIPLE Compact Flour. Downlight in ACT TUBE C2 General Lightolier 7132BU/8037CLW 120 (1) 32W TRIPLE Compact Flour. Downlight in GWB TUBE C3 General Lightolier 7132BCU/8087CLW 120 (1) 32W TRIPLE Dimmable Wall Wash Downlight in TUBE ACT C4 First Floor Soffits Lightolier C4LV CCD 120 (1) 50 W MR16 Dimmable, 4" aperture, adjustable CS First Floor Soffits Lightolier C4LV CCD 120 (1) 50 W MR16 4" aperture, adjustable D1 Conf./ Training Lightolier 7132BU/8087CLW 120 (1) 32W TRIPLE Wall Wash Display Flour. Downlight in Room TUBE ACT D2 Conf.1 Training Lightolier 1102P1/1123WH 120 (1) 15OW PAR Dimmable and adjustable eyeball Room 150 E1 Entry Canopy Excel-ine SP- A- 10- 2 -HA -NA WL -1 120 (1) 100W T-6 Wall mtd. up light at canopy; perferrated shield. E2 Exterior Building Kim Lighting 6350- 100mh120 120 10OW MH Flush mounted well light Fins E3 First Floor Soffits Lightolier RETROFIT SOFFIT TYPE 120 (2) 32 W TRIPLE EC TO FIELD VERIFY EXISTING FIXTURE. TUBE DIMENSIONS E4 Parking Lot Light Gardco Gull G18- 1- 4)aJO- 400HPS- 208 -BRP- 120 400 WATT HIGH Distribution & options per elect. plans Wing PRESSURE & specifications SODIUM NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I. VERIFY LOCATION OF ALL HVAG DIFFUSERS 4 GRILLE5 WITH ARCHITECT PRIOR TO INSTALLATION. 2. PROVIDE RETURN AIR 65RILLE5 AND DUCTS. RUN TO HALLWAY AND f CONNECT TO CENTRAL AIR RETURN DUCT. 3. CONNECT DIFFUSERS TO NEW VAV BOXES. CONTROLS TO BE DONE BY 0 WNER'5 MECHANICAL CONTRACTOR. DIFFUSER BALANGING BY CONTRACTOR. 4. MECHANICAL PERMIT HAS BEEN APPLIED FOR BY ARCHITECT. CONTRACTOR SHALL COORDINATE APPROVAL, PERMIT ISSUANCE AND ALL READ. INSPECTIONS. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL. MAKE CORRECTIONS PRIOR TO INSTALLATION 5. THE EXI5TING FIRE 5PRINKLER SYSTEM 15 TO BE ADJUSTED FOR THE REMODELED SPACE BY CONTRACTOR. INSTALL NEW SPRINKLER HEADS PER PROJECT MANUAL. SEGURE AND PAY FOR ALL PERMITS FOR SYSTEM REVISION AND INCLUDE IN BID. MECHANICAL NOTES „"'�' ` 14 The 7983 Leary Way NE DATE 05/04/04 Dr tinier Redmond, WA 98052 BY RN5 (425) 881 -7506 ArChlect% P. S mdledrIftmler.com JOB 20312.00 FAAF aa4, .... R» m. marryvw.' w:: �::” r'...=+ r"—° �• °.•:= lir•.w"..•,S3m �r±+�ci*" `. z �_- Z w QQ � JU 00 cl) C0 LU J = H �u- w LLD =w z H. E- O. w 25 U O� o�- w w u' O w z U =: O Z i ' � Z ILOCATION IMANUFACTURERIPRODUCT COLOR/FINISH INOTES �� rn b PAINT FINISH STANDARD SHERWIN 0 USE 5EM1 -GLOSS WALLS WILLIAMS Z AUTUMN 13LONP CD P -2 Z ACCENT SHERWIN m USE 5EM1 -GLO59 m a B � n t3 C w vi m ® WET AREAS 3 - , z cm PAINT FIN15H CEILINGS SHERWIN 9.4 K 9 WILLIAMS VELLUM ® WET AREAS O Z WINDOWS SHERWIN w N O N � ® WET AREAS WP -1 VINYL WALL COMMON AS SELECTED 5Y 131P ALT. A9 MARK TYPE ILOCATION IMANUFACTURERIPRODUCT COLOR/FINISH INOTES PAINT & WALL FINISHES P -1 " PAINT FINISH STANDARD SHERWIN COLOR 1120 USE 5EM1 -GLOSS WALLS WILLIAMS AUTUMN 13LONP ® WET AREAS P -2 PAINT FINISH ACCENT SHERWIN COLOR 2244 USE 5EM1 -GLO59 WALLS WILLIAMS VINEYARD GREEN ® WET AREAS P -3 = PAINT FIN15H CEILINGS SHERWIN COLOR 1116 USE SEMI -GLO55 WILLIAMS VELLUM ® WET AREAS P -4 PAINT FINISH WINDOWS SHERWIN COLOR 2056 USE 5EM1 -GLO55 WILLIAMS TWI5TED BRANCH ® WET AREAS WP -1 VINYL WALL COMMON AS SELECTED 5Y 131P ALT. A9 COVERING AREAS OWNER TRIM & WOODWORK FINISHES DOORS & FRAMES WD -1 ' WOOD STAIN & MILLWORK, McCL05KEY STAIN: TUNG5EAL MATCH ARCHITECT'S VARNISH DOORS, WD. OIL 13A5E WOOD SAMPLE SYSTEM CLG5 & STAIN (EARLY AMERICAN CASEWORK FINI5H:WATER STAIN & SATIN 13ASE GLO55 FINISH) CEILING MATERIALS ACT -1 LAY -IN OFFICES, USG INTERIORS. ECLILP5E CLIMA ILLUSION TW0124 - -- ACOUSTICAL GENERAL INC. PLUS ( #78785) WITH TILE IN GRID PURPOSE DONN OX GRID ACT -2 LAY -IN BOARD U5G INTERIORS, 2'x2' ECLIPSE CLIMA PLUS - -- ACOUSTICAL ROOM, INC. CLIMA PLUS (FL) ( #76975) WITH FINE TILE IN GRID CONFERENCE LINE GRID ROOM GWB GYPSUM AS SHOWN - -- - -- - -- - -- WALL130ARD WC -1 SUSPENDED COMMON PACIFIC WOOD MATCH ARCHITECT'S RED OAK WOOD STRIP AREAS AS SYSTEMS, INC. SAMPLE (WD -1 VENEERED CEILING SHOWN FINISH) MEMBERS ON 5USPENDED CLIP & RAIL 5Y5TEM � Y NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEA D THIS NOTICE IT IS DUE TO THE QUA OF ' � Z LOCATION iMANUFACTURER1 PRODUCT COLORIFINISH m b �v CARPET OFFICES, CONF. SHAW O WINTER M055 - -- ROOM Z Fp� Z CARPET CD SHAW m a AVOCADO m a. co B co C) B C W CA C -3 cz Bcm m m CONFERENCE 9- + tz to C po. K3 ROOMS W Z N O .. N CARPET TENANT OFFICES. SHAW STANDOUT TO BE SELECTED - -- MARK I TYPE LOCATION iMANUFACTURER1 PRODUCT COLORIFINISH NOTES FLOOR FINISHES C -1 CARPET OFFICES, CONF. SHAW STANDOUT WINTER M055 - -- ROOM C -2 CARPET EXEC. OFFICES. SHAW CROWN ,JEWEL AVOCADO - -- BA NDI NG C -3 CARPET CONFERENCE SHAW PLATFORM HIGH TEA - -- ROOMS C -4 CARPET TENANT OFFICES. SHAW STANDOUT TO BE SELECTED - -- OPT 1 13Y TENANT C -5 CARPET STAIRS PATCRAFT CLOISONNE PATINA (65321) - -- C-6 CARPET TENANT OFFICES, SHAW OPTIONS TO BE SELECTED - -- OPT 2 BY TENANT C -7 WALK -OFF MAT ENTRIES VAN DYK HERCULES NOP 05 - NATURAL - -- T-1 12" CERAMIC PAVER FIELD IN LOBBY DALTILE CONTINENTAL EGYPTIAN BEIGE - -- TILE SLATE T -2 CERAMIC PAVER ACCENT IN LOBBY DALTILE CONTINENTAL BRAZILIAN -- 1 12 - TILE SLATE GREEN T -3 3" 50. ACCENT TILES SPOT IN FIELD PENTAL GRANITE GRANITE CANADIAN GOLD - -- CO T -4 5" WIDE TILE LINER LOBBY PORTLAND NEVADA ENTRY SPARKSTONE - -- DIRECT TILE & LINER MARBLE T -5 CERAMIC TILE WAINSCOT C & 5 TILE PORCELAIN TILE MONTALCINO (TAN) T -6 CERAMIC TILE WAIN5COT C & 5 TILE PORCELAIN TILE PIENZE (GREEN) T -7 12" 5Q. GRANITE TILES COUNTERTOPS PENTAL GRANITE GRANITE CANADIAN GOLD - -- CO V -1 SOLID VINYL TILE KITCHEN METROFLOR VER5ATAL SHALE 60541 --- SLATE V -2 VINYL COMP051TION WORK ROOM, ARM5TRONG IMPERIAL TEXTURE 51830 TILE STORAGE ROOM STD EXCELON VCT V -3 VINYL COMP051TION COMPUTER ROOM ARMSTRONG EXCELON 50T VCT 51955 - -- TI LE V -4 SHEET VINYL FLOORING EXIST. TOILETS ARMSTRONG MEDINTECH AS SELECTED BY HOMOGENEOUS OWNER ISHEE T �1�4 1' 77- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • r • tts Z IMANUFACTURI PRODUCT K• m b LAMINATE & WALL MATERIALS 0 PL -1 w CASEWORK HORIZONTAL SURFACES, PIONTE E VERIFY CD LAMINATE Z 03 (AVL301) m a EJ� m a B CEO n 8 C m BEIGE CREPE � co CC) EDGES. GENERAL P -LAM U.N.O. Z A O Cy FINISH r3 PLASTIC ACCENT SURFACES WHERE INDICATED C � 1'ti N W Z N O .. N I 15LATE (3688 -77) FINISH MARK I TYPE ILOCATION IMANUFACTURI PRODUCT ICOLORIFINISH INOTES PLASTIC LAMINATE & WALL MATERIALS PL -1 PLASTIC CASEWORK HORIZONTAL SURFACES, PIONTE OLIVE SERENITY VERIFY LAMINATE EDGES COUNTERS & SPLASHES , (AVL301) FIN15H PL -2 ` PLASTIC CASEWORK VERTICAL SURFACES & PIONTE BEIGE CREPE VERIFY LAMINATE EDGES. GENERAL P -LAM U.N.O. (AT251 ) FINISH PL -3 • PLASTIC ACCENT SURFACES WHERE INDICATED FORMICA MADRAS INDIAN VERIFY LAMINATE I I 15LATE (3688 -77) FINISH BASE MATERIALS 13 -1 RUBBER OR VINYL OFFICES & STAFF AREAS, LEASE RDPPE 4" HIGH , 158 SAND WITH BASE SPACES COVED, U.N.O CARPET 5 -2 RUDDER OR VINYL OFFICES & STAFF AREAS, LEASE ROPPE 4° HIGH , 182 TOFFEE WITH 13ASE SPACES COVED, U.N.O CARPET AND VINYL 15 -3 STAINED WOOD LOBBY, MTG. ROOM & PUBLIC SPACES W.M. -C RED WD -1 (STAIN) WITH BASE OAK (WOOD) CARPET NOTES 1. SEE A2.4& A2.5 FOR MATERIALS & CLG. NOTES FOR FINISH DESIGNATIONS. 2. SEE SHEET A2.6 FOR FLOOR FINISH LOCATIONS. 3. SEE INTERIOR ELEVATIONS &SECTIONS FOR LOCATION INFORMATION. 4. FOR INTERIOR FINISH SCHEDULE, 5EE 6 9 ABBREVIATIONS ACT = ACOU5. CEILING TILE TYPE PL = PLASTIC LAMINATE B = BASE MATERIAL T = TILE TYPE C = CARPET TYPE U = UNFINISHED CMU = CONC. MASONRY UNIT V = VINYL TYPE CS = CONCRET SLAB W.M. = WOOD MOULDING TYPE MTL = METAL W.D. = WOOD STAIN TYPE P- = PAINT TYPE NOTICE: IF THE DOCUMENT IN THIS FRAM I THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUA O F r NOTICE: IF THE DOCUMENT IN THIS FRAM I THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUA O F FIRST FLOOR FINISH SCHEDULE WALL (MATERIAL: GWB U.ND.) NO. Fill 1 ROOM EXECUTIVE DIRECTOR FLOOR C-2 NORTHI p a P-2 souni P-1 EAST s P -1 WEST P-2 BASE 5-3 CEILING MATERIAL ACT-1 CEILING KNISH 2 ADMIN. PEP. DIR CA C-2 P-2 P-1 P-2 P-1 13-3 ACT-1 3 CLAIMS MANAGER C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 4 CLAIMS ADJUSTOR C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 5 CLAIMS ADJUSTOR C-1 P-1 P-1 P-1 P-1 5 -1 ACT-1 0 CLAIMS ADJUSTOR C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 7 MTG., FUT. CLAIMS ADJ. C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 8 KITCHEN V-1 PL-1 P-1, PL-1 PA PL-1 P-1, PL-1 5 -2 ACT-1 9 COFFEE C-3 P-2 P-1 P-1 P-1 15-3 ACT-1 10 BOARD ROOM C-2, C-3 P-2 PA P-2 PA P-2 P-1, P-2 13-3 ACT-2/ G.W.D. P-3 12 WAITING C-3, T-1 PA P-2 PA P-2 P-1, P-2 P-1, P-2 T-1 ACT-2 13 RECEPTIONIST C-1 P-1 P-1 P-1 P-1 13-1 ACT-2 14 CONFERENCE ROOM C-2, C-3 PA P-2 P-1, P-2 P-1, P-2 P-1, P-2 13-3 ACT-2 15 MTG., FUT. R. M. REP. C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 16 R. M. REPRESENTATIVE C-1 P-1 P-1 P-1 P-1 15-1 ACT-1 17 R. M. REPRESENTATIVE C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 18 R. M. REPRESENTATIVE C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 19 R. M. REPRESENTATIVE C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 20 R. M. DEPUTY DIRECTOR C-1, C-2 P-1 P-2 P-1 P-2 13-1 ACT-1 21 MEMBER SER. MGR. C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 22 COMPUTER SERVER RM V-3 P-1 P-1 P-1 P-1 13-1 ACT-1 23 OPEN OFFICE SPACE C-1 P-1 P-1 P-1 P-1 13-1 ACT-1 24 WORK ROOM V-2 P-1 P-1 P-1 P-1 13-1 ACT-1 25 ELECTRICAL V-3 P-1 P-1 P-1 P-1 153-1 G.W.B. P-3 26 COMPUTER V-3 P-1 P-1 P-1 P-1 13-1 EXIST. P-3 27 HALL C-1 P-1 P-1 P-1 P-1 13-1 G.W.B. P-3 26 WOMEN T-1 P-1, T-5 PA T-5 PA T-5 PA T-5 T-1 G.W.B. P-3 29 MEN T-2 P-1, T-6 P-1, T-6 P-1, T-6 P-1, T-6 T-2 G.W.B. P-3 30 STORAGE V-2 P-1 P-1 P-1 P-1 5 -1 G.W.D. P-3 43 IJANITOR EXIST. EST. EXIST. EXIST. EXIST. EXIST. EXIST. ROOM FINISH SCHEDULE ; ° , Me 7983 Leary Way NE DATE 05/04/04 Driftinier Redmond, WA 98052 BY RN5 (425) 881-7506 - Arrhbct4 P a mailftriftmierxom JOB 20312.00 w 2 D 10 00 U) cl (1) Lu W:c i H S2 LL w .2 � 15 u- < cl) :3 10 �. LLJ Z = O R LU LU 2 5 D 0 0 (n 0 0 H w L U T- L) F- — Z co L) Z M ROOM FINISH SCHEDULE SCALE: °" The 7983 Leary 'Way NE DATE 05/04/04 Driffimier Redmond, WA 98052 BY RNs (425) 881 -7506 AIclle&S, P. S. m&U@dririmier.com JOB 20312.00 �itltYlGb#1k.'9��� •(!'N"e�'"`WM.3i: r'j,.�y ., a � " urt atM1r..,4 rNAti1'�yra�wS ARX§* !' i6*! dYtf. �A` �q` Hsr��' u� t, z...},. ..w�..�:�r ". :;:= :i'' «'......r,. .,., .. .., ..�. -.. .. _..,. ,,. .a+,. .R�.r�u. .., Z I— Z n , W QQ JU UO cl) 0 NW J 1=- N u- WO LLQ = �W Z H F— OR �5 U ON 0 F— WW F- H u- .• Z W U= O Z FIRST FLOOR FINISH SCHEDULE WALL (MATERIAL: GWB U.N.O.) NO. ROOM FLOOR NORTH SOUTH FAST WEST BASE WINDOW CEILING CEILING TRIM MATERIAL KNISH ` SF • 1 1 j 1� 1 r...ui +f 'Iw t LEASE SPACE N/A P -1 P -1 P -1 P -1 N/A P -4 ACT -1 102 ,,,� , �- 7 q � `k • +• }, ' ' 1 Y 1. �,`�:,. n�� t , � r . �.. , +,. . r :..� �. *I►�1 -fir, >_, LEASE SPACE N/A P -1 P -1 P -1 P -1 N/A P -4 ACT -1 103 �/ii i 1 ..fig y :@ '.• ■ �` W 1�7�� + .i• i19p 6.Y 'it tt ` 7i'�' `tll 1.t �1;� ^t - <.•,' ,E. Z:.- . +dr1°'•iw��li!•.:'..t:. !C :���q?�t�.^.. + i!yt�'s��`. �t�f���rirtl � 40 ENTRY LOBBY T -1,T- N/A N/A P -1. P -2 P -1 T -1 ALUMN. GWB P -3 2, T -3 41 ELEVATOR LOBBY C -1 P -2 P -2 P -2 P -2 T -1 NIA GWB, WC -1 P -3 42 STAIR 1 C -5 P -2 P -2 P -2 P -2 13-3 N/A GWB N/A 44 ELEV. MECH. CONC. P -1 P -1 P -1 P -1 N/A N/A GWB P -3 45 HALL T -1 P -1 P -1 P -1 P -1 T -1 N/A GWB P -3 46 WOMENS TOILET T -1 P -1, TILE P -1. TILE P -1, TILE P -1, TILE T -1 N/A GWB P -3 47 MENS TOILET T -1 P -1, TILE P -1. TILE P -1. TILE P -1, TILE T -1 NIA GWB P -3 48 SIDE ENTRY C -7 P -1 P -1 P -1 P -1 13-1 ALUMN. GWB P -3 49 STAIR 2 C -5 P -2 P -2 P -2 P -2 13-1 N/A GWB N/A 11 SIDE ENTRY C -7 P -1 P -1 P -1 P -1 13-1 P -4 I GWB P -3 ROOM FINISH SCHEDULE SCALE: °" The 7983 Leary 'Way NE DATE 05/04/04 Driffimier Redmond, WA 98052 BY RNs (425) 881 -7506 AIclle&S, P. S. m&U@dririmier.com JOB 20312.00 �itltYlGb#1k.'9��� •(!'N"e�'"`WM.3i: r'j,.�y ., a � " urt atM1r..,4 rNAti1'�yra�wS ARX§* !' i6*! dYtf. �A` �q` Hsr��' u� t, z...},. ..w�..�:�r ". :;:= :i'' «'......r,. .,., .. .., ..�. -.. .. _..,. ,,. .a+,. .R�.r�u. .., Z I— Z n , W QQ JU UO cl) 0 NW J 1=- N u- WO LLQ = �W Z H F— OR �5 U ON 0 F— WW F- H u- .• Z W U= O Z r r . t 1 i "a'•7' � ', - t " : 1i WALL (MATERIAL: GWB U.N.O.) - , t�' `° l it' , ,fl? � �+it _,,, i i t, • CEILING CEILING NO. ROOM FLOOR NORTH I SOUTH I EAST IWEST BASE TRIM IMATERIALIRIVISH SUITE 205 FINISHING TO 13E DONE UNDER SEPARATE T.I. PERMIT. SUITE 210 FINISHING TO DE DONE UNDER SEPARATE T.I. PERMIT. SUITE 225 FIN15HING TO 13E DONE UNDER SEPARATE T.I. PERMIT. SUITE 230 FINISHING TO 13E DONE UNDER SEPARATE T.I. PERMIT. SUITE 245 FINISHING TO BE DONE UNDER SEPARATE T.I. PERMIT. SUITE 250 FINISHING TO 13E DONE UNDER SEPARATE T.I. PERMIT. SUITE 270 FINISHING TO BE DONE UNDER SEPARATE T.I. PERMIT. SUITE 275 FINISHING TO DE DONE UNDER SEPARATE T.I. PERMIT. SUITE 280 FINISHING TO DE DONE UNDER SEPARATE T.I. PERMIT. •ufl P • 1 261 HALL C -3 P -1, P -2 P -1. P -2 N/A N/A B -1 N/A ACT -2 N/A 262 ELEC. /CHASE EX15T. P -1 P -1 P -1 P -1 N/A N/A G.W.6. P -3 263 SHOWER EX15T. P -1 P -1 P -1 P-1 13-1 N/A EXIST. P -1 264 HALL C -3 P -1 P -1 P -1 P -1 13-1 N/A ACT -2 N/A 265 IWOMEN T -1 P -1, PL -2 P -1, PL -2 P -1, PL -2 P -1, PL -2 T -1 N/A G.W.B. P -3 266 MEN T -1 P -1, PL -1 P -1, PL -1 P -1, PL -1 P -1, PL -1 T -1 N/A G.W.B. P -3 267 JANITOR EXIST. P -1 P -1 P -1 P -1 N/A N/A EXIST. P -3 266 5TAIR 1 C -5 P -1 P -1 P -1 P -1 6 -1 N/A G.W.B. P -3 269 ELEVATOR L06BY C -5, C -3 P -2 P -1. P -2 N/A N/A 13-1 N/A G.W.D. P -3 270 IHALL C -3 P -1 P -1 P -1 P -1 D -1 I N/A ACT -2 N/A 232 15TAIR 2 C -5 P -1 P -1 I P -1 I P -1 I D -1 P -4 G.W.B. I P -3 ROOM FINISH SCHEDULE SCALE: 60 N ONE l , Mle 7983 Leary flay NE DATE 05/04/04 Ihif aer Redmond, WA 98052 BY RN5 (425) 881 -7506 A uhitiect%P.S mdl@driftmier.com JOB 20312.00 Z ~ W �U UO cf) J � CO U. c W O G L LL rn = W Z H I— O Z I— W �5 U� ON 0 F- W W HF UO W Z U cl) pm O Z 1��'� `i� rp• ii. �klt ?�'�t+:a�,•fi��'k,`.ht_':n: ?. at CY+" a; v"xr 3` ..�?..1.,"....:_..�� �""'� . `�' ..., ,•... e:.. ...,........�.. a • of w'ia ",�.� .,.:.. rr;; "....- . I ROOM FINISH SCHEDULE � 6 d K The 7983 Leary Way NE DATE 05/04/04 Ddffinier Redmond, WA 98052 BY RN5 (425) 881-7506 Ardhbct% P. s. m0fdriftmier.com JOB 20312.00 � N W D JU 00 ND co Lu ul N LL W O 5 D c% LU Z x 0 Z 4_ LU LLI 2 5 D a 0 co 0 0 I!_ LU L LL 0 Z co: Z NOTES 1. SEE CLG. PLAN FOR MATERIALS & CLG. NOTES FOR FINISH DESIGNATIONS 2. SEE SHEET AA 2.3 FOR FLOOR FINISH LOCATIONS 3. SEE INTERIOR ELEVATIONS & SECTIONS FOR LOCATION INFORMATION 4. FOR INTERIOR FINISH SPECIFICATIONS, SEE 5. DESIGNATIONS ARE FOR BASE 131D CONDITIOINS, NOT ALTERNATES 6. FAINT SHEEN AS FOLLOW5: _ WALLS, SOFFITS, ETC.: SATIN SHEEN, U.N.O. - TRIM & WINDOWS.: 5EMI-GL05S, U.N.O. - KITCHEN, TOILETS, SHOWER & 51M.: SEMI-GLO55, U.N.O. ... . ....... ........ ABBREVIATIONS ACT = ACOU5. CEILING TILE TYPE PL = PLASTIC LAMINATE 13 = I5A5E MATERIAL T = TILE TYPE C = CARPET TYPE U UNFINISHED____ ...... .•..... . .............. ....... ... CMU = CONC. MA50NRY UNIT V = VINYL TYPE C5 = CONCRET SLAB W.M. = WOOD MOULDING TYPE MTL = METAL WALL PANEL W.D. = WOOD STAIN TYPE P- = FAINT TYPE ,A MARK TYPE LOCATION MANUFACTURER PRODUCT COLOR/FINISH PAINT FINISHES EP -1 * PAINT FIN15H 5TANDARD 5HERWIN COLOR 1120 WALLS WILLIAM5 AUTUMN BLOND EP -2 * PAINT FIN15H WALL ACCENT 5HERWIN COLOR 2208 WILLIAM5 ME5A TAN OR COLOR 2043 CANOE EP -3 PAINT FIN15H WINDOW5 5HERWIN COLOR 2043 * WILLIAM5 TWI5TED BRANCH NOTES: { , # 1 _PA INT G A FOL LOW5 a) 5OFFIT5: LOW LU5T_ER U.N.O _ b) CONCRETE_ LOW ^ LU5TER U.N. � ( c) TRIM & WINDOWS: 5E GL O55, U.N.O. EXTERIOR FINISH SPEC SCALE: I I NONE L 41 The 7983 Leary Ray NE DATE 05/04/04 DrifkAer Redmond, WA 98052 BY RN5 (425) 881 -7506 A hitect%pS meiledMmierxom JOB 20312.00 :. ,. .., . � , �. ": kl, �kftYGS" ArY� '�'d4±Yt�•1PB@'>.kV9SdCrX1M��k ... .. .. ��3'�i'rfl�;1'!:'f'.n.� i�..m+ >tr' �r m.. w..,M. ?c »fit r r..w N �:� q .+. t `. �w�;� ^..' "`L 7.._..�Yf'1" i...._m'^*cwct.�vFY . I� z ,= Z � W �U UO cl) J = H N LL WO �J WQ co ) � = r. W z �O z 1— w w U ON in E- wW U.F- U. O .z w U= oF- z I 2001 Washi 2001 Washington State Nonresidential Energy Code Revised June 2002 - KJM Project Info Project Address WCIA Building Date 5/7/2004 320 Andover Park E. For Building D "EMM& CITY OF TUKWILA /� (� (fin MAY 1 0 2004 PERMIT CENTER Tukwila, WA. 98188 Applicant Name: The Driftmier Arhitects Applicant Address: Redmond, WA. Applicant Phone: (425) 881 -7506 Project Description ❑ New Building ❑ Addition [D Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive 0 Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) FILE COPY Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Allowed x Area x ft (or x If) Prescriptive I 1U 0.2 W/ft 2 (standard paint) PF I )1r )-1 Covered Parking (reflective paint) 0.3 W/ft 2 Open Parking I te, 1 , i , t 0.2 Wlft 55173.0 11034.6 411A From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interib all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking I 1U 0.2 W/ft 2 (standard paint) PF I )1r )-1 Covered Parking (reflective paint) 0.3 W/ft 2 Open Parking I te, 1 , i , t 0.2 Wlft 55173.0 11034.6 411A Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lightine Wattaee (Exterior) z '~ W UO ND C0 W J = t— N LL WO 9_J LL Q cf) = W ` Z t— H O z F— W LIJ U� O- 0 1_ W H F- LL O .z W U= O z R-2 .a. i State Nonresidential EnerQV Code Compliance Form Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W/ft 2 (standard paint) Covered Parking (reflective paint) 0.3 W/ft 2 Open Parking Parking lot 0.2 Wlft 55173.0 11034.6 z '~ W UO ND C0 W J = t— N LL WO 9_J LL Q cf) = W ` Z t— H O z F— W LIJ U� O- 0 1_ W H F- LL O .z W U= O z R-2 .a. i State Nonresidential EnerQV Code Compliance Form x i s i Y 2001 Washington Sthte Nonresidential Energy Code Compliance Form Outdoor Areas 0.2 WHO Bldg. (by facade) 0.25 W /ft Bldg. (by perim) Soffit, canopy and ground lights 7.5 W /If 278.0 2085.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 13119.6 Use mtgr Ilsted maximum input wattage. For fixtures with hard- D'dilasis on " Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Entry Canopy Type ES - 100 watt T6 fluorescent 4 110.0 440.0 Ground Type E2 - 150 watt metal halide flood 16 175.0 2800.0 Soffit Type E3 - (2) 32 watt triple tube 26 77.0 2002.0 Parking lot Type E4- (1) 400 watt aPS shoebox 6 440.0 2640.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 7882.0 Z Z` � D 0 UO U) 13 CO) = J � N LL W O LL 4 W. � S Z �... f- O Z H UJI 2 :3 U O N: W W: tX— 0. it LL. O: .Z W U N. O Z 2001 Washington State Nonresidential Enerqv Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 - KJM J Prescriptive Spaces f Occupancy: Q Warehouses, storage areas or aircraft storage hangers *Other I Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2, Lamps are T -1, T -2, T-4, T -5, T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualif 1) 2) 3) ` 4) 5) 6) 7 ) 8) 9 ) 10) TABLE 15 -1 Unit Lighting Power Allowance LPA Use LPA W/s Use LPA W/s Painting melding , carpentry, machine shops 2.3 Police and fire stations 1.5 Barber shops, beauty shops 2.0 Atria atriums 1.0 Hotel banquet/conference/exhibition hall ' 2.0 Assembly spaces", auditoriums, gymnasia u , heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments 1.5 Restaurants /bars 1.0 Factories workshops, handling areas 1.5 Locker and/or shower facilities 0.8 Gas stations, auto repair shops' 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retail , retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Office buildings, officeladministrative areas in facilities of other use types (including but not limited to schools t. hospitals, institutions, museums, banks, churches 1.2 Footnotes for Table 15 -1 In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shail be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. Includes pump area under canopy. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. Lighting Fixtures: `r Check here if at least 95% of fixtures in the space meet all four criteria: Z '~ W �U UO fn o W W J CO U_ WO 9zi U_ Q �W Z H il- O Z H W UJ �0 U ON 0 1- W W H I— LL O Z W L) O Z F2C t i S f s 200 Washington State Nonresidential Energy Code Compliance Form Project Address wC=A Building Date 5/7/2004 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I C ode Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations A2,4,A2 .5,Det 3/9 yes 1513.2 Area controls Maximum limit per switch spec yes 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans A3 0 , A2.1, A2.2 yea overhead glazing Indicate overhead glazing on plans A2 .5 n. a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w /backup Indicate location El . I (b) photocell. Indicate location E1.1 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations spec yea 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning a. Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture i I Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency I ml _ M6 If "no" is circled for any question, provide explanation: ZZ W U NO co W J � 0) LL WO C J LL ?. U) :D 2 W Z� H O Z H W W �0 U O� 0 t—. W W LL" O W Z U= O Z ti 2001 Washinqton Static Nonresidential Enerqv Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms June 2002 - KJM Project Info Project Address WASHINGTON CITIES INSURANCE AUTHORITY Date 2/27/2004 320 ANDOVER PARK EAST For Building Pft., CITY nF TI IKWII A MAR 0 5 2004 PERMIT CENTER TUKWILA, WA Applicant Name: Applicant Address: Applicant Phone: Project Description REPLACEMENT OF EXISTING WITH SAME Briefly describe mechanical system type and features. FI COPY _.. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Simple System 0 Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Coolin g Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location SEE SHEET M -1 I" r Heatin g Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h C OSA cfm Q(�6F no? Input Btuh Output Btuh Efftcienc a I" r Fan E ui ment Schedule Equip. ID Brand Name' Model N O.' CFM SPI HP /BHP Flow Control Location of Service 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. a COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). O Z ;1— Z �W 0 0 CO 0 W= H NU WO La = �W z H H O Z t— �5 U� O� OH WW u. O W U CO O Z . 4NS` _ ;,n'_'�Y 2001 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK 2001 Washington Slate Nonresidential Energy Code Compliance Forms June 2002. KJM Project Address WASHINGTON CITIES INSURANCE AUTHORITY Date 2/27/2004 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg, elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M -1 n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M -2/3 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M -1 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 dill. day types M -1 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M -2/3 .a. 1412.4.2 Optimum Start Indicate optimum start controls .a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M -2/3 n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule M -1 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M -1 in.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling M -1 n. a. 1 1413.4 lHumidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M -1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M -1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M-1 1416 Completion Requirements yes 1416.1 &2 Drawings & Manuals Indicate requirement for record drawings and operation dots. M -1 yes 1416.3.2 Air Balancing Indicate air system balance requirements M -1 n.a. 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements yes 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report M -1 n. a. 1424 1 Separate air Sys. Indicate separate systems on plans yes Mechanical I Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 Service water htg. .a. 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off H -2 yes 1443 Pipe Insulation Indicate R -value of insulation on piping M -1 a. 1452 Heat Pump COP Indicate minimum COP of 4.0 a. 1452 Heater Efficiency Indicate pool heater efficiency a. 1453 Pool heater controls Indicate switch and 65 degree control a. a. 1454 Pool covers Indicate vapor retardant cover a. 1454 Pools 90+ degrees Indicate R -12 pool cover IT "no is circleU Tor any question, prOviue explanation; Z ~ W Q JU UO N 113 J = t— CQ LL WO LL Q N D _ d W Z H H O Z !— W 5 U 0 ON W H ll. O W Z U CO) H = O Z 0 - MIN-4 51 1 I N -7 -a. CITY OF TUKWILA 2001 Washington State Compliance Fortes Building Division First Edition, June Project Info Project Address C r A p U t t Date -3 ,- 0 Aid oc> t(6-10— V � f For Building Department Use RECEIVED C;ITV nF TI IKWII A MAR 0 5 2004 9 PERMIT CENTER a_ 11 i b_ � U U iJ Applicant Name: TH6 P(z • McK IT5c:M Applicant Address: • NG wt Applicant Phone: S31 Project Description I 0 New Building [3 Addition Alteration O Change of Use Compliance Option Prescriptive 0 Component Performance Q ENVSTD 2.1 [3 Systems p p (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Space Heat Type O Electric resistance All other (see over for definitions) Roofs Over Attic Glazing Area Calculation Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1 (rough opening) Gross Exterior iz - Z Note: Below grade walls may be included in (vertical & overhd) divided by Wall Area times 100 equals % Glazing Below Grade Walls /! - 5F X � 00 = `� c S t _ j " 31 A 1 C7 the Gross Exterior Wall Area if they are Insulated to the level required for opaque 0 . Concrete/Masonry Option Check here if using this option and if project meets all requirements for the Concrete/Masonry O yes Option. See Decision Flowchart (over) for qualifications. E no qualifying assembly. -be Radiant Floors Envelope Requirements (enter values as applicable). Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic O All Other Roofs iz - Z Opaque Walls' - 1 Below Grade Walls W A- Floors Over Unconditioned Space 0 . Slabs -on -Grade I O Radiant Floors A-- Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing _2_S Maximum SHGC (or SC) Vertical /Overhead Glazing 0,4r Semi- heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: I l Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U-factor is 02 If project qualifies for Concrete /Masonry Option, list walls with HCZ 9.0 Btu /ft= - °F below (other walls must meet Opaque Wall requirements). Use descriptions and value from Table 20 -5b in the Code Wall Description (including insulation R -value & position U- factor Cf fY OF TUtTM 1! 1:� ' b 0 08Z i� I. I Z W JU UO to C0 W W = C0 LL WO LL a CO = �W Z F- F- O Z ll- W U� ON L 0 F� WW 2 F- LL O .Z W U= O Z CITY OF TUKWILA Building Division Building Permit Pla 2001 Washington State Nonresidential Energy Coda Compliance Forms First Edition, June 2001 Project Address 4 ,7, . A o o K- G 4 ,,. / „ � C �� V tom.- ii (LV"1 Date The following Information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code I Location Building Department (yes, no, n.a.) Section lComponent Information Requirec on Plans Notes GENERAL REQUIREMENTS Sections 1301 -1314 1301 scope I Unconditioned spaces identified on plans if allowed 1302 Space heat type: y( � D.rn�L If "Other", indicate on plans that electric resistance heat is not allowed I/ 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. installation Indicate densities and clearances Y 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; �{ Indicate clearances for attic insulation; A 4,0 Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value on wall sections: Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; A4-, �7 Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD• 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; N A - Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents V a.< 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; indicatV slab insulation extends down vertically 24" from top; OeT / Indicate above cirade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; 1`t rf Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re 'd. by Official 1312 Glazing and doors Provide calculation of glazing area (including both vertical pET ( vertical and overhead ) as Dercent of gross wall area 1 1312.1 U- factors Indicate glazing and door U -factors on glazing and door e 5 schedule (provide area - weighted calculations as necessary); y Indicate if values are NFRC or default, if values are default / then specify frame type, glazing layers, gapwidth, low-e I� coatin s as fillips C /_, 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading 9 C coefficient on glazing schedule (provide area - weighted calculations as necessary) 1 1313 Moisture control qff 1313.1 Vapor retarders Indicate vapor retarders on warm side PC 7T_, lAi 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; n 4+,0 Indicate va . retard, with sealed seams for non -wood struc. f_5 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 4 WA 1313.4 Floor vapor retarder Indicate vapor retarder on floor section f� C � 1313.5 Crawl space vap, ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping;, f 1314.2 Glazing /door sealing Indicate weatherstripping �{ 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE Sections 1320 -23 or 1330 -34 Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessa it "no" is shown nor any question, provide explanation: 1' I Z W JU U0 CO) J � W LL W g L Q f!A = _ d W Z H F- O Z I~ WW U� O� 0 F_ WW H~ LL 0 Z W U_N H = 0 ~ Z CITY OF TUKWILA 2001 Project Info Project Address C ( A 1+?_ u t nt Date 3 � �Z &L PA k ,` Al-so zq Building DUse Department RECEIVED OITY OF TI)KWII A MAR 0 5 2004 PERMIT CENTER U f"W ) L WA - t I tb Applicant Name: K( Applicant Address: •+ Applicant Phone: 25 !� ?�, 1 p ( -i :i i i I ) roject Description [3 New Building [3 Addition Alteration I3 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. compliance Option Prescriptive Q Lighting Power Allowance O Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly o pl ans.) Alteration Exceptions (check appropriate box) 1 13No changes are being made to the lighting I3 Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Location (floor /room no.) Energy W" Occupancy Description 15 -1 (over) - r) F_ FILE Allowed Watts per fe •' on form LTG -LPA 14 _ 07 Building Division June 2001• COPY Area in if Allow ed��f -a' Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Pronosed LiLhtinL Wattage f I nteri &� Is t all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) ��l� 0.2 W /ft Covered Parking (reflective paint) f g t ,t .� +; ; ; ± jt 0.3 W /ft Open Parking 0.2 Wife Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watt 7A3 F.'J I ED MnYimrnm AllnwPri Lighting WnttavP (RxtPrinA Location e , p f , 't Allowed Watts per ff or per If Area in f? (or If for perimeter) Allowed Watts x fe (or x If) Covered Parking (standard paint) ��l� 0.2 W /ft Covered Parking (reflective paint) f g t ,t .� +; ; ; ± jt 0.3 W /ft Open Parking 0.2 Wife Outdoor Areas 7A3 F.'J I ED 0.2 W /ft Bldg. (by facade) _.__.�. __ _...._ ._..— +� sir ry «' .~ r,; -x� :,'� ;',� 0.25 Wlff Bldg. (by perim) _" " _ 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watt Use mfgr listed maximum input wattage. 1-or fixtures wan naro -wtrea oanasts omy, w Prnnosed Li Wattage (Exterinr) default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watt Z ~ W o aa ' 2 JU UO N J Cn L WO U. d = W F- 3: Z F. F- O Z E_ W W U� O� OH_ W �Z iii U= O Z ..,.., r+� :Yk- „�:•�s ;;T'r1'r:r., { ; •,t�,. �c, t b "f . i 1 , CITY OF TUKWILA 2001 Washington State Nonresidential Energy Code Compliance Forms Building Division June 2001 - KJM I Prescriptive Svaces (Occupancy: O Warehouses, storage areas or aircraft storage hangers • Other I Qualification Checklist (Lighting Fixtures: Note: If occupancy type is "Other" and fixture answer is checked, the number of tixturas in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T-4, T -5, T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 wattstfixture 6. Screw -in compac fluorescent fixtures do not qualify TABLE 15 -1 Unit Lighting Power Allowance (LPA) Use LPA W /sf Use LPA /s Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.5 Barber shops. beauty shops 2.0 Atria atriums 1.0 Hotel banquet/conference/exhibition hall ' 2.0 Assembly spaces auditoriums, gymnasia , heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars Cafeterias, fast food establishments' 1.5 1.5 Process plants Restaurants/bars 1.0 1.0 Factories. workshops, handling areas 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses ", storage areas 0.5 Institutions 1.5 Aircraft stora a han ars 0.4 Libraries Nursing homes and hotel/motel guest rooms 1.5 1.5 Retailte, retail banking Parking garages 1.5 See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies' (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms elevator lobbies 0.8 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches 1.2 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed Within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Z i}.. W Q' 2 UO to W = i- N U_ WO LL Q N D _ d W Z H F- O Z �5 U O� .0 li-- W W f"- l1. O W Z L) p _ O Z �:�. .. 77 � t' tt;9,v.r t :.t: CITY OF T U K WILA Buildinq Division Lightin Permit P 2001 Washington State Nonresidential Energy Code Compliance Fors June 2001 - KJM Project Address ' Zo iva is WI L. Date �S ` + The following information is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requirec Location on Plans Building Department Notes LIGHTING CONTROLS Section 1513 1513.1 Local controllaccess Schedule with type, indicate locations A 1513.2 Area controls Maximum limit per switch 5 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans 14 p 2,2 A2, ! overhead glazing Indicate overhead glazing on plans 2 S. ' IV A 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features,• indicate location (a) timer w /backup Indicate location �N 6 (b) photocell. Indicate location 5N 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations Y a 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning - Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or E=quipment Schedule with hp, rpm, efficiency M -�N IT no is circiea Tor any question, proviae expianation: Z W 00 CO UJ CO LL WO J u- Q' N � 2 W Z H F- O W H 5 U O- 0 H W H H LL O --Z W U= O Z I� )21 Sri Chid CO NNECTION-SPECIALI.I" .�'LLC A1 P.O. Box 731933 � 253 -� BACKFLOW PREVENTION ASSEMBLY � ( )� 840 -2501 Puyallup, WA 98373 TEST REPORT Fax: (253) 840 -0886 NAME: 0 ' V 1 'I VI + ( , ( e S TV1 S u. la mQ- LJ t' l o � SERVICE ADDRESS: C 77 / O U LOCATION: Q C-' 1 C CL CROSS CONNECTION ONT FOR: MANUFACTURER: LINE PRESSURE P.S.I. �- 1lQ �-�' ` "'TY ASSEMBLY: Z `� I SIZE S'ERIAL`NO: � �' ASSEMBLY IS: 'NEW ❑ EXISTING ❑ REPLACEMENT I CERTIFY THE ABOV EPORT TO BE TRUE: Initial,.Test By: Vl f 1 l�_ / ,,, `CBert. No. B 2463 Datel z I / 6 � Signs re r' 'Repaired By: Cert. No. 82463 Date Repair Test By: Cert. No. 82463 Date Signature Z �Z �W 3U UO C0 H NLL W } O } �J LL j � = W H Z F. Z� W W U� O- C3 F- WW H F- 0 LLI Z U= O Z Pressure Drop Accross ` Pressure Drop.Accross No. 1 Check Valve � psid No. 1 Check Valve psid J Relief Valve Opened 3, psid Relief Valve Opened psid �I No. 1 Check: Closed tight ........................ ............................... No. 1 Check: Closed tight........................ ............................... ❑ i� Leaked ............................... ............................... ❑ Leaked ............................... ............................... ❑ �.: , No. 2 Check: Closed tight ....................... ............................... No. 2 Check: Closed tight........................ ............................... ❑ Leaked .............................................................. ❑ Leaked ................... ............................... ❑ Minimum A/G present Yes No Minimum A/G present Yes No i Passed Test: Yes — No Passed Test: Yes No No. 1 Check: Closed tight ........................ ❑ psid No. 1 Check: Closed tight ........................ ❑ psid 1 Leaked ............................... ❑ Leaked ............................... ❑ i.. No. 2 Check: Closed tight ........................ ❑ psid No. 2 Check: Closed tight ........................ ❑ psid i Leaked ............................... ❑ Leaked ............................... ❑ Passed Test: Yes No Passed Test: Yes No r F. •Air Opened psid Air Inlet: Opened psid Failed open ..... ............................... ❑ Failed to open ..... ............................... ❑ Check Valve: psid Check Valve: psid Leaked ................ ............................... ❑ Leaked ................ ............................... ❑ Passed Test: Yes No Passed Test: Yes No Is'this a pr er installatio . Y o Remarks: 1 `' L AS & 1111 0 4 Test Equipment: Make *kkNest Model -944P Serial # 424626 Calibration Date 1 2f2"3 I CERTIFY THE ABOV EPORT TO BE TRUE: Initial,.Test By: Vl f 1 l�_ / ,,, `CBert. No. B 2463 Datel z I / 6 � Signs re r' 'Repaired By: Cert. No. 82463 Date Repair Test By: Cert. No. 82463 Date Signature Z �Z �W 3U UO C0 H NLL W } O } �J LL j � = W H Z F. Z� W W U� O- C3 F- WW H F- 0 LLI Z U= O Z ' r�•w . �..... ........r n• a .�. �... . .., . n— ..- .+..•. -•.- - . • -.rte. �.r �.��•.• ++.rw.• �,� �, � �■� • . PNB A -1I ��21 SR 9 NE - Lake .Stevens, WA 98258 isackflow As sembly Vesting and Serv (4 334 -4507 • Pdgar- (425) 438.5316 • Pax: (425) 334.65.96 RACKPLOW PR.UVENTIONASSEMBLY'.I SE .&V.17UN & 2Wbu' X&POwT PURVEYOR 1D # _ NAME OF PREMISE SERV. ADDRESS 3 _ NEW ❑ EXISTING ER REPLACEMENT ❑ COMM. RES. ❑ CITY: ZIP: _� � I CONT. PERSON PH: FAX: OWNER I PM MAIL. ADDRESS CITY: GIP: CONT. PERSON PH: FAX: LOC. OFASSEMBLY a.P �4 DOWNSTREAM PROCESS = - T = rr i g ti, �' a C1 RPBA+i DCVA M PVBA DCDA ASSEMBLY V (j Q �a C o &60 MANUFACTURER MODEL [] SVBA PROP. INST V YES O NO 512E SERIAL NO. USC Approval: V) Currently Approved 0 Not Currently, But Was Approved When Installed [] Never Approved LINE PRESSURE At TIME OF TEST PSI NO. OFASSE.MBLIES THIS LOCATION ! lnitl.l DCVAIRPBA DCVAIRPBA am PVB_ JSVBA 'Pest CheckL Valve pie, I Check Wye No. Z &Ilef Vale Air InIH P assed ❑ Leaked ......_ ».._......._. »......� Leaked ....,..._._....,.._..�..._..� Opened at PSID Opened at PSID Fulled -2 Closed ?Ibhc .,.._ ............._.__ Ckaed Tight ...----- ........ #11 c heck PSID Did N ot Opcu �.,,..r.......�. . ❑ PSID PSID Air Gap OK? Check VaIye Held at PSID Leel� .._ »» _,......W.._,...r ... C1 New F �� Cleaned Cleaned ❑ Cleaned and R Para [� Repaired]' Repaired ❑ Repaired ❑ Cleaned ❑ Repaired Kit # Test After RepaA Closed Tight _... ............ �' �. Ctoaad 7ighc ... .._,n......,, ». Opened ut PSID Atr Ialea PSID Passed + PSID PStl) #I Check PSID Check Wye._ PSID Failed AIR GAP INSPECTION: Required minlmurn air gap separation provided'! U YC$ !; j 14U F/S: TIA: ❑ YES [] NO MONITOR PH: ACCT. f: CONFINED SPACE: ❑ YESV NO CONFINED SPACE PROCEDURES: ❑ YES ❑ NO F/S RESTORED: TIME: []AM ❑ PM DATE: MKI'NR NV.: REMARKS: weir. i P, IC kW AULLVkr: SD, jL. c�cs� PRINT NAME:, LEWIS W. YOU G (I certify that I used WAC 246.BO.490 approved test tndhods and 4iffematial pressare test egnipment. j X. TESTED BY: �� \ CERT NO. B -3497 DA'L'E: _I _C.; • '� fl • r, ;1 NATURE CL: AACRABA990DM SPC: PL30YOUNGL\V983PT KIT NIAKE: CONDRA� CO MODEL: 40- 200.TK -5 SN: ❑ 340402 [3 1024436 CAL. DATE: REPORT TO: t' T ' J D � � l�'��'- FAX: REPORT RECEIVED BY: S)&RV. Rf;s C] YES ❑ NO WHIVE• PURVEYOR YELLOW -OFF".. PINK•MIYXM.ER Z'd dEL:CO 90 9L qe� 60/10 3Jtid NOIlOnNISN00 i0d 696EE9L90Z TT:Ot 500Z/6Z/60 4'@`�i��� .�' .+. ������ tt f, � ` �t' �.' �' ii. �? �S' CfY' 7�,,',, L' a' xr,: n•?.''.„ r; te; s�:l:'tr,•x:;!�tY +r.��l.;....;�. K....�» ,»•,,., ,sr...�,�+, -:n. rio.a ,t� ss aN naa+rtr_ ' «,Y. aieiutin.+s+' t� >•xhr .•f+. a .= t,t ,..... .. , �. i .., � .,. ,. � .... 4 � F . Z Z w .IU UO N C0 w J = i— S2 LL wo 9-1 LL to = w Z H Z� 5 U � N OH W F U- Z 11J U Cl) H= O Z Non - Residential O Department of Sewer Use Certification Natural Resources and Parks King County (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type i Owner's Name _ W MA MA C.I TI E`er )J c � r`7 (Last, First, Middle Initial) J Subdivision Name "D0 V- I 1 W5T. rAfw # �_ Subdiv Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Building Name (if applicable) �30 E 2 1 AL O M S 1 4, Property Street Address $- �}illl>flr0 ✓IiK t Ii City, State, ZIP TLw_W tLAr L4—w � Owner's Phone Number ( �l�) 2����i7 or Owner's Mailing Address (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public I Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 _Zi Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, l GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Total No. of Fixture Units = v� 9S RCE 20 V. use 1056 (Rev. 1103) nt,R Block # White - King County Yellow - L Property Tax ID # 0 ?, z 0 60(a 0 Party to be Billed (if different from owner) i WLEA M40J Party's Mailing Address: t,rgicf&z I5 , w L City or Sewer District Tq KU L Date of Connection Side Sewer Permit # NIA - Property Contact Phone # ( 2&4? ) �.4�' noo Demolition of pre- existing building? ❑ Yes *0 Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: �oN � Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day _ �� j RCE 187 C. Total Residential Customer Equivalents: (add A & B) RECEI A r.lry A MAR 0 5 2004 + B M PERMIT CErITUR d.75 RCE b04 UP092 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative � � Print Name of Owner/ Represe t ti 3 a j Nr- PFAFrMiC3 - 7S Date / ocal Sewer gency Pink - Sewer Customer •®•1102.9b Z W tQQY � J0 00 W = H N LL w U- Q 2 W Z H z0 W w U O N 0 F- W I— H LL 0 W Z U= O Z Washington Cities Insurance Authority Remodel 320 Andover Park East Tukwila, WA 98188 LEGAL DESCRIPTION THAT PORTION OF LOT 6 OF ANDOVER INDUSTRIAL PARK NO. 3, ACCORDING TO PLAT RECORDED IN VOLUME 78 OF PLATS AT PAGE(S) 6 AND 7, IN KING COUNTY, WASHINGTON, LYING SOUTH OF A LINE WHICH IS 185 FEET SOUTHERLY OF AND MEASURED PARALLEL TO THE NORTH LINE OF SAID LOT 6. RECEIVED CITY nF Ti It, 4Vjj 4 MAR 0 5 2004 PERIA111 GE,4 i E p , Z LLJ: C.)0� (1) 0! C0 LLJ LU X -J �-' T LL W O 2 . 95 LL D CY Ul 3: 0 z I-- W LLJ a co, �0 O W W U. iii z (& 0— Department of Community Development 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Phone: (206) 431-3670 Fax: (206) 431-3665 ` .3�/ l./ � � �;� mow.. ci Fax To: :!2� From: Fax: e4�5 7S0 j!P Date: Phone: 4Z�5 - 750 (a Pages: Re: ❑ Urgent For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle -Comments: i t 1 MOMMMI IRWIN Z Z LU 0 0 (/)D CO W W CO) LL - 0 LL CO) f a W Z 0 W H. W . 5. ON W W 3:5. U- O. L Z* 111 CO 0 Z ��vJ1LA O, W ` w s2 M City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 23, 2005 Mr. David Seely, Project Architect The Driftmier Architects, P.S. 7983 Leary Way NE Redmond, Washington 98052 RE: Washington Cities Insurance Authority — Permit # D04 -082 Subject: Letter of February 22, 2005 — Paving delay until spring for weather conditions. Dear Mr. Seely, Thank you for bringing to my attention the issue of the delay in paving of the parking areas for the above referenced project. As you have stated, this issue was previously discussed, and it will not be necessary to complete the parking lot paving as a condition of final inspection approval. I understand that this issue has surfaced due to the contractor's concern and his belief that he is being delayed and materially impacted by the lack of the City's communication with their inspectors. Given the fact the a final inspection has not been scheduled, and there are many other outstanding issues, I am not sure why the parking lot paving has been elevated to this critical status. It is not my policy to delay any project completion. My inspectors have their required inspections to complete and they make every attempt to resolve building &mechanical code related problems in an expeditious manner. In the spirit of good communication I have summarized the remaining inspection approvals (as of February 22, 2005) that need to be obtained before a final inspection is scheduled with Building Division. Fire final inspection approval. Planning final inspection approval. Public Works final inspection approval. Electrical final inspection approval Mechanical final inspection approval. If these inspections have not been approved and initialed on the inspection card by the respective inspectors, it is not necessary to contact the Building Inspector. The outstanding issues and /or corrections are stated on the inspection reports. If you have any questions or if you have other concerns that are not stated herein, please feel free to contact me at (206) 431 -3675. Since ely, Robert Benedicto, Building Official cc: Jim Dunaway, Building Inspector Greg Villanueva, PW Project Inspector. Chuck Wigman, JSH Properties Jim Grant, PCT Construction 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Z 11-: W WD U N 0 W= J f.. CO U. W O. J' U- U) F W Z �. I— O. Z F- W U� O � O H, W UJ U. u. ~O .. Z: W U= ~O H- Z 2005 /PEB /22 /TUE 03 :49 PM P. 001 z Z �w 2 J U. UO CO S2 LL w 9_J U_ Cf)a = w �_ z z0 w � o. U O _ 0H w �F- Cd z CO z :.; The �x�iftmier A .6h netts, P s. ; Eebriiazy 22, 2005 Via Facsimile IVir. Bob Benedicto and Mz.,Kea Nelsen . 'Zlikwila Buziding Division •6300 Southcenter Blvd., Suite 100 Tuma, WA 98188 Re: Permit .D04482 320.AndnverPark• ,East, PavmgDelay Uniil•Spring for Weatheir Conditions Dear Mr. Benedicto and W Nelsen:. Last week, Jim Dunaway the,City'infoaaed PCT Constnic� ion tloatA e•paving and " •. - striping of the parking lot was req='r d.forlhe sign -ofd of Permit D.04 -082: •'This.conflicts •. with the •direction, we were given, by : you.last December wheu:•this issue was •discussed; : with' City staff : Per the ,attached' letter and• after. cohfeb5iag nth Planning and/or' Public ' . Works Nelsen indieatea at parting -lot repaving is 'considered a maintena:ace. .• ' . item. Me 'paving delay would not hold up �nspect�on and approval•of Pemut:D04 -082. We hereby request that the City abide'. by its previous • decision and direct .their field • . inspectors to approve building occupancy without the completion of the paving or •a bond. t Pldase. cointaet me - with':your response immediately. The contractor is beilig delayed and., materially' impacted by the lack of"the ,City's communication* with their inspectoz . • regarding this .matter.' .Thank you. :: • : : : • - ; • . Sincerely,.' : . { David R. Seely, Project Arc `tect, •7983 ' : ' The Drifimier,A.rchitects, P.S. ' Phone: 425 -881- 7506:. ; j vt►8 . , • Email: david(a,driftrrmier.com f Reamo' nd, .. Waelw� Eton ' Enclosure ' 98052 cc: Jun Dunaway and Greg Veneziiela, City of `Tukwila (42s) Jill Makela, Wash. Cities Insurance .A:uthority 881 - 7506 Chuc Wiegman, JSH'Properdes rte: Jun Grant, PCT Construction •• , ; .. .. • 88157306 ; , mail ®drlftuiiex'eoxn � - ' ' .. z Z �w 2 J U. UO CO S2 LL w 9_J U_ Cf)a = w �_ z z0 w � o. U O _ 0H w �F- Cd z CO z 2005 /FEB /22 /TUE 03:50 PM P,002 i j Dreg ; December 23 '2004 .' Via Facsimile . I& Bob Benedicto and Mr Ken Nelsen. Tukwila Building Division 6300 Souihceuter Blvd., Suite 100.• Tukwila, W.A. 98188 • Re: Permit'D04 -082 320 Andover Park East , , • .. . Paving Delay, until: Spring for Weather Conditions Dear Mr. Bennedicto and.-Mr. Nelsen:' Oh December Ir. l spoke with Ken Nelsen about• the, ueecl 'to• delay :Washington Citi b=auce .A,uthonty parking lot repaving'uatil the Sprig; of 2005. Nlr. Nelsen indicated that parldn g lot repaving is cdrisidered'a•)daaintenauce i&&- :the paving delay • ' should not hold up'inspection and approval of Permit D04 =082 by either the Buildin;g Public Works' Depaifiments if the other•site work clescnlied herein is completed. ' PCT Construction is proceeding :with the installation of new, extruded curbs as shown on '. the -approved: site plan:. Curb work scheduled . fqr Wednesday, 'De 29". Following cuib work the' laudscape installatioA will ; be.' completed :and the parldng lot ' • ' j s w ep t ' ' : • :a . Please let us know of anything else you require •or if the G'ay's position on : this item is - not as stated herein. y, - . David R. Seely, Project Architect 7983 The'Dritimuier.A.rchitects, P.S. Leary Phone: 425 -881 -7506 { m d, .. 1 i:nail: david�a,driE order.com� WasWngton Enclosures 98052 , 0 (425) �.J 881.7506' cc: Jill Makela, Wash. Cities bmitance Ai6ority 1 poX: Chuck Wiegman; JSH Properties „ ( Jim Grant,.PCT' Construction 8.81 -7305 . mail @dnftmienwm IN III I III Oa k z Z �2. JU UO Cl) 0 . CO U1 J H CO L WO g U. Q Nd = w ' z� WO w UD CO o �. Wu 0. z U= o z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS NOTICE IT I$ DUE TO THE.QUALITY OF THE DOCUMENT.., l ttotttt.ttttt... #see folossfoloolf toovoo ... ........................tosses& TRANSMISSION RESULT REPORT ....................(FEB 23 '05 12: 00PM).................. TUKWILA DCD /PW f to.00...... o..t t. ttt s.... o... o........... o. o. o.... s ................. o........ t... t.... o..settees ..... o........ o...... tt tosst s settees .. o.......... ...tt.ttttstttoo.........tssoot (AUTO) THE FOLLOWING FILES) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 007 TRANSMISSION 9 *- 4258817306 02 OK ...o ....................................................................................... ttttltttttttltlttlttttt •ttttt11 tttttltttt• ttllttltttltttttt111ttttttttlttt• ttt• ttttttttttt• •tttltt11t t11t11tttt111ttttttt• ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION Z Z i� W J U' co c a W Z J � N L W O � LL Q: W, } Z� F- O Z F-: W UJ :3p U O N. 13 W UJ z Z U N, O Z The Driftlnier .� Archi tects, c tects, l.s. 7 May 2004 .clr ft Or TUKVI LA MAY 1 0 200 PERMIT CENTER Stefania Spencer Tukwila Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA.98188 Re: CORRECTION LETTER #1, Development Permit Application Number D04 -082 :1 �j Dear Ms. Spencer, We offer the following response to reviewer comments attached to your above referenced letter. We are submitting 4 copies of Bid Drawings showing the appropriate revisions in response to the correction marked by a Delta 2. These plans have more information than the original permitting drawings. The second floor plan has been revised to reflect changes in tenant space requirements 3 of the owner. The design has not changed related to code compliance except to address n deficiencies The applicant would appreciate it if any additional comments be `redmark' notations 3 on the drawings rather than "correct and resubmit" items. The numbers herein correspond to the comment numbers in the reviewer's comments. BUILDING DIVISION REVIEW j 1. Second Floor Hall rated construction: The second floor space shown as being one. space (Suites 205, 206 and 207) is losing its tenant. The space is being remodeled into 4 separate spaces (suites 245, 270, 275 and 280). No space will have an occupant load greater than 30 occupants. See revised floor plans on Drawing A2.2. ' The owners understand that no space shall be remodeled to have an occupant load greater than 30. Per discussions with Bob Bennedicto and the Plan Reviewer the 7983 egress will qualify as a hallway which does not need to be rated. Leary Way NE Redmond We have added rated doors to Room 48 (Side Entry) which will have a 1 -hour Washington separation from the building as shown and noted on Drawings A2.1 and A2.4. This (4 s> was done at Mr. Bennedicto's request CORRECTION 881 -7506 Fax: LT R # .__.� ---- (425) 881 -7306 P:\PROJECTS\2003\20312 WCIA \Dots \City - Permit Resp 05.07.04.doc inail@driftmier.com 3)CY4 c+vu�^?*�t:�i�•;xw-x � zt5w�+*rS�'� 7 k ar'"�R�?e� z� lv�TM�t'. i z �Z �w QQ JU 00 W= CO) LL w J LL Q �D = �w z E- O W ~ W U� O U ) r W F w 2 CO. O z Stefania Spencer Tukwila Building Division 7 May 04 Page 2 2. Rated Doors: As indicated in comment 1 above the hallway will not need to be rated and the doors and glazing will not need to be rated. Room 48 (Side Entry) will need rated doors and they are so indicated on the revised door schedule (Detail ib /6). 3. Elevator Section: We have added the Elevator Section as detail 16/A4.0 on the revised Drawing A4.0. The former Elevator Penthouse detail 16/A4.0 has been moved to Detail Book (Detail 3/4). The section cuts through the elevator on Drawings A2.1, A2.2 and A2.3 have been revised to reference the Elevator Section Detail. 4. Door Swing: All tenant spaces and doors on the second floor have been revised. Each tenant space requires only one exit. Therefore the doors may swing in. Please see revised Drawing A2.2. 5. Egress Illumination: We would like to direct your attention to note #7 in Notes and Legend on Drawing A2.4 (and referred to from Drawing A2.5). We have also revised Drawings A2.4 and A2.5 to show some emergency egress lighting fixtures (fixture X- 2). Final locations and quantity of emergency egress lighting fixtures is subject to City inspection. 6. Quantity of Barrier Free Parking Spaces: The parking lot is an existing lot that is being repaved and re- stripped. Minor alterations include a couple of added landscape islands and an entry area. The two existing Barrier Free Spaces are being improved to meet current standards (and thus improve accessibility). We believe that the limited extent of the work would allow the continuation of the current deficit in accordance with UBC 1112.1.1 and 1112.1.2. The project does not qualify as a substantial alteration, and we are not substantially altering the parking lot or site. Adding barrier free parking spaces would normally not be a problem, but in this case it would. To comply would mean losing three parking spaces for general use. We are very close to the required minimum in the zoning code and the planners have expressed concern about the quantity of spaces available. If more spaces are removed from general - purpose parking we would aggravate an already tight situation. Thus, we request you allow the continuation of the current barrier -free parking count. 7. NREC Lighting Summary: Attached is the revised Washington State Energy Code Lighting Summary Forms showing the information that was missing. PUBLIC WORKS DEPARTMENT COMNMENTS 1. RPPA specification: We have not indicated the size, manufacturer and model number of the proposed Reduced Pressure Principle Assembly (RPPA) as this is normally determined by the subcontractor who will install the assembly. Once a subcontractor is determined to perform this work we will submit the requested information. A note has been added to Drawing M6 of 6 indicating the selected unit must be approved by the City prior to installation. Z _� �W D 00 U) o CO ul J = H CO U_ w J LL = w z z� W5 U� CO o�_ W w O w z 0- O Z 01 0."ZMZZVMV1.WV I' is I 1 Stefania Spencer Tukwila Building Division 7 May 04 Page 3 2. Landscape Revisions: The following revisions have been made to Drawing L2.1. Pleases see revised Drawing L2.1. a. The title of the sheet has been revised to read "LANDSCAPE IRRIGATION PLAN ". (The title on Drawing LLI has been revised to read: "LANDSCAPE PLANTING PLAN ".) b. The existing 27 -foot wide easement has been drawn in along the east and south property line. c. The Landscape Irrigation Plan has been revised to show the correct point of connection for the 1.5" deduct water meter. The city's comments have , been incorporated onto this drawing. . 3: Project Directory: The project directory has been updated to show the requested n information. Please see Drawing A0.0. z $, If you have any further questions or comments please don't hesitate to contact me. Sincerely, Y a. David R. Seely, Associate Architect The Driftmier Architects, P.S. Phone: 425 -881 -7506 Email: david @driftmier.com cc: Jill Makela, Wash. Cities Insurance Authority Chuck Wiegman, JSH Properties Z �Z LL.� D UO N w= C0 U. w 9 -1 LL ?. � = w �_ Z P ZO �5 U� O— o H. wW � O. w UN Z 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director —� Z April 8, 2004 w a � Mr. David Seely JU UO U p The Driftmeier Architects co w w 7983 Leary Way NE ' Redmond, WA 98052 w O RE: CORRECTION LETTER #1 Development Permit Application Number D04 -082 UL co Washington Cities — 320 Andover Park East = CY w Z Dear David: O ` Z �— W This letter is to inform you of corrections that must be addressed before your development permit(s) can o be approved. All correction requests from each department must be addressed at the same time and U co reflected on your drawings. I have enclosed comments from the Building and Public Works p Departments. At this time, the Planning and Fire Departments have no comments. w w �U Building Department: Ken Nelsen, at 206 431 -3677, if you have any questions regarding LL p the attached memo. ili Z U U) Public Works Department: Joanna Spencer, at 206 431 -2440, if you have any questions z F' 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -082 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ny ,. we. ti wramenf. Krt! tt. rrtEft� ;r -'�".. Fl ,� ; . I' �r BUILDING DIVISION REVIEW Date: April 7, 2004 Project Name: Washington Cities tenant improvement permit application Application #: D04 -082 Plan Reviewer: Ken Nelsen, Senior Plans Examiner A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The second floor occupancy load is greater the 100 persons. The corridor serving the second is required to be 1 -hour rated per U.B.C. Chapter 10 and it is assumed the existing corridor is rated 1 -hour. However, the plan details do not reflect the existing or new corridor to as1 -hour construction. Revised the plan details and wall schedules to show the rated construction as necessary. 2. The Floor Plan Notes on sheets A2.1 and A2.2, makes the keyed reference to the door schedule in Permit Submittal Detail Book Section 6. Door schedule 6 does not address rated assemble requirements per the Code. Revise the door schedules and plans showing the applicable door and window assemblies, specifically related to the corridors note in comment number 1 above. 3. On Sheet A2.2, across section is keyed through the elevator shaft as detail 19 /A5. This cross section key does not exist on sheet A5. Provide the detail that has been referenced. 4. A number of the door entering the second floor corridor from the different tenant spaces are shown relocated, reversed in swing or simply changed out. Door numbers 73, 79 and 80 all access the one West tenant space on the second floor. The subject space has a combined occupant load of greater then 30 persons. Regardless of the tenant layout the door swings for entire tenant space must be in the direction of travel. Revise the plans as necessary. 5. Means of egress illumination is required for both floors per U.B.C. Section 1003.2.9. Identify on either revised reflective ceiling plans or on new electrical ceiling plans how egress illumination will be provided. (See next page) Z Z W �D J0 UO N W = � WO 9_J LL Q co D = �W z i- O z�_ w W U� O CO o�_ W W F- �O ..z w co 0 z .; n.�� .,.ii..w.:, v ' � �?. L 31,MiSJ:L+:t R.a X...l 1G S,AwL'iWtnvx..+x.tJS,CG:ifdL..i vacsu .,w`,uY.'Ui•',fu � .. xfua uvxraV u .su. ��'Y�'!"`.'�':r: D04 -082 Wash. Cities Ins. Authority Page 2 of 2 w 6. The number of required and proposed parking spaces is greater then 75 stalls. Washington State U.B.C. Amendments Table 11 -F for Barrier Free Parking, requires a total of four stalls be provided. Revise the site plan to provide the additional stalls per Section 1107. 7. The Washington State Energy Code forms regarding the Lighting Summary information has note been completed. Complete the forms relating to both the interior and exterior lighting requirements. The Lighting Summary must also be plan verifiable per W.S.E.C. i Section 1141. Should there be questions on this requirement, feel free to contact the Building Division office at 206-431 -3670. No further comments at this time. z w � JU UO (/) W= J � N L wo 9 : U. a � a. = w > :z �o z �--.. w D o. o CO, 0 �- w LL H. -o ui z O z PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 19, 2004 PROJECT: Washington Cities Insurance Authorities PERMIT NO: D04 -082 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments, 1) On sheet M -6 of 6 please specify the size, manufacturer, and model number of the proposed Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA). 2) Sheet L2.1 a) The title in the bottom line of the title block "Existing Conditions -2003" shall be revised since this plan shows proposed work. b) Show existing 27 -foot wide easement along the east and south property lines. c) Layout of the proposed landscape irrigation shall be revised. The point of connection for proposed 1.5" deduct water meter is incorrect. The new deduct water meter needs to be installed downstream of the existing domestic water meter. The existing domestic water meter is in the landscape island on the north side of the south driveway. The existing water valve and landscape irrigation DCVA shall be shown on the plan with a note that they may require relocation to accommodate the new deduct meter. The deduct water meter shall be Invensys S.R. or S.R. 2 with ECR -WP type register measuring in cubic feet. This type of water meter can be purchased at Hugh's supply or Fog -tite. Both suppliers are familiar with the City of Tukwila specifications. In order to connect the new deduct meter to the permanent meter reading system, a PVC conduit shall be used. Please note that the deduct water meter shall be installed within six feet of existing permanent water meter in the landscape area in order to connect to City radio. Basically the closer the two meters are the better. Mark -ups of sheet L2.1 and A.L.T.A. are attached for reference. 3) Update Project Directory table on sheet A0.0 per attached mark -up. (Plaurie Admin /Joanna/Comments D04 -082) Z Z JU UO U) (3 C0 LLI J = N a. w LL U �w z� Z LLI U� O C o� wW w z id L) O~ Z t '.:. -�a. . . a� ) .k }:+..- .{+ti1N &`;.Z;7YC ,....k Satz ,:r.Y.r:'t,�?•S`i�Y3%JrtiY�/i. t, :Ytr„W,2�'aa`d1t «. <.. w \ki.a .k +..,w� i PERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -082 DATE: 12 -02 -04 PROJECT NAME: Washington Cities Insurance Authority SITE ADDRESS: 320 ANDOVER PARK EAST Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 afte permit is issued DEPARTM II j _1___0 � f Building Division 21 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -07 -04 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: TOES /THURS 7"Structural TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 01 -04 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PERMIT COORD CORY z �z �W QQ W UQ N W = H. C0 U. W O LLQ N D = �W z 1— O z F_ W 5 U� ON off WW H LL: O W z U= O z 'j z�1. r.,n � i. �! A i. -rF: n. � t yr ii i...t.✓;;i;r:��;; , St} v. .�+E^,::S +,r,�:;.,t,fi� +zZ4'+3i • �.�:lr ;pa iF':.iw.:+>ti4'.+;+nr»;u. rn+v<�siu • fkS�:tiu3ia':,�Gdt+4'ti£t:w�i/" �,xwwi�� � ',t+. PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -082 DATE: 07 -22 -04 PROJECT NAME: WASHINGTON CITIES INSURANCE AUTHORITY SITE ADDRESS: 320 ANDOVER PARK EAST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 fte permit is issued DEPARTMENTS: Bull g ivision Fire Prevention [�] Planning 17ivision Public Works [� Z Structural ❑ Permit Coordinator l,�lM1 DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 07 -27 -04 Complete Ed Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route d Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS 6111 CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08 -24 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routlng sllp.doc 2 -28 -02 ohm x. .... z Z �w QQ JU U (/) J = H CQ L w w? `� a = w z f- �O z�_ W W Uj3 U o� W W z U= O~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -082 DATE: 05 -10 -04 PROJECT NAME: WASHINGTON CITIES INSURANCE AUTHORITY SITE ADDRESS: 320 ANDOVER PARK EAST — Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after/before permit is issued DEPARTMENTS: y�Z Bu ing kv i sion ��``JJ �I Fire Prevention 1:1 Planning Division ❑ Pubic orkG 16 [d Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -11 -04 Complete I 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 7ING: Please Route tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 06 -08 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMiT COORD CORY Documents /routing slip,doc 2 -28.02 z Z � D JU UO U W= H �U_ w UQ w = a F w ' z �O w 2 5 U� O N oF_ wW �O z w CO) O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -082 DATE: 03 -05 -04 PROJECT NAME: WASHINGTON CITIES INSURANCE AUTHORITY SITE ADDRESS: 320 ANDOVER PARK EAST X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPA TME;� 11 Buildi g Division Public Works 61 2 AWG3- -0� Fire Prevention �] MLA Planning Division DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -09 -04 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: TOES /THURS ROUTING: Please Route d 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 V Fire ❑ Ping ❑ PW Staff Initials: Documents /routing sUp,doc PERMIT COO R D COPY 2 -28 -02 DUE DATE: 04 -06 -04 ❑ Not Approved (attach comments) Y z Z � D JU 00 Cl) co W J = CO U. w LL �D _C% �w z �O Z i~ W U� ON 0H W w LL —0 111 Z U co l= _ O z PROJECT SAME: sfii ' L'[ 416 1 c j PERM1. . 0:. Site Address: • 4NDev -O/2 / Original Issue Date: G1Z/ -a REVISION LOG Revision No. I Date Received Staff I I Initials Date Staff Issued i Initials 7 -zz -oy Date Issued Staff I Initials Summary of Revision: L 6 7 ell sr_- rra ARca. en fi 44,10••r �T P —C. 270 7S ,fD C,-( G 7VS' 7a #Afl-t HdtL her cc [ Lt ,(,�.f nr w,cac� df G(o,n.� u,fc�[.t.ac.0 17",t04 . Ca,.,Aeo. Received By, � � S �, YA 5V dw � �K / - 5rK -S/, 1040&A nW. S 4rs fy7,0, H Z. Z T -"/e, s (pI64se print) Revision No. I Date Received Staff i Initials I I I I Date Issued Staff I Initials j 102 — o.I- -o ly I S I -2 I Summary of Revision: •��F�2RgG of D �,� T� rrJ� �i°�CE3S • V a/ yS -rd * 4 hire Ltr4nn c-7' 7a &-; 1&ax-a� o-& �� ,L.aAtlJ Ali? / �i� ri v Received By: c x c t u (pleas-- Arint) Revision No. Date Received I Staff Initials I Date Staff Issued Initials I I I I Summary of Revision: Summary of Revision: Received By: (please prim) Revision No. Date I Received Staff I Initials Date I Issued I Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: kplt=d]C pill ILI Revision R No. Date I Received I Staff f Initials Staff Date I In tals Issued Summary of Revision: Received By: t r+�m� Ncrx4h'w, rrt- c.�.r �.rsx•tr �,.r�n�m;. +gara'nw�':P St��ICF' �^ kt' IfKPA` G' wC' V4: �n' �?lf `.3�?'/?'e3�r,'s.'Ch ?+Y,���.�t; 3814' 44 *!U�','.I;�fFr��+"F'S'S�7!re. I� 1' z ~ w JU UO N W = H C0 LL WO 9 -j u_ Cj)0 = w I— O z 1— w w U� O- � I— W H LL z di U= O H- z RM ION SUB MITTATJ ":�r:�.�`�..�� City of Tukwila Department of Commainity Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tulcwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J Z U Plan Check/PermitNumber: D04 -082 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # _,eZ( after efore Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name Washington Cities Insurance Authority Project Address 320 Andover Park East Contact Person ' David Seely Phone Number 3 ?y— Summary of Revision: �^ — ©ice 5o nn r, QJc� z 1 L TENY41� 7 S�Pl�C,I� Z,45 AiLT Z 7�' ?v t+ LA-IF-o'?_ P69M i 7 - 7p 66- 95U16 C:17}� T�I�1Kwn . _ulJ Sheet Number(s): 4 D�4 i"l 5 A� Rwi S d!�tp "Cloud" or highlight all areas of revision including - date of revision Received at the City of Tulcwila Permit Center by: Entered in Sierra on �•Z'd� Y 3 i2ov✓St' :`:ifv+Ln.:ri«rr,4.• .; ur+... w. }:sw >a: rh«+ dwc. ,3txrw.s Z� W WD U 0, W= H. CO LL w 0 L Q CO) + 0 W � w �o U . CO. w F_ �. 4: 0 W Z U- 1- � O z Q iG) ►l 19D8 * 1 RM ION SUB MITTATJ ":�r:�.�`�..�� City of Tukwila Department of Commainity Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tulcwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J Z U Plan Check/PermitNumber: D04 -082 ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # _,eZ( after efore Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name Washington Cities Insurance Authority Project Address 320 Andover Park East Contact Person ' David Seely Phone Number 3 ?y— Summary of Revision: �^ — ©ice 5o nn r, QJc� z 1 L TENY41� 7 S�Pl�C,I� Z,45 AiLT Z 7�' ?v t+ LA-IF-o'?_ P69M i 7 - 7p 66- 95U16 C:17}� T�I�1Kwn . _ulJ Sheet Number(s): 4 D�4 i"l 5 A� Rwi S d!�tp "Cloud" or highlight all areas of revision including - date of revision Received at the City of Tulcwila Permit Center by: Entered in Sierra on �•Z'd� Y 3 i2ov✓St' :`:ifv+Ln.:ri«rr,4.• .; ur+... w. }:sw >a: rh«+ dwc. ,3txrw.s Z� W WD U 0, W= H. CO LL w 0 L Q CO) + 0 W � w �o U . CO. w F_ �. 4: 0 W Z U- 1- � O z � �1lIA, . �.J r ,,.. ..,,, '9 J 1G+ 1908 City of Tukwila Ot Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person: at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ? - P - :VOL C74— Plan Check/PermitNumber: D04 -082 ❑ Response to Incomplete Letter # RECEIVED* Ej . Response to Correction Letter # rnTV nF TI IKwu A Revision # 0 1 a&r/befiqmPermit is Issued JUL 2 2 2004 ❑ Revision requested by?a City Building Inspector or Plans Examiner PERMIT CENTER Project Name Washington Cities Insurance Authority Project Address 320 Andover Park East 4z 6S( —7S OQQ aFhCG Contact Person David Seely Phone Number 2a - �� - � �� 66LL Summary of • + ► • A 5 L t ' • 4_ ` '• ' a . Sheet Number(s): 1 -0 "Cloud" or highlight all areas of revision including date of revisio M Received at the City of Tukwila Permit Center by: Entered in Sierra on y -7 l g 10 Ll 04/08/04 010. z ;X z �w �D UO W ~. �LL WO 2 J LL j � =W z t- O w 25 D O N 0H WW LL O W z U= O z M Alz o 4 t i0 r 414 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 M & O Plan Check/Permit Number: D04 -082 ❑ Response to Incomplete Letter # ® Response to @orrection Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Washington Cities Insurance Authority Project Address 320 Andover Park East Contact Person David Seely Phone Number 125- S01 - S - C 7�O Summary of Revision: Q 00 1510 N 5 TO I u\,-A E L P- TLzP ►d-�t S P A Dom n OF 1.= LLZIA."rTL7(1. SE�� 0lV, AD0 1 0 n 6 G--' �-- 47 1 ts) 6 kJEU l S l 0 W + O 3TT— ►L �W _ t-� .mac »L. ! ■1�.. • 2 004 Sheet Number(s): A 0,0. A Z. A Z, 2- A 2 -3 4 N � Z- I - I "Cloud" or highlight all areas of revision Including date bf revision It Received at the City of Tukwila Permit Center by: Z Entered in Sierra on -D y 04/08/04 z J- z �w D 00 CO F- S2 LL w U - �D i �w Z E- O z F- w w U� O N 0H wW LL O .. z W U= O~ z :a. >., tt 1v,, ,. y....i.. t 1i..F..t li.S t•fi.,fy'. nl4' �i,:. Z7it: rA�' wi.:: �; r: fA+ �F= i'!.' i' �': i' 4' �• l: Jtr�rYnit +tnUza�.'tlr�,.w.l? -j.1' ' Y: W54N�iKMi�Mv.': v:• rr+• aw« ..............., a_..... ..........•.....,..., �.�., -...— ___._.-__.___..._.._ ._...•ryRw•+yewrgRq�gR{1Yiyji1} � t , ...t :r �. ,'.b Y; �•. Y Iti A l l, •,[' 1 • di _.,. , . , '1 . •� Q . \nr ti.;l�i+t.l`,�" .'. ;w.•�t �.,.I, {. , ih'� 't.''tY•'1,.;._. i,. • . ' .. .�'7 -f' '..F.; �: •,.: `'l� -W4 ,W/w �'' } 4:.1 rtr•' �3 lr �`. { : 1 +�I; ..r" i : ' •�,.. 1 •J , . F.. �+ r: , n >•,t,t',.,ti��;,+�i►;., - �.ulL; J. {,; - .;j �.S••1'. •"'r; t••; : ✓.:',:. ' � r ' ,,t.���•,.j� /i7;1�' {1':' �',,�.iir:;: • r�: / �1a�'� • �,li` 1 '• t i M1 . y ,'r 'in ',l ,•'�,. .. `'� .. z O 2 F z OH '11 C7 '� m_= rn o O 0c rn m O H z m -� + p� r �rn O_ m Cl) 0 0 c z 'p .�,. .:,. •�, ' ';+. • aim ,1• .!: '„ -.1,. 'ni,J:;•fi,� rl i''S + '}.�Y1�11�• ' `d��� ! Aqv C5% 1• CP p ill , Ilnnl 0 � V C-1 o r f- I a e �1 N T. 111: ,rar, �, . •; i..y'. 'CDro' rtij nn tij y pri;F�3; iH cn H i co M,H LIU 4! ss M1K 1. 0. t ko q I + I f T 1 • 7t•' � '• T , M 4 F 6 Q ' 33' -10 112 33'-O" 33' - O" 33' -0' 33' -I0 I /2' I REMOVE ALL 6Y4.8 I EXI5TIN6 GAS METER TO REMAIN COVE EXISTING TOILET,, LAVATORIES, I FROM ALL EXTERIOR + COUNTERS AND ACCE%00,IE5. REMOVE EXISTING TILE 11 j WALLS' (TYP.) I FLUOR AND WALL FIN REMOVE EXISTING CEILING. I REMOVE EXISTING EILIN6 a-.-r- MOUNTED PROJECT SCREEN AND SALVAGE TO b - NO WORK IN JANtT CLOSET. ' + b N II N SAW-VT FLOOR FOR ELECT. RACEWAY. JL tam= I =mo - M WALL ! DOORS T - WALL DOORS TO BE REMOVED BE RE OVED (TYP ' R VOOR�AND WAIL ' j jl U BE RVJOY . 4 . , TO � ■ I 19E REMOVED. GENERAL DEMOLITION NOTES I. THE 6ONTRACT FOR CONSTRUCTION GON ALL DEMOLITION WORK REQUIRED TO PREPARE THE MILDING5 AND 51TE FOR THE CONTRACTED C.C45TRUGTION5 WORK. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE &ENERAL 56OPE OF WORK ONLY. THE CONTRACTOR MUST VISIT THE 51TE PRIOR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE FOR SAME. 2. THE CONTRACTOR 15 TO VERIFY THE LOCATION OF ALL UTILITIE5 AND 5ERVICE5 TO THE 51TE PRIOR TO BEGINNING^ ANY DEMOLITION OR SITE IMPROVEMENT5. 3. VE RIFY" ALL EXISTING UTILITIE5 AND EQUIPMENT, RELOCATE EXI5TIN6 UTILITIES AS REQUIRED FOR IEW WORK. NOTIFY O" ER OF CONFLICTS. 4. PROTECT ALL EXI5TIN& CONSTRUCTION THAT 15 TO REMAIN FROM DAMAGE DURING DEMOLITION. BRACE AND SUPPORT .ALL WORK UNTIL IT 15 PROPERLY REMOVED OR INCORPORATED INTO NEW CONSTRUCTION. PROVIDE BARRICADE5 BETWEEN AREAS OF WORK AND OCCUPIED SPACES. 5. NO MATERIALS FROM THE DEMOLITION AR.E TO BE 5TOGK PILED ON PLANTING .AREAS OR PUBLIC RIGHT -OF- WAYS. ALL RUBBISH AND PRODUCTS yr L"," )LITTON ARE TO BE REMOVED FROM THE SITE. 6. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FRUM DAMAGE AT ALL TIMES. `1 ALL ITEMS THAT ARE DEMOL15HED OR REMOVED FROM THE 51TE AND ARE NOT TO BE 5ALVAuED OR REINCORPORATED INTO THE GON5TRUGTION BELONG TO THE GONTRACTOR. D. DURING THE C.OUR5E OF WORK IF THE EX15TENGE OF ASBESTOS IN THE 5TRUCTURE OR BUILDING 15 OBSERVED, THEN CONTRACTOR SHALL PROMPTLY NOTIFY OWNER AND ARCHITECT RE6ARDIN6 REMOVAL OR ENCAPSULATION OF THE A5BE5TO5 MATERIAL AND CONTRACTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE A5BE5T05 MATERIAL PRIOR TO RECEIPT OF SPECIAL IN5TRUCTION5 FROM OWNER THROUGH THE ARCHITECT. 4. REMOVE AND RELOCATE ALL ELECTRICAL AND MECHANICAL AND PLUMBING WORK ATT, ,,HED TO WALLS TO BE REMOVED. PATCH THE FLOOR SLAB AS REQUIRED. 10. REr10VE EXI5TINCI INTERIOR WALLS, PARTITIONS AND DOORS AS SHOWN. II. REMOVE EXISTING G.W$. ON ALL EXTERIOR WALLS INCLUDING BELOW WINDOWS (INCLUDING LEASE 5PACE5 ON FIRST FLOOR REMOVE WINDOW CA51N6 AND SILLS AS REQUIRED FOR NEW G.W.B. AND TRIM. 12. REMOVE ALL EXI5TING CEILING TILE5, LIGHT FIXTlIRE5, TRACT LIGHT5, SOFFITS, CEILING FIN15HE5, INCLUDING SUPPORT 5Y5TEM5, BUT RETAIN HANGER WIRE5 ON FIRST FLOOR AND IN 5ECOND FLOOR PUBLIC, AREAS. 13. REMOVE ALL LIC7HT FIXTURE5 IN AREAS OF WORK. RETAIN HANGER WIRES AS NEEDED, 14. REMOVE EXISTING FIRE ALARM 5`'5TEM, H05E 6ABINET5 AND FIRE EXTIN6 RETAIN FOR REINSTALLATION. 15. REMOVE ALL FIRE 5PRINKLERS AS REQUIRED FOR NEW SYSTEM. Ib. REMOVE EXISTING HVAC BRANCH SUPPLY DUCTS, DIFFV5ER5, VAV BOX55, AND EQUIPMENT NOT REQUIRED FOR NEW WOI REMOVE ALL HV AG EQUIPMENT NOT REQUIRED FOR NEW 5Y5TEM. 17. IDENTIF "' ANP TAG ALL ELECTRICAL WIRING- t DEVIC - 5, PHONE WIRING AND PEVICE5, COMPUTER CABLING, ETC. THAT 15 5ERVIN6 OC4A PIED SPACES. REMOVE ALL OTHER WIRING 4 DEVICES NOT REQUIRE FOR NEW WORK. 18 REMOVE ALL EXISTING FLOOR FINISH TO EXISTING GONGQETE SLAB ON IRST FLOOR AND SUBF_OOR JN 5ECOND FLOOR IN C40MMON5 AREA AND PREPARE 5LAE OR 5UBFLOOR FOR NEW FLOORING. 14. REMOVE ALL EXISTING PLUMBIN6 FIXTURE5. RETAIN ANC' RE=PAIR ALL L1NE5 AND FLOOR PENETRATIONG WHERE FIXTURES ARE TO BE REPLACEC -. 5Ak:UT CONCRETE ANC' REMOVE FOR NEW UNDER 5LA13 PLUMBING ANC UTILITY WORD 20. PATCH EXISTIN45 CONCRETE 5LAB AND DEMISING WALLS A5 I;_Eu1MRED A REMOVE EX15TIN6 FURNISHINGS, EQUIPMENT AND FIXTURE5 NOT REQUIRED FOR NEW WORK. 22. MAINTAIN ACZE55 TO EX!5TIN6 PLUMBING CLFANOUT5 VERIFY EXI5TING LOCATIONS. 23. REMOVE DAMAGED INSULATION THAT 15 EXPOSED DURING CO1�5TRUGTION, REPLACE DAMAGED AND M155!N6 IMSULATION WITH NEW INSULATION AND VAPOR BARRIER - 0 MEET ALL PERTINENT CODE REc2UIRE1 24. KEEP ONE MEWS AND ONE LADIES TOILET OPERATIONAL AND AGC.E551BLE AT ALL TIME5. COORDINATE TOILETS TO BE AV ILADLk E WITH THE FOL LOMING NOTES REFER TO TENANT SUITES 245, 210, 275 AND 280 25. REMOVE DOORS AID JAMB5 AS SHOM IN TENANT SPACE5. 26. REMOVE FLOOR SOVERi" AND WALL BASE IN THE TENANT SPACES. 27. REMOVE SUSPENDED CEILING AND LW-IT FIXTURE5 M THE TENANT SP A CE 5. 28 REMOVE ALL KRAFT FACED II145ULATION FROM UNDER R, OF DECK THAT 15 EXP05M BY REMOVAL OF THE 5U5PENDED CEILING. 2q. REMOVE HVAC COMPONENTS AS REQUIRED TO INSTALL NEW HVAC SUPPLY AND RETURN &RiLL5 AW DUCTWORK IN THE TENANT SPACES. 30. REMOVE ELECTRICAL AND GABLE AS REQURED FOR THE INSTALLATION OF NEW ELECTRiCAL AND GABLE IN THE TENANT SPACES. REMOVE 5URFACE MOLRTED ELECTRIc�AL OUTLETS i CONDUIT ON EX15TIN6 WALLS TO REMAIN. REMOVE 2 EXI5TING 9UBPANELS 31. REMOTE ALL KALLS "fTER SPECIFICALLY INDICATED OR NOT EXCEPT VffRE SHOWN TO REMAIN, DEMOLITION NOTES ELE 11 l REMOVE 015PLAY CA == hl M IRE n • ��Ir - -qr„I TO BE FH _O el REMOVE EXI5TIW7 ; -- SAWC/UT OPENIW7 IN �� tf _BEAM O TI LED C ONCRETE ' II n + N • _ _ _ _ _ LOVED. . . WALK. FIRST FLOOR DEMOLITION PLAN 175' -q" Q TIM d m*n dM M Tea is !M soqw of w w IMM pd w sppw4 " 40 WM* ftifto rA reoft a rnw pbn xibmW O i �� �I I � •r ,Q b WORK %0* * 'N SPACES 205, 210, 2251 230 N.I.G. & SECOND FLOOR DEMOLITION PLAN A4 Nv sk%, Tyr.® ad THI5 OFFICE SHALL REMAIN OC.l.A PIED THROWH THE ENTIRE CONSTRICTION PERIOD 1 Wow i 7 10Rs of amw can P" . eum�c� c 9 REVIEWED FOR CODE COMPLIANCE APPROVED AUa -- 5 2004 ty of Tu wi la BUILDING DIVISION N SCALE: /16" = 1'-4'' 'r'*rc phn ��I d oral is s��t m � and °mhiMmt d�pored d °^*nrnae. Irp� � 1c acb�aM�d� a Oft - LoA se, /"a 516N PERMIT REV. 03,''q104 BLDG. PERMIT REV. 05/01/04 BID ADI)W 1 05/18/04 BID ADDENDUM 2 05/24/04 CONST 0114AN6E5 01/01/04 V x � z Z Lu N IFft- REM ui ct m 2 2 L ' Q � � 3 - -. ,- DEMOLITION PLAN REM OVE •O FOR • PIT AND e MEOW •••••••••••••••••• •••••••••••••••••• • � i � i � i � i� i � i � i � i � i� i � i � i � i � i � i� i � i � ••••••••••••••••• r FIRST FLOOR DEMOLITION PLAN 175' -q" Q TIM d m*n dM M Tea is !M soqw of w w IMM pd w sppw4 " 40 WM* ftifto rA reoft a rnw pbn xibmW O i �� �I I � •r ,Q b WORK %0* * 'N SPACES 205, 210, 2251 230 N.I.G. & SECOND FLOOR DEMOLITION PLAN A4 Nv sk%, Tyr.® ad THI5 OFFICE SHALL REMAIN OC.l.A PIED THROWH THE ENTIRE CONSTRICTION PERIOD 1 Wow i 7 10Rs of amw can P" . eum�c� c 9 REVIEWED FOR CODE COMPLIANCE APPROVED AUa -- 5 2004 ty of Tu wi la BUILDING DIVISION N SCALE: /16" = 1'-4'' 'r'*rc phn ��I d oral is s��t m � and °mhiMmt d�pored d °^*nrnae. Irp� � 1c acb�aM�d� a Oft - LoA se, /"a 516N PERMIT REV. 03,''q104 BLDG. PERMIT REV. 05/01/04 BID ADI)W 1 05/18/04 BID ADDENDUM 2 05/24/04 CONST 0114AN6E5 01/01/04 I PERMIT REV, cf r'o ° tea JI/I 2 ? 2004 REVISION !0 nr Dfiffi,m.*er jkirhiectA P. S 7983 Leary Ray NE Redmond, RA 98052 (425) 881- mail @driftmier.com THIS DOCLWN' REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT ANC SHALL NOT BE LSED ON OTHER PROJECTS FOR ADD!T ONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY N OR AGREEMENT N 0 I•ING REVISIONS No. oES�►non o��c ISSUE DATE: 07 JUL 2004 DRAWN BY: RNS CHECKED BY: DRS PROJECT NUMBER: 20312 .SHEET NUMBER: A2.0 3 O V x � z Z Lu N IFft- Uj ui ct m 2 2 a Q � � 3 DEMOLITION PLAN THIS DOCLWN' REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT ANC SHALL NOT BE LSED ON OTHER PROJECTS FOR ADD!T ONS TO THIS PROJECTOR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY N OR AGREEMENT N 0 I•ING REVISIONS No. oES�►non o��c ISSUE DATE: 07 JUL 2004 DRAWN BY: RNS CHECKED BY: DRS PROJECT NUMBER: 20312 .SHEET NUMBER: A2.0 rjppv 4A Ir o� II II EXTEND TOP OF WALL A5 NEEDED TO MAKE WALL TYPE B 44 II REVIEWED ONCE CODE COMPLIA p.QPROVEo AUG -- 5 2004 City Of Tukwila N BUILDING DIVIS i : OF /W A�,�yICTON THIS OMMENT REPRESENTS A PROPR'ETARY DESIGN 01AE1 BY THE ARCHITECT AND SHALL NOT SE USED ON AT ..: � non IC/�TC rein lM I T I Fa, TA TJ I! on^ IC/ Aft N r . Y A a NEH ENTRY CANOpY ROOF BELOW I VOP#6PCVT (DAYLIGHT TO PLANTER) GUTTER I� I t i b b 4*pWW*a'0% A I - P.We`7 �r ° tea Dfiftn 0 Am hiec4 A P. S 7983 Leary Way NE Redmond, AA 98052 (425)881-7506 mail @driftmier.com �• Ksm"" DAT W a � 3 �. BLDG. PER* RED'. 05i0"I! �. BID ADDEN i �p V 4�. a 05/24/04 O Q � tz d PERMIT REV. LU m 2 Q Q 3z R SECOND FLOOR PLAN �• Ksm"" DAT 51GN PERMIT REV. 03 /IQ/ 44 �. BLDG. PER* RED'. 05i0"I! �. BID ADDEN i o5ne /o4 4�. UM BID ADDEND 2 05/24/04 ` 00145T C 4ANGE5 0�/0�/04 d PERMIT REV. r. dWP Permit Submittal Detail Book March'5 2004 o CODE COMPLIANCE pPPRG� AUG - 5 2004 DIVISION BUILDI� -- p r� t r 2 Bldg Permit Rev 05/05/04 5 Bldg Permit Rev 07/12/04 ♦ .r � .issue w � <. � y ,w.q r -. . ..r •r r r A 1' t � �,� i .fir.+ — -''� - --- — ���.r•^ -- .rt_. --- 117cr'_3 +� :�' � �ya'at r• - - _ �r�..�,...... �r .-r a.��.raw +tee • - � • 3w s -' �� � � - - .wr�r'..`�:....�i► ..r:�::. "'_."�� _ - - �rir���r - - —� — � '�`. 1: +w+,. + -. i �. , a b.l +_ , ..mss �:t • _ c � #r ' � e r Permit Submittal Detail Book March'5 2004 o CODE COMPLIANCE pPPRG� AUG - 5 2004 DIVISION BUILDI� -- p r� t r 2 Bldg Permit Rev 05/05/04 5 Bldg Permit Rev 07/12/04 ♦ .r � .issue w � <. � y ,w.q r -. . ..r •r r r A 1' t � �,� i .fir.+ — -''� - --- — ���.r•^ -- .rt_. --- 117cr'_3 +� :�' � �ya'at r• - - _ �r�..�,...... �r .-r a.��.raw +tee • - � • 3w s -' �� � � - - .wr�r'..`�:....�i► ..r:�::. "'_."�� _ - - �rir���r - - —� — � '�`. 1: +w+,. + -. i �. , a b.l +_ , ..mss �:t • _ c � #r � r x G) w � 46 1 gs .. d r u m .�•� A p M O s Z G1 X C m V) � WASHINGTON CITIES INSURANCE AGENCY A DMtNISTRATION CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE Type Location 8 Type Manuf. Catalogue Number V. Lamp � , Notes E5 Monument Sign ExceLine GF3- H- 70L)Q_ -BRW -PCB -2 120 Wall mtd. up light F1 Offices, etc. Lightolier VPA2G29PR232- 120-SO 1 120 (2) 32W T8 General 2 -lamp Parabolic, Drywall kit where req'd. Qty in [ j for N.I.C. tenant., spaces F2 WCIA Offices, Lightolier CFS2PGW332- 120-SO 120 (3) 32W T8 : General 3 -lamp. Drywall etc. kit where req'd. F3 Toilet Walls Lightolier PTS7148 - 120 (1) 32W T8 . Wall wash fixture, set of 3 fixtures - 12 ft. lang. F4 Toilets &Records Lightolier VPS8G10MR132- 120-SO 120 (1) 32W T8 8" wide parabolic down . light. Drywall kit where req'd. - F5 General Wall Mtd. Lightolier PS- W1-4- I-E81-MEDIUM 120 (1) 32W T'8 Linear up -light with pert. BRONZE - Screen F6 Toilet Rooms Lightolier CWBX217- V- [ballast] 120 (2) 17W T6 F7 Strip Light Lightolier SN4S132HPF- volt -ball- 120 (1) 32W T8 Strip light for cove and NASYC40 CSP �. indirect lighting w/ asymetrical reflector F8 Utility Strip Light Lightolier SW4S232HPF -volt-ball 120 (2) 32W T8 2 -lamp utility strip fixture F9 Under Cabinet Lightolier TCU40W 120 SO BPR 120 (1) 32W T8 i S F11 Tenant Suites Lightolier DPS2G24LP332- 120-03 120 (3) 32W T8 General 3 -lamp Parabolic stencil X2 Emergency light Lightolier E2 2 50L H12 W 120 White housing I 6 ► C C DRAFT5TOP AROI CORRIDOR AND COMMONS ARE 45 C PATCH EXI5TING 6.W.B. AS REO'D. C C r i. 9H %EET A2.4 FOR CEILING PLAN NOTE • 2 F L F LE600. 3• COWON AREA CL65. AND L16HTING ON 2rd FLOOR ARE PEW AND UDDER TH15 PERMIT AND 560PE OF WORK. GEIL" AND L16HTINC6 IN 2nd FLOOR TENANT SPAGES 245, 210, 215 t 260 ARE AL50 INCLUDED. 4 PROVIDE DRAFT STOP CONSTRJGTION ,1 NER C,ORRIDOR/C*+iON AREAS WALL5. DRAFT 5TOP SHOW A5: Damao ...... -- - - 5 REPLACE M1 551146 ROOF INSULATION WITH PEW GATT INSULATION WWORMING TO ALL C.OM AND CITY REQUIRMENT5. 6 FOR HALLWAY L16HTING, ENTRY PLACEMENT 4 LOCArION5, GONFIRM WITH ARCHITECT PRIOR TO ROUGH -IN OF ELECTRICAL. FIXTURE QTY 15 5HOHN 13UT LOCATION 15 SUBJECT TO CHANGE. 1• DOVER EX15T GRAFT PAPER FADED INSUL. ON WALLS AND 5OFF I T W/ LAMTE(, NW- VR, .1046 MANVILLE F5K OR E(WIVALENT. � NOTES AND LEGEND r The DHftmiel ArchiecLs, P.S. 7983 Leary Ifay'NE Redmond, WA 98052 (425)881-7506 mail @driftmier.coII it k REVISIONS W. 1 1#1346,1 a►raN a►rE C C W11 n 1w ♦ L-1 IL114 ; —F. 411o.%04 SECOND FLOOR ALTERNATE REFLECTED CEILING PLAN VV1LV11VV. WED FOR ZIMPLIANCE ROVED -52004 f Tukwila DIVISION "rol NG ROOF 4I TH NEW BATT ;ONFORMING E AND CITY 5. Q T GRAFT :D INSUL. ON 5OFF IT W/ I -VR, JOHN5 iK OR 2L TO ROOF :ATE 'ER WALL . h\ ' SPAGES 15 d X80 A s AL DIFFU5ER5 RN AIR 6RILLE5 TALLER IN TENANT 45, 210, 215 d 280. NO 0E516N TO BE 11E( H. CONTRACTOR ONO REFIR6ERATION) :OVER BY MECH. ENGR. 93 4 1 A ' N � ?p . V V � SCALE: 516N PERMIT REV. 03'A/04 �.. ".'• ... .a�..,.�,, ...- .a1w.►+�.rw.ia BLDG. PERMIT REV. 05/07/04 BID ADDENDUM 1 W � 3 50 ADDENDUM 2 05/24/04 V zz CONST CHANGE5 0 loft ~ W C9 V W � D Z 2 n m Q � � 3 g SECOND FLOOR REFLECTED CEILING PLAN it k REVISIONS W. 1 1#1346,1 a►raN a►rE C C W11 n 1w ♦ L-1 IL114 ; —F. 411o.%04 SECOND FLOOR ALTERNATE REFLECTED CEILING PLAN VV1LV11VV. WED FOR ZIMPLIANCE ROVED -52004 f Tukwila DIVISION "rol NG ROOF 4I TH NEW BATT ;ONFORMING E AND CITY 5. Q T GRAFT :D INSUL. ON 5OFF IT W/ I -VR, JOHN5 iK OR 2L TO ROOF :ATE 'ER WALL . h\ ' SPAGES 15 d X80 A s AL DIFFU5ER5 RN AIR 6RILLE5 TALLER IN TENANT 45, 210, 215 d 280. NO 0E516N TO BE 11E( H. CONTRACTOR ONO REFIR6ERATION) :OVER BY MECH. ENGR. 93 4 1 A ' N � ?p . V V � SCALE: E Y: TE: Oi JULY 2004 RNS, KL BY: 8R5 PROJECT NUMBER: 20312 j I Emuni SHEET NUMBER: A2.5 516N PERMIT REV. 03'A/04 �.. ".'• ... .a�..,.�,, ...- .a1w.►+�.rw.ia BLDG. PERMIT REV. 05/07/04 BID ADDENDUM 1 05118104 d`. 50 ADDENDUM 2 05/24/04 CONST CHANGE5 0 d PERM REV. E Y: TE: Oi JULY 2004 RNS, KL BY: 8R5 PROJECT NUMBER: 20312 j I Emuni SHEET NUMBER: A2.5 THIS DOCukcNT REPRESENTS A PROPRIETARY DESIGN OWNED BY - HE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREE]rENT I N wR I - I NG w _ v . •w»..++.: >:w:.��.i►..r.wstr...» w.`. �.. ".'• ... .a�..,.�,, ...- .a1w.►+�.rw.ia c:�liltMu.M� •.......k., .. ..... }.. . •F* THIS DOCukcNT REPRESENTS A PROPRIETARY DESIGN OWNED BY - HE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREE]rENT I N wR I - I NG w GENER/aL (VOTES 1. IT IS THE RESPONSIBILITY OF TfiF CONTRACTOR TO SEC t-e FULLY IUNARF Of ANY AND ALL GONDITM5 RELATED TO THE SITE AND EXISTING CONDITIONS THAT MAY AFFECT THE COST OR SCHEOULINC7 OF WNSTRUCTION ACTIVITIES, PRIOR TO 5MMITTINC- A BID. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS Al-40 GONDITION5 AT THE .LOB SITE I NCUJDING SOIL 00NDITION5, AND CONDITIONS RELATED TO THE LOCATION OF EXI5TING UTILITIES AND SERVICES BEFORE GOP' WNGIN6 WORK AND BE RESPONSIBLE FOR THE ABOVE. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, 3. DO NOT SCALE DRAWINGS OR DE TAIL -- USE 61 V'EN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMEN51ONED ON PLANS. DIMEW SION5 ON PLANS ARE TO FACE OF EXI5TIN6 FINISHES, GRIDLINE OR CENTERLINE U.N.O. NEW DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE (4.5 ") FROM FACE OF ADJACENT WALL ON THE H I N&E 51 DE OF DOOR. 4• THE DRAWINGS INDICATE GENERAL AND TYPICAL r7ETAIL5 OF C- ONSTRUCTION. WHERE CONVITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 51-10WN, 51MILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE 5TRUCTUIR AL ENGINEER. 5. BUILDING SYSTEMS ANC COMPONENTS NCT 5PEGIFIc -ALLY DETAILED SHALL BE INSTALLED, AS PER MINIMUM MANUFACTURERS REGOMMENC4TION5. NOTIFY THE ARCHITECT OF ANY RESULTING C•ONF L IGT5. 6. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDIN- ACCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS 5PEGIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAW5 OR ORDINANCES, THE LAW5 OR ORDINANCES SHALL GOVERN. NOTIFY` THE ARCHITECT OF ALL CONFLICTS IMMEDIATELY. 1. COORDINATE ALL OPERATIONS SUCH A5 AREAS U5EI? FOR MATERIAL STORAGE, ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE ARCHI T&:,T AND PROPERTY MANAGER. 8. THE BUILDING SHALL BE PARTIALLY OCCUPIED DURING CONSTRUCTION. MAINTAIN EXITING FROM OCCUPIED AREAS. q. INSTALL DU5T BARRIERS, BARRICADES, GUARDS AND OTHER PROTECTION AS REQUIRED TO PROTECT INSTALLED FINISHES AND FAG ILITIE5, AS WELL AS OCCUPIED AREAS. COORDINATE WITH PROPERTY MANAGER FOR REOUIRED PARKING AND BUILDING ACGE55. 10. SOME !TEM5 OR SYSTEMS INCLUDED IN THE GON5TRUCTION DOCUMENTS ARE TO BE "BIDDER DESIGNED" OR ARE PROVIDED BY OTHERS. THE ARCHITECT AND CONSULTING ENGINEERS WILL REVIEW ALL BIDDER DESIGN SUBMITTALS AND WILL DETERMINE IF THE SUBMITTAL 15 IN CONFORMANCE WITH THE GENEF- \L DE516N CONCEPT. THIS REVIEW DOES NOT RELIEVE THE -�'ONTF:AC TOR OF THE RESPONSIBILITY TO CONFORM TO THE REOUIREMENT5 OF ALL CODES AND THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR 5HALL COORDINATE THE PLACEMENT OF BIDDER DE516NED ITEMS WITH THE STRUCTURAL SYSTEM AND FRAMING. CONFLIGT5 SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED MODIFIGATION5 INCLUDED IN , rHE BID PRICE. II. CONCEPTUAL PLUMBING AND ELECTRICAL INFORMATION 15 INCLUDED WITH THE ARCHITECTURAL 17)RAWIN65. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWIN65 BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY 13ETHEEN THE ARCHITECTURAL DRANINC75 AND THE CONSULTING ENGINEER(5) OR OTHER SUPPLEMENTARY DRAWIN65 SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT 12. THIS PROJECT CONTAINS &LAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL GLAZING STANDARDS AND THE 6LAZING 5UBGONTRACTOR 5HALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS. IF THE GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE 5TANDARD5, HE /5HE SHALL BRING DI'SCREPANGIE5 TO THE ATTENTION OF THE ARCHITECT BEFORE PF JCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE 5TANrJ' AR.DS WILL BE ENTERTAINED RECGARDLE55 OF THE CONTENT OF THE P- RAWIN65 AND 5PECIFICATION5. 1% NEW CEILING 5U5P'EN510N SYSTEMS SHALL BE STABILIZED A6AIN5T LATERAL 5E15MIC MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE UBG, Ig41 EDITION. 14. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED OR Fl►RRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION IN DRAWIN65. OFFSET STUDS :WHERE REQUIRED 50 THAT FINISHED WALL SURFACES WILL BE FLUSH. 15. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR 5TRUGTURE AND 5TRUGTURAI- GOMPONENT5 UNTIL ALL. FINAL CONNECTIONS HAVE BEEN C- OMPLETED IN ACCORDANCE WITH THE PLANS. 16. CARRY ALL FOOTINGS TO SOLID, UNDISTURBED ORIGINAL EARTH. REMOVE ALL UNSUITABLE MATERIAL UNDER FOOTINGS AND SLAB AND REPLACE WITH CONCRETE OR WITH COMPACTED FILL. 11. ALL WOOD FRAMING DETAILS AND CONNECTIONS (SHOWN AND NOT SHOWN) HALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UBG. ALL LIvHT 6AUC7E METAL STUDS AND FRAMING SHALL BE INSTALLED PER THE 5TANDARP5 AND DETAILS PUBLISHED B„ THE STEEL STUD MANUFACTURER'S ASSOCIATION - 1 8• ALL WOOD IN DIREL:T CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER, OR GIRDE RC LF-55 THAN 18" FROM GRADE SHALL BE PRE55ME TREATED WITH AN APPROVED PRESERVATIVE 4 SHALL BE IDENTIFIED WITH THE STAMP OF THE AMER!GAN WOOD PRESERVERS INSTITUTE. USE BUILDING PAPER a J015T ENDS TO PREVENT CONTACT W! TH CONCRETE. KI• FIRE BLOCKING SHALL BE PROVIDED AT MID - HEIGHT OF ALL STUD WALLS ANr> PARTITIONS OVER 10 FT. IN HEIGHT, AT THE CEILING AND FLOOR LEVELS, AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HOR i ZONTAL 5PAGE5 SUCH AS OC<,+JR AT 5OFF I T5, DROP GE I L I NG5 AND COVE CEILINGS, AND AT 10 FT. INTERVALS AS REQUIRED IN THE Iq -17 UBG SEC. 108.2.1 20• DRAFT STOPS SHALL BE INSTALLED IN FLOOR- CZ -ILIN& ASSEMBLIES SO THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 3,000 S.F. AND 50 THAT THE HORIZONTAL DIMENSION BETWEEN 5TOP5 DOES NOT EXCEED 100 FEET AS RE00RED IN THE Igg1 UBG SEC, '108.3.1.1.3. IN ATTICS DRAFT 5TOP5 SHALL BE INSTALLED 50 THAT THE AREA DOES NOT EXCEED gp00 S.F. OR 100 FT. IN HORIZONTAL PIMEN51ON AS REQUIRED IN THE Igg1 UBC, SFG, 1083.12.2. 21• FIRE BLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWD THICKNESSES OF I -INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS. DRAFT STOPPING MATERIALS SHALL NOT BE :. - 55 THAN 1/2" GYP. BOARD, 318" MOOD STRUCTURAL PANEL, 3/8" TYPE 2 -M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. 22 • FASTEN GYP`5UM WALLBOARD TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING W 1 TH TYPE 5 OR W DRYWALL SCRE W5 OR COOLER NAILS AT 1 INCHES O.G. MAXINUJM SPACING U.N.O. USE 50 NAILS OR 06 X I - i /4' SCREWS FOR 1/2" WALLBOARD AND 6D NAILS OR #6 X 1 -114" SGREW5 FOR 5/6" YALLBOARD. 23 . PROVIDE GALVANIC INSULATION BETWEEN D1551MILAR METALS. 24. ALL EXIT DOORS SHALL BE OPENABLE FROM THE IN51DE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 25• A�_L EXIT 51C7N5 SHALL HAVE LETTERS 51X (6) INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO IDRAWINCGS FOR EXIT SIGN LOCATIONS. 26• CONTRACTOR SHALL PROVIDE ADDRE55 SIGNS AS DIRECTED BY ARCHITECT POSTED P_ PLAINLY LEGIBLE FROM THE STREET OR ROAD FRONTING THE BOLDING IN COMPLIANCE WITH THE REQUIREMENTS OF THE BUILDING OFFICIAL. 2 ELECTRICAL, MECHANICAL AND ENERGY NOTE ARE LOCATED IN THE DETAIL BOOK, SECTION q. 2c'�. THE GENERAL CONPITIONS OF THE CONTRACT AND TECHNICAL 5PECIFICATION5 ARE CONTAINED IN THE PROJECT MANUAL. THE CONTRACTOR(5) AND SUB- CONTRACTOR(5) ARE RESPONSIBLE FOR ALL ITEMS CONTAINED IN ALL OF THE CONTRACT DOCUMENTS. 24. NO HATERIAL5 FROM THE WORK ARE TO BE STOCK PILED ON PUBLIC RICH i -OF -WAYS. ALL RU55I5H AND DEBRIS IS TO BE REMOVED FROM THE SITE. 30. ADJACENT PROPERTIES, STREETS AND WALK5 ARE TO BE PROTECTED FROM DAMAGE AT ALL TW*5. CONTRACTOR SHALL PROVIDE TEMPORARY FAC ILITIE5 AND EROSION CONTROL MEASURES TO PROTECT PUBLIC AND ADJACENT PROPERTY. 31. ALL WORK IN PUBLIC RIGHT -OF -WAYS SHALL MEET THE REQUIREMENT5 OF THE LOCAL JURISDICTION. 32. THE ARCHITECT A SSUMES NO RESPONSIBILITY FOR ENGINEERING AND SURVEY DATA PROVIDED BY OTHERS. 33. THE CONTR FOR CONSTRUCTION SHALL INCLUDE ALL DEMOLITION HORK REQUIRED TO PREPARE THE BUILDINC AND THE 51TE FOR THE C0N5TRUGT ION WORK. THE CAE h10L I T ION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF THE WORK OWY. THE CONTRACTOR MIST V151T THE 51 TE PR I OR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RE5PO1&SL.E FOR SA IAE. 34. OWNER'S CONTRACTORS WILL BE INSTALLING/IPGRADING THE MVAC SYSTEM AND TENANT SPACE I TS. GENERAL CONTRACTOR WILL NEED TO COORDINATE WITH THESE C4NTRACTOR5. 35. PROVIDE PLYWOOD CONSTRUCTION 516N PER DETAIL i EPARATE PERMIT R QUIRED FOR: PAECHANICAL ELECTRICAL PLUMBING - :tr GAS PIPING ITY OF TUKWILA UILDING DIVISION WASHING FILE: COPY BUILDING.REMODEL understand that the Plan Check approvals we aubject to errors and omissions and approval of pans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Pate I' Permit No. .L E E WO QA �- ili4t't MILL lt..W111 A MW PLAN suammW III W9 PROJECT DATA PARCEL NUMBER 022320 -0060 TOTAL AREA OF SITE: 73,144 5F AREA OF EA.5EMENT: 20,023 5F NET AREA OF 51TE: 54,121 5F RAGE DAT LOT COVERAGE BY BUILDING: ABBREVIATIONS ACa*. AC STIGAL H.B. HOSE BIB A.D. AREA DRAIN H.G. HOLLOW LORE A.F.F ABOVE FINISHED FLOOR HDWD. HARDWOOD A66R. AGGREGATE H.M HOLLOW METAL ALUM. ALUMINUM HORIZ. HORIZONTAL ARi,H. ARCHITECTURAL HR HOAR A513. ASBESTOS HC-7T., HT. HE16H' A5PH. ASPHALT H.W.H. HOT WATER HEATER W. BO *6M. INSULATION BLDG. BUILDING NdT.,INTE'R INTERIOR BLKG. 13LOGKIN6 JAN. JANITOR BM. BEAM BA. BOTTOM OF LAM. LAMINATE BOT. BOTTOM MAX. MAXIMUM G.B CATCH BASIN MEC.H. MECHANICAL IMTL METAL GLb. CEILING MFR. MFR. MANUFACTURER GLK6. CAULKING MANHOLE C ' L ' - CA-� MIN. MINIMUM GLR CLEAR MLR. MIRROR G.M.U. CONCRETE MASONRY UNIT M15G. MISCELLANEOUS COL- COLUMN C,Ow, WNCRETE N.I.G. NOT IN CONTRACT CON T. CONTINUOUS NO OR # G.S. GRAYVI. SPACE : N SCALE p/ OVER - D O.G. ON CENTER VTL., DET. DETAIL O.H. OVER HEAD VIA. DIAMETER DIM. DIMEN51ON PERF. PERFORATED DN DOWN P.LAM. PLASTIC LAMINATE D5. DO~OUT PLWD. PLYWOOD DWG. DRAWING PR, PAIR EA. EACH P.T. PRE55URE TREATED E.J. EXPAN51ON JOINT PTV. 'PAINT EL., ELEV. ELEVATION ELECT. ELECTRICAL P.T.D. 'PAPER TOk*L DI5PEN5ER EMER. EMERGENCY GUAN QUANTITY E.P. ELEGTRIGAL PANELBOARD R RI5ER5 Ea. EQUAL RAD. RADIUS EQPT. E QUIPMENT RD. ROOF DRAIN (E), E. EXISTING REF. REFRIGERATOR EXIST. EXISTING REW REINFORCED, REINFORCING EXPO. EXPOSED REQ REQUIRED EXT. EXTERIOR ROOM E.I.F.5. EXT. INSUL. FINISH 5Y5TEM RA. ROUGH OPENING FON. FOUNDATION S.G. SOLID GORE F.E. FIRE EXTINGUISHER 5H. SHEET F.E.G. FIRE EXTINGUISHER CABINET SHEATH SHEATHING F.F. FINISH FLOOR SHLF. SHELF F.H. FIRE H05E SIM. SIMILAR FIN. FINISH SPEC. SPECIFICATION FL. FLOOR 50. 5QUARE FLASH. FLASHING STD. 5TANDARD 'FLUOR. FLUORESCENT 5%. STEEL F.O. FACE OF 5TOR. 5TORAGE F.O.G. FACE OF CONCRETE STRUGT. STRUCTURAL 'F.O.F. FACE OF FINISH _ ^ 5U5P. SUSPENDED F.O.I.G. FURNISHED BY OWNER AND T. TREADS INSTALLED BY CONTRACTOR TB. TOWEL BAR F.O.5. FACE OF 5TUD5 F.OA. FACE OF WALL TE TEMPERED FPRF . FIREPROOF T.S. TUBE STEEL F.R.T. FIRE RETARDANT - i REATED T.P.H. TOILET PAPER HOLDER F.5. FLOOR 51W TYR TYPICAL FT. FOOT OR FEET U.N.O. - .UNL E NOTED OTHERY4I5E FTC. FOOTING V.B. --VAPOR BARRIER FURR. FURRING W.G. WATER CLOSET 6A. 6AUGE WD. WOOD 6ALV. GALVANIZED PV WITH 6L. 6LA55 6.LB. GLUE LAM BEAM W/O WITHOUT 6.5B. 6YP5UM 5HEATHING BOARD W. WATERPROOF OR G.W.B. 6YP5UM WALL BOARD WSGT• WATERPROOFING WAINSCOT GYP. t5YP5UM 23 . PROVIDE GALVANIC INSULATION BETWEEN D1551MILAR METALS. 24. ALL EXIT DOORS SHALL BE OPENABLE FROM THE IN51DE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 25• A�_L EXIT 51C7N5 SHALL HAVE LETTERS 51X (6) INCHES HIGH MINIMUM, AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO IDRAWINCGS FOR EXIT SIGN LOCATIONS. 26• CONTRACTOR SHALL PROVIDE ADDRE55 SIGNS AS DIRECTED BY ARCHITECT POSTED P_ PLAINLY LEGIBLE FROM THE STREET OR ROAD FRONTING THE BOLDING IN COMPLIANCE WITH THE REQUIREMENTS OF THE BUILDING OFFICIAL. 2 ELECTRICAL, MECHANICAL AND ENERGY NOTE ARE LOCATED IN THE DETAIL BOOK, SECTION q. 2c'�. THE GENERAL CONPITIONS OF THE CONTRACT AND TECHNICAL 5PECIFICATION5 ARE CONTAINED IN THE PROJECT MANUAL. THE CONTRACTOR(5) AND SUB- CONTRACTOR(5) ARE RESPONSIBLE FOR ALL ITEMS CONTAINED IN ALL OF THE CONTRACT DOCUMENTS. 24. NO HATERIAL5 FROM THE WORK ARE TO BE STOCK PILED ON PUBLIC RICH i -OF -WAYS. ALL RU55I5H AND DEBRIS IS TO BE REMOVED FROM THE SITE. 30. ADJACENT PROPERTIES, STREETS AND WALK5 ARE TO BE PROTECTED FROM DAMAGE AT ALL TW*5. CONTRACTOR SHALL PROVIDE TEMPORARY FAC ILITIE5 AND EROSION CONTROL MEASURES TO PROTECT PUBLIC AND ADJACENT PROPERTY. 31. ALL WORK IN PUBLIC RIGHT -OF -WAYS SHALL MEET THE REQUIREMENT5 OF THE LOCAL JURISDICTION. 32. THE ARCHITECT A SSUMES NO RESPONSIBILITY FOR ENGINEERING AND SURVEY DATA PROVIDED BY OTHERS. 33. THE CONTR FOR CONSTRUCTION SHALL INCLUDE ALL DEMOLITION HORK REQUIRED TO PREPARE THE BUILDINC AND THE 51TE FOR THE C0N5TRUGT ION WORK. THE CAE h10L I T ION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF THE WORK OWY. THE CONTRACTOR MIST V151T THE 51 TE PR I OR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RE5PO1&SL.E FOR SA IAE. 34. OWNER'S CONTRACTORS WILL BE INSTALLING/IPGRADING THE MVAC SYSTEM AND TENANT SPACE I TS. GENERAL CONTRACTOR WILL NEED TO COORDINATE WITH THESE C4NTRACTOR5. 35. PROVIDE PLYWOOD CONSTRUCTION 516N PER DETAIL i EPARATE PERMIT R QUIRED FOR: PAECHANICAL ELECTRICAL PLUMBING - :tr GAS PIPING ITY OF TUKWILA UILDING DIVISION WASHING FILE: COPY BUILDING.REMODEL understand that the Plan Check approvals we aubject to errors and omissions and approval of pans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Pate I' Permit No. .L E E WO QA �- ili4t't MILL lt..W111 A MW PLAN suammW III W9 PROJECT DATA PARCEL NUMBER 022320 -0060 TOTAL AREA OF SITE: 73,144 5F AREA OF EA.5EMENT: 20,023 5F NET AREA OF 51TE: 54,121 5F RAGE DAT LOT COVERAGE BY BUILDING: 16,581 5.F. = 235 " TOTAL LANDSCAPE AREA : 25, S.F. = 355 PAVED 4 WALLS, AREA5: 31 S.F. = 421 TOTAL 13,161 S.F. = 10096 TOTAL IMPERVIOUS SURFACE: 41,182 S.F. = 655 NUMBER OF 5TORIE5 2 BUILDING HEIGHT 28' -1 112" TO TOP OF PARAPET ZONING CODE DATA ZONING CLASSIFICATION TUG, TUKWILA URBAN CENTER .ENVIRONMENTAL N/A SETBACK REQU ISEMENT5 FRONT YARD (VC-5T) 15' REAR YARD (EAST) 10' 51DE YARD (NOR TH) 10' SIDE YARD (SOUTH) 10' LAND5GAPING TYPE I FOR FRONT 4 TYPE II FOR 51DE/REAR PARKING REQUIRED MIN. RATIO: 3 STALL / 1000 145F FINISHES, FURNITURE AND ELECTRICAL PLANS 25,881/ I A000 = 26.0 ;PROJECT ADD RE - 55 LOCAL .tJRISDIGTION ; 320 ANDOVER PARK EAST CITY OF TUKWILA 26.0 X 3= 18 STALLS MIN. PARKING REQUIRED MAX: NONE •PARKING PROVIDED: 51 - q' -O" FT WIDE X W-O" LONG (STANDARD) ' � TUKWILA, WA 98188 20 - 8' -6" WIDE X IT-O" LONG (5TANDARD) ' PH: (206) 433 -1500 2 - 8'-0" WIDE X IT-O" LONG (COMPACT) WA CITIES INSURANCE AUTHORITY FAX: (206) 433 - 1833 2 - ADA STALL (VAN ACGE551BLE) P.O. BOX 1641 (MA I L INC7 ADDRE55) - f - V0,4.- ` , - ,v. r Y ' '^� • BELLEWE, WA g800q -1647 A RTY MANA&EI" EWT COM�'ANY TOTAL: 81 MAXIMUM BUILDING HEIGHT: 115' -0" MAXI" LOT COVERAGE BY STRUCTURES: NONE MINIMUM LAN05CAPING: FRONT: 15' BUILDING SECTION 4 1 116, 0 MATCH LIFE PARK NO. 3, ACCORDING TO PLAT RECORDED IN INTERIOR ELEVATION 1 3 A8.1 REV15 ON MARK 1 CENTER LW - SYMBOLS DIRECTORY NEW NEW d EXISTING PROJECT DIRECTORY CONTOURS "'- EXISTING Cllr LINE '-- SIDE: O' , THAT PORTION OF LOT b OF ANDOVER INDUSTRIAL REAR: D' PARK NO. 3, ACCORDING TO PLAT RECORDED IN i m sow- Corporate a r N� a VOLUME 18 OF PLATS AT PAGE(5) 6 AND 7, IN KING 3 COUNTY, WASHIN6TON, LYING SOUTH OF A LINE WHICH 15 185 FEET SOUTHERLY OF AND MEASURED PARALLEL TO 4 4 SYMBOLS DIRECTORY THE NORTH LINE OF SAID LOT 6. ROOF PLAN PROJECT DIRECTORY / . i EXI5TING WALL � .DEMO DOOR .A2.6 FINISHES, FURNITURE AND ELECTRICAL PLANS - -. -- - -- - DEMO WALL ;PROJECT ADD RE - 55 LOCAL .tJRISDIGTION ; 320 ANDOVER PARK EAST CITY OF TUKWILA NEW WALL NEW DOOR TUKWILA, WA 98188 BUILDING DEPARTMENT � 6200 5OUTHCENTER BLVD. :DRAWING ' � TUKWILA, WA 98188 ® (EXISTING GLAZING �1 NEW GLAZING ' PH: (206) 433 -1500 Q WA CITIES INSURANCE AUTHORITY FAX: (206) 433 - 1833 E = s DEMO GLAZING P.O. BOX 1641 (MA I L INC7 ADDRE55) - f - V0,4.- ` , - ,v. r Y ' '^� • BELLEWE, WA g800q -1647 A RTY MANA&EI" EWT COM�'ANY 8 6RIDLINE WALL SECTION I -� - ELEVATION MARKER DETAIL DETAIL a KNVOH TYPE 1 PARTITION ".YPE O D M NU43E •4Y •• .- w.ry. r�r .�„, •. /.rll -•:: wyr +Y.•► I* i.! .f.. .' r ...� • .. ,r . y. -.• .. ..{ r- - •� , » _. .. . ... ..... .. .. •. .... V BID SET MAY 04, 2004 BUILDING CODE DATA BUILDING CODES: Iggl UNIFORM BUILDING GORE OCGUPANGY 6ROUP: B, OFFICE BUILDING CONSTRUCTION TYPE VN ALLOWABLE HEIGHT: (TWO FLOOR5) 40'-O" EXI5TIN6 HEIGHT: 28' - 11/2" ,ALLOWABLE AREA: 5, 5.F. INCREASE FOR 2 FLOORS = 8,000 5.F. = 16,000 SF. TOTAL INCREASE FOR SEPARATION ON 3 SIDES: 45' - 20' = 25' X .025= 51% INCREASE. W WOO X .51 = 9,120 S.F. (+ 16,000 S.F. =} 25,120 S.F. TOTAL FULLY 5PRINKLERED DOUBLE 51ZE = 25,120 S.F. X 2 = 50,240 S.F. GRAND TOTAL _PROPOSED TO� REA : 2f2 5 EXI5TING AREA: Ist FLOOR II,g52 S.F. C�jy OF U�tO 2nd FLOOR 14012 5.F. TOTAL EXI5TING: 26,024 S.F. (6R055) ENTRY ADDITON: + g�8 5,F, TOTAL ENCLOSED SPACE: 26,112 5.F. ENTRY CANOPY: 660 5.F.�� 13LDG. SPRINKLERS= FULLY 5PRI4, FIRE ALARM: FIRE 5PRINKLER MONITOR ALARM A5 OCCUPANCY LOAD REQUIRED BY CITY OF 'n"ILA i5t FLOOR OFFICES: Sq (8,g13 S.F. / 100 = 8q) Ist FLOOR MT& ROOM: 86 (1,2g1 S.F. / 15 = 86) --- .2nd FLOOR OFFICES: 114 (11,349 S.F. / 100 = 114) - XITI 2nd FLOOR STAIRS: 2 EXITS REOD. 2 PROVIDED. 5TAIR WIDTH = 114 X .03 = 34 IN. REOD. 105 IN. PROVIDED.) Ist FLOOR OFFICES: 2 EXITS READ. 3 PROVIDED. EXIT WIDTH = 8q X .2 = IS IN. RE OP, 68" PROVIDED. let FLOOR MTG. ROOM: 2 EXITS REOD. 2 PROVIDED. • EXIT WIDTH = 86 X .2 = 11 IN. REOD. 102" PROVIDED. LEGAL DESCRIPTION PHONE: 425 -211- 1237 FAX: 425 - 211 -1242 CONTACT: .TILL MARCELL OWNER'S PHYSICAL ADDREf2:�! 555 S. RENTON VILLAGE PLACE, #160 RENTON, WA 88051 (�QNSIJLTANT APPL ICANT I ARCH THE ORIFTMIER ARCHITECTS, P.S. 1483 LEARY WAY NE REDMM, WA 88052 PHONE; (425) 681 -7506 FAX: (425) 881 -7306 CONTACT: DAVID SEELY EMAIL: 41M UO & I f tm ier . corn HE RANI AL/PL1MIW-,/Fl FCTRI(,AI i. A5055EIN ENGINEERING 1644 114TH AVENUE NE BELLEVUE, WA -18005 PHONE: (425) 462 -8441 FAX• {425) 462 -4451 J5H PROPERTIES, INC. 14400 INTERURBAN AVE. 5., SUITE 210 Seattle, WA 95168 -4654 PHONE : 206- 244 -2000 FAX: 206 - 614 -46667 CONTACT: CR)CK P41 E&MAN 5TRUCTURAL : ARMOUR UN50ERFER ENGINEERING LLG 13456 5E 21 TH PLACE, SUITE 200 REDMOND, WA 98052 PHONE: (425) 614 -Og4q FAX: (425) 6 14-00150 CONTACT: BRIAN UVQ"R "R PERMIT AND LANDSCAPE: APPROVAL LAUCHLIN R. BETHUNER999RTES 6625 5011TH IgOTH STREET, SUITE B KENT, HA 48032 PHONE. (425) 251 -0455 FAX These Plans have been reviewed by the PubHC Works epartment for conformance with current standards A000111AW loa M subject to errors am ssionc %W*A do no etlA wdio weleioris of a �� doped - , -nd ft or Oes. Thu r s"ity MY M 1 ,..., f d rest, ioto.l A u .. decinn:► r.::;n Or revisi to► t , lee0 dravfrr, this veld this; aecapt3ncx� and ..:;u.ro a of revised drawings F!nai L:cWptanc9 is «gyp f tO field ► V* Public WorM 1Waft �: 200 h� emid Pie to Yh & At � 4 m om I. 0 �� iu, 0 54 S 152nd St �'� . 1 �a d 8 1 n µdl 4f Longackes j ' Yes WaY Industrial �l _ ans Black Or . ' 1 Balwr BI>Md =�• • •� Sw 27th Sc i �I I �r �I nle DHftniier Arch P. So 7983 Leary Way NE Redmond, RA 98052 (425) 881 -7506 mail@driftmier.com 5a Tukwila Pond AI.O con -� i m sow- Corporate a r N� a - J� > i 3 r M in klar BMd-i - • - � �` 4 4 it Uph n�d pr ROOF PLAN •`" Midland Dr � • ----, Saxon D r i S �> Triland Or .A2.6 FINISHES, FURNITURE AND ELECTRICAL PLANS lam St Inc.: Q 2002 Navioatio Orill n Tech no loo �V BUILDING 5ECTION5 � o :DRAWING INDEX SHEET #t DRAWING NAME Q i �I I �r �I nle DHftniier Arch P. So 7983 Leary Way NE Redmond, RA 98052 (425) 881 -7506 mail@driftmier.com a a AO.O COVER 5HyEET AI.O 51TE PLAN, TE5C t TE5C NOTES A2.0 DEMOLITION PLANS 4 NOTES 3 FIRST FLOOR PLAN 4 WALL TYPES Uj it A2.3 ROOF PLAN A2.4 FIRST FLOOR REFLECTED CEILING PLAN A2.5 SECOND FLOOR REFLECTED GE I L I NG PLAN .A2.6 FINISHES, FURNITURE AND ELECTRICAL PLANS A3.0 EXTERIOR ELEVATIONS �V BUILDING 5ECTION5 � o 2 Z Q m Q j �O 0 2 COVER SHEET a a AO.O COVER 5HyEET AI.O 51TE PLAN, TE5C t TE5C NOTES A2.0 DEMOLITION PLANS 4 NOTES A2.1 FIRST FLOOR PLAN 4 WALL TYPES A2.2 5EGOND FLOOR PLAN A2.3 ROOF PLAN A2.4 FIRST FLOOR REFLECTED CEILING PLAN A2.5 SECOND FLOOR REFLECTED GE I L I NG PLAN .A2.6 FINISHES, FURNITURE AND ELECTRICAL PLANS A3.0 EXTERIOR ELEVATIONS A4.0 BUILDING 5ECTION5 A5.0 INTERIOR ELEVA - 'IONS A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS DETAIL DWG5 IN PART III OF THE PROJECT MANUAL STATE PF wAs►uncTOn 50,1 52.0 52.1 52.2 52.3 52.4 5+4.1 S4.2 54.3 54.4 54.5 M -1 M -2 M -3 M -4 M -5 M - b E -I E -� r 0.1 L2 .1 NOTES FOUNDATION PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN 5E15MIC UPGRADE SECOND FLOOR FRAMING PLANS SEISMIC UPGRADE ROOF FRAMING PLANS CANOPY 4 CONCRETE SLAB DETAILS ELEVATOR SEGTiON AND DETAILS CANOPY DETAILS AND STEEL STUD FRAMING DETAILS MONUMENT SIGN 4 TRASH F-NCLO5JRE DETAILS SEISMIC UPGRA DETAILS NOTES, SCHEDULES 4 INDEX PLUMBING PLANS FIRST FLOOR AIR DISTRIBUTION PLAN SECOND FLOOR AIR DISTRIBUTION PLAN MECHANICAL ROOF PLAN PLUMBING 4 MECHANICAL DETAILS CORRECTION LT R# ELECTRICAL 51TE PLAN SITE PHOTONETRICS LANDSCAPE PLANTING PLAN LANDSCAPE IRRIGATION PLAN ` THIS DOCLI&NT REPRESENTS A PROPRIETARY DESIGN 04WD BY THE ARCH I TECT AND SHALL NOT BE USED ON OTHER PROACIS FOR ADDITIONS TO THIS PROJECT OR FOR COWLET!ON OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEWNT IN MIRiIiNC I REVISIONS W. r KSMI T o�►rE BU* v"rr Rai .\ RECEIVED ('h' it T i •'-' 4 1 0 ! A MAY 10 20 FErt1M ' :cNTEA ISSUE DATE 04 MAY 2004 DRAWN BY: RNS CHECKED BY: ORS PROJECT NUMBER: [` 20312 (425) 251 -0416 SHEET NUMBER: CONTACT: ALEXANDER ABBOSEIN CONTACT: LAUCHLIN R. BETHUNE GI.O A .L.fi.A. SURVEY A0.0 .... -.- ._. .. - _ r .. ., ��i w.,. (. . ..E. -,� ��. ... A.! y�wM. yy..+ i..:•/y.r..�+M•M••F/i4K►'�.I��1 �7�M. �••i- �.4'.Ara ' y• •. ., r.y.r R%�,Mli��i�. +�N.. .y. �.,�', �� .�+ �• � • .� • Wa - •VW •b A. •.µ... �,,,,. •IY• •M.- 1I•�..+yA- •'�iVM • s� .r. i�� r r GENERAL I. AT LEAST OW MEEK BEFORE 866 ING C W- 5TRUGT0( CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND 5C44!t7 U A PRFC0 TRUGTION MEETING. 2. NOTIFY THE UTILITIES W- PEGTOR AT 206- 433 -q1q AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK. S. RECAST A PUBLIC w)RKS UTILITY INSPECTION AT LEAST 2 4 HOURS IN ADVANCE BY GALLING 201- 433 -04 4. THE CONTRACTOR ASSUMES 50L.E PZSPCNi51BILITY FOP IVRKER SAFETY, AND DAMAGE TO STRUCTURC AND I NTS RESULTING FROM GON5TR.UCTION C#'ERATIONS. 5. THE CONTR ACTOR SHALL HAVE THE PERMIT(5) AND C41NDITION5, THE APPROVED PLANS, AND A C04TNT DOPY OF tArl OF TUKWILA INFRASTRXRRE DE516N AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE b. ALL WORK SHALL CONFORM TO THESE APPROVED DRAHI N65-5. ANY CHANGES FROM THE APPROVED PLANS REGIJIRED PRE- APPROVAL FROM THE OVER. TIE ARCHITECT, AND THE CITY OF TUKWILA. '1. ALL METHODS AND MATERIALS SHALL MEET CITY OF T"ILA INFRA5TR nft DE51&N AND GON5TRUGTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC HORKS DIRECTOR. a• CONTRACTOR SHALL MAINTAIN A CURRENT 5ET OF RECORD DRAWIN6675 Old -51TE. q. CONTRACTOR 514ALL PROVIDE RECOR7 1RAWINGS PRIM TO PROJECT FINAL APPROVAL 10. CONTRACTOR SHALL PROVIDE TRAFF16 CONTROL AND STREET MAINTENANCE PLAN FOR PUEY_LIC NORK5 APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A HA-SHIN6TON LICENSED LAND SURVEYOR.. VERTICAL DATUM SHALL BE NAND 1488. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULA TO NC7VD I41201 12. THE LONTRACTOR SHALL REPLACE, OR RELOCATE ALL S*N5 DAMAGED OR REMOVED DUE TO G0115TRLk;TI0N. GRADING AND EROSION CONTROL NOTES ,1. Inc CKLIVUN "<I=VtN11U v ANU t)tUlMtNT CXATROL (ESC,) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE ANY 6ROUND DISTURBANCE OCCUR5, ALL VOHN5TREAM EROSION PREVENTION AND SEDIMENT CONTROL MEA5URE5 (E5G) MUST BE C AND IN OPERATION. INSTALL. AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE SITE PLAN, AND THESE NOTES. 3. E5G MEASURES', INc:LUDIN6 ALL PERIMETER CONTROL5, SHALL REMAIN IN PLACE UNTIL. FINAL 517E C.ON5TRUt,TION 15 COMPLETED AND PERMANENT STABILIZATION 15 ESTABLISHED. 4. FROM MAY I 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN LNWORKED FOR SEVEN DAYS OR MORE. S. FROM OCTOBER I THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEAASURE5 TO (PROTECT DI5TURBED AREAS THAT HILL REMAIN UNHORKED FOR TWO DAYS OR MORE. IN ADDITION TO DOVER MEA5URE5, THE CONTRACTOR SHALL: • PROTECT STOCKPILES AND STEEP CVT AND FILL SLOPE5 IF AHORKED FOR MORE THAN 12 HOURS. STOCKPILE, ON SITE, ENOUCYH COVER MATERIALS TO COVER ALL DISTURBED AREAS. G BY OCTOBER 8, SEED ALL AREAS THAT HILL REMAIN LINHORKED DURING THE HET SEASON (OCTOBER I 'THRVUGH APRIL 30). MULCH ALL SEEDED AREAS. UTILITY NOTES I. ALL TRENCH EXCAVATION OPERATION5 SHALL MEET OR EXCEED ALL APPL ICABLE G- LAH5 FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET H15HA REQUIREMENTS, 2. PLACE POWER, GABLE, FIBER OPTICS, AND TELEPHONE LINE IN A TRENCH HITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 5. ADJUST ALL MANHOLES, CATCH BA51145, AND VALVES IN PUBLIC RI6HT5 -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING WORK IN RIGHT -OF -WAY 1. WHEN ACTIVITY 15 UNATTENDED, INSTALL A 516N WITH MINIMUM THO -INCH LETTERS 5TATIN6 PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC I li oaj40. 2. INSTALL BARRICADE5, 5 4-46, HARNIN6 L16HT5, AND SAFETY DEVIC SUFFICIENT TO NOTIFY PUBLIC, OF OBSTRUCTION OR TRAFFIC, HAZARD. DEVICE5 MUST REMAIN UNTIL THE OBSTRUCTION 15 CLEARED AND THE 'RIGHT- OF-WAY 15 RESTORED. TMG IIA8.170.A. 3. MAINTAIN AGGE55 TO FIRE 5TATION5, FIRE HYDRANTS, FIRE E5CAPE5, AND FIRE FIGHTING EQUIPMENT. TMG NA8.160. 4. MAINTAIN AC;E TO PROPERTY ADJOINING EXCAVATION OR 51TE HORK.. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR 51TE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC IID6220D. I. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOW5 PREAPPROVAL. A LIC.E145ED 5URVEYOR 5HAL.L REP AGE D15TUR5EV MON I EiNTS AND MARKER5. B. COMPLY HITH ALL STATE .ANC CITY LAH5 AND PROCEDURES TO PROTECT PUBLIC FROM AIR, HATER AND NOISE POLLUTION. TMG 1ID8.210. q. INSTALL TEMPORARY SIDEWALK OR Cl1R'3 RAMP IF PERMANENT 15 BLOCKED. TMK, 11.08.220. 10. COVER OPEN EXCAVATION HITH NON - SKID STEEL PLATE5 RAMPED TO ELEVATION OF C.0NTIGlJ0U5 RIGHT OF WAY SURFACE. TMG ((108220. 11. ALL 5T06KPIL.E MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC- CIVIL LEGEND & NOTES STANDARD 5 TRENGTH 1-61RATE FILTER FABBIC --\ STANDARD STRFNOTH FILTER FRABIG _\ Op-ATE �•i_ ONLY TO BE USED WHERE PONDIN6 OF WAT ER ABOVE THE GATC4 I BASIN HILL NOT CAUSE TRAFFIC PROBLEMS AND H ERE OVERFLOW WILL NOT RESULT IN EROSION OF 5LOPE5. NOTE: TH15 DETAIL IS ONLY SCFEMATIC. ANY INSERT 15 ALLOhED THAT HAS A MIN. O'S G.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OV 9;?PLOK AND CAN (SE EASILY MAlNTAINEC�. "-Fill-TER MEDIA FOR DEHATERIN6 MAINTENANCE STANDARDS: I. ANY ACCUMULATED 9EDIHENT ON OR AROUND THE FILTER FABRIC SHALL BE REMOVED R" R" EDIATELY. SEDIMENT SHALL NOT BE REMOVEV WITH HATt'-°R. AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL OWSITE OR HAULEP OFF -51TE. 2. ANY SEDIMENT IN THIS CATCH 15ASIN INSERT SHALL bE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE (;LEANED OR REPLACED AT LEAST MONTHLY, 0. RECA LAR MA I NTENA C I S CAZITIC-AL FOR BOTH FORMS OF CATCH BASIN PROTECTION. VNI.IKE MANY FORMS OF PROTECTION THAT FAIL 6RADUALLY, CATCH BASIN PROTECTION "LL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. 5SCALE: CATCH BASIN INSERT i K �. P RESTORATION I. NO PAVEMENT HORK IN R16HT OF WAY IS ANTICIPATED SHOULD IT OCCUR, THEN C41 PLETE PORK- PER THESE NOTES. GON4'ACT &V KFILL TO C41MPACTIION OF UNDISTIAMP GROUND OR CON4'AGT BACK.FILL TO MEET GITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWIN6 BACKFILLING OR MEN CONCRETE 15 CORED. a. EXCEPT FOR WINTER OR OTHER HEATHER CONDITIONS WHICH PREVENT PAVING, Wt -ftETE PAVING. (RESURFACING, OR FACILIT' REPLACEMENT: • ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. • ON L)THER 5TREET WITHIN l CALENDAR DAYS. b. FOR WORK PREVENTED DUE TO HEATHER: • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION 50HEDULf ADDRESNNG MEANS AND METH005 TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS P0551BLE. STORM DRAINAGE NOTES I. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKHILA INFRA5TR 16TURF DESIGN AND C245TRUGTION 5T6I M272, AND THE COZRENT KING COUNTY 5URFACE WATER DESIGN MANUA UNLESS OTHERWI5E APPROVED. .2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE' AND EITHER TRANS TO STREAMS ". 'DRAINS TO KTLAND5 OR 'DRAINS TO GROUNDWATER' AS APPLICABLE. 3. DRIVEWAY CULVERT5 SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3!1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULV'ERT5 SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 4. 5IN&LE FAMILY RE5IDENGES CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOHN5POUT INFILTRATION S COHN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUD -OUT LOCATIONS WITH THE UTILITY INE-+PEGTOR. PROVIDE A WIRE OR BURIED 4 -FEET AND LABELED 'STORM" OR 'DRAIN'.IBLE. SANITARY SEWER NOTES 1, ALL METHODS AND MATERIALS SHALL MEET CITY OF TUICHILA INFRASTRUCTURE DE516N AND GONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED. :2, THE CONTRACTOR SHALL MARK THE END OF THE SIDE SEVER, IN51DE THE PROPERTY LINE, WITH A 4 FOOT =aft TREATED 2 X 4, BURIED IN THE 6ROUND 4 FEET. THE BURIED END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXP05ED I -FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH OF THE 51DE 5EhER OR TEE SHALL 8E INDICATED IN BLACK PAINT. 5. INSTALL SANITARY 5EhER LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXI5TIN6 OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHES BELOW THE BOTTOM OF A WATER LINE. 1 .I " 1O �_O" {' UTILITY EASEMENT 30' H II _ . (WATER SUPPLY NOTES L THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE LIKES, AND METERS THE CITY OF nXHILA WILL INSTALL THE METERS. 2. PRESSURE TEST ALL WATER MAINS AND APPIIRTE S. FLU514 AND DISINFE,,T NEW, GLEANED, OR REPAIRED WATER MAINS. 4. WALL RE JOINT5 AT ALL BENDS, TEES, AND OTHER DIRECTION CHANCGE5. '5. ALL WATER MAINS SHALL HAVE A BLOY+OFF A AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN, 16. MAINATAIN A CLEAR ZONE AROUND HYDRANT OF AT LEAST 36' AND THE PUMPER PORT SHALL FACE STREET OR FIRE ACGE55. T THE INSTALLER OF A FIRE LINE BACKFLOW PREVENTION DEVICE INSTALLED OUTSIDE THE BUILDING AND UNDERGROUND, SHALL HAVE A LEVEL III CERTIFICATE= OF COMPETENCY OR A LEVEL U CONTRACTOR'S CERTIFICATE OF COMPETENCY. IF THE I45TALLER 15 DIFFERENT THAT THE BACKFLOW PREVENTION DE516NER, THEN THE INSTALLER MUST STAMP, 546N, AND DATE THE PLANS, IN ADDITION TO THE DE516NER'S STAMP, 516NATURE, AND DATE. b. INSTALL WATER MAINS GROSSING SEVER LINE-5 50 THAT THE BOTTOM OF THE HATER MAIN 15 AT LEAST 18 INCHES ABOVE THE TOP OF THE SEVER. LOCATE FULL SECTION OF HATER PIPE 50 THAT ITS MIDPOINT IS ABOVE THE SERER PIPE AT THE GROSSING. THIS INSTALLATION MAY REQUIRE SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND 5EWER PIPE. INSTALL HATER 5UPPLY LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXI5TING OR PROP05ED 5EYER AND AT LEAST 18 INCHES ABOVE THE TOP OF A 5EHM CONSTRUCTION SEQUENCE 1. BEFORE ANY CONI5TRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD 6ETNEEN THE CITY OF TUKHILA, THE APPLICANT AND THE APPLICANT'S CONSTRUCTION ACTION REPRESENTATIVE. 5 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTINI6 UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROP05ED Ca6TRUCTTON. THE ONE GALL NUMBER 15 1 -800- 424 -5555. 3. MAINTAIN ALL EXISTING UTILITY 5ERVICE5 DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. REMOVE TR.EE5, 5TRUCTURE5, ASPHALT, 51DEHALK5 AND UTILITIES AS NOTED ON THE PLANS. 16• AS SITE WORK PROCEEDS ALL RUNOFF SHALL BE DIRECTED TO PROTECTED 4EXIST7NG; INLETS. NO UNCONTROLLED 5URFAGE WATER SHALL BE ALL.OHM TO LEAVE THE S.TE AT ANY TIME DURING C.ONSTRUC•TION. 05E ESC, TO CAPTURE SEDIMENT PRIOR To DISGORGE. *7 • REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS. DISPOSE OF IN AN AUTHORIZED LOCATION AT NO COST TO THE OWNER. ID. GLEAN STORM DRAINAGE 5Y5TEM OF ALL SEDIMENT AND DEBRIS. MAINTAIN TEMPORARY ER05101N CONTROL FACILITIES UNTIL 51TE WORK 15 COMPLETED. j IA/t' ^1 rn - -r LEGEND ® STORM DRAIN MANHOLE STORM DRAIN GATGH BASIN ---- to OP STORM DRAIN LINE Of FIRE HYDRANT 3 WATER VALVE vVM WATER METER WATER VAULT W'V PRATT INDICATER VALVE CD FIRE CONNECTION pt -- .WATER LINE 0 6A5 VALVE &As- -' 6A5 LINE O lt PARKING LOT LIGHT Q RAILROAD TRAC, K5 g cRn 1/2" IR W/WJ52155 SITE GAP 5ET (PROPERTY COR) doom= PARLINO LOT L16HT (FIXTURE E4) 44 FLOOD LIGHT (FIXTURE E5) 0 UP LIGHT (FIXTURE E2) O INLET PROTECTION 5EE DETAIL 2O ' LEGAL I.O THAT PORTION OF LOT b OF ANDOVER INDUSTRIAL PARK NO. 3, ACCORDING TO PLAT RECORDED IN VOLUME '18 OF PLATS AT PAGE(5) h AND 7, IN KIN6 COUNTY, WASHINGTON, LYING SOUTH OF A L I NE H41CH 15 185 FEET SOUTHERLY OF AND MEASURED PARALLEL TO THE NORTH LINE OF SAID LOT 6. AREA OF PARCEL 73743.4 SQ. FT 1.6q ACRES SITE PLAN NOTES I. SPACES SHOWN ON THE MAP REPRESENT A PARK -N6 PLAN DEVISED BY LOCATING THE EXISTING CORNER5 OF PARKING AND PEVIDING THE DISTANCE CALCULATED BY 85' TO q.0'. TOTAL PARKING 5PACE5 = 84. 2. REMOVE ALL EXISTIN6 PERIMETER CJJR55 (EXCEPT • SIDE WALK). PROVIDE NEW EXTRUDED GARBS PER DET. 4 I 3. NEW L ANDSCAPE ISLAN05: REMOVE EXIST. PAVING t BASE GOUR5E5 DOWN TO NATIVE SUBORADE. AFTER CURBS ARE IN, PROVIDF TOP`50IL FILL PER LANDSCAPE DRAWINGS. 4. OVERLAY EXISTING ASPHALT THAT 15 DAMAGED, CRACKED, ETC. WITH REPAIR MEMBRANE PRIOR TO OVERLAYMFNT. REMOVE OR &RIND TREE ROOT PROTR 61ON5 FLUSH AS NEEDED. SHADED AREAS ON DWG. ARE APPROX. EXTENT- VERIFY IN FIELD PRIOR TO BID. 5. OVERLAY EXISTING ASPHALT W/ 1 -1/2" NEW CLASS B. PREPARE EXIST. PAVING PER ATTACHED 5PEGIFiCATION. 6. SEE LIGHTING SCHEDULE FOR LIGHT FIXTURE TY'PE5 (E -2, E -4 d E-5). , '1. REFER TO CIVIL LEGEND AND NOTE (ON TH15 SHEET) FOR INFORMATION t REGUIRMENT5 FOR 51TE CON5TRUCTION. I, REFERENCES '. THE PLAT OF ANDOVER INDUSTRIAL PARK NO. 3, RECORDED IN VOLUME 78, AT PA6E(5) b AND 7, IN KING COUNTY, WASHINGTON. SITE PLAN LEGEND &NOTES SCALE REMOVE EXI5TING GRA\/FI A In,r . REQUIREMENTS O t f 1 OF TUKHILA Nolc BID ALT (CHAPTER 8.22, 1 EI: NEW MUNICIPAL CODE GENERATOR ON NEW PAD • NEW TRASH ENCLOSURE CITY OF TUKWtLA APPRUVLD JUN 1 1 2004 AS NOIEO WkDIIJt3 D I 1 1/f6 iOO1 j • Thom ns a have basin rev iewed 16 the Pt�iC works Departmem for conformance wrth currant standards. A h subject to errors and omissions ::hich do �dze violations of o "C7 ado !Ord _- ',::ndards or The responsib' for �� ' - u., . of � tests totally Mth the 18' I `" dec _ ;"J:I ons. Or revisions to these /Ib '5 A � d•'- 'rr. J :cr this Moil this acceptance •c.{ ` _ :,u:, e BID a revised drawings � i b ALT ,c,2 �. Firm _= ' !s tD field nspect�m Y NEW PATIO the Pu51tc WorkS tM�i or L SEE DETAIL N Date. � cp cp s Q . 4N� VEHICLE v's © o OVERHANG 2' -011 TYR �\ , • q = 54' STALL REPAIR MEMBRANE 51'1 .T At)Ep AREA, TYP ----�� � ; � _ � E4 •� Drn,"mler Architects, Ps. 7983 Leary Ifim a NE Redmond, WA 98052 (425) 881 -7506 mail @driftmier.com THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OAINED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROTECT OR FM MWI FTInN nF THiS ow-irrT my nTUroc rv,rn* cv Aw ♦ lA AWILI 0 No. aESCRIP'T10N DATE Ai s" PO IT REV. 09/14/04 RECEIVED T�'Inft A MAY 1 0 2004 PERMIT CENTER ORS CAISTING � 1 1 T .- �� ` I I P`' le i "A MOVE) 2 VEHICLE "�,►� A. I i POLE MOWT LANDSCAPE - -- M 5P�1GE5 9'-Q' OVERHANG EXISTING � � , I f l)(r j ISL AND _ POLE MOUNT q' -O' § �' '`�• ' M SPA ISSUE DATE: 27 APRIL .2004 C•E5 . q'- 99 1. _ � _ � N , FIXT. I BASE TYR `` 1 11 I 1 1 t I! 1 I 15 SPACES. 9'-O" r �_p• •� DRAWN BY: RNS .. f 1 1 I I i l I l l l l l l l l t • mow.* . ' I I 1 1 I I � 88 I,b 17 W , 28b.bq CHECKED 8Y: I ..,_,i I I 1 1 1 1 I i I I I 1 i 1 I I _ ( � �-- 1 1 1 1 1 I I ,\ Of P. "MARKER BURIED FIBER �' �--w � 111 "CAUTION" OPTIC GABLE - 1 � . • ST. & r P. A NUMBER. .. ► , PROJECT 1°. A E sEME >� i NOTE. PER AF 7504210345 r , PROVIDE INLET PROTECTION IN ��• � � 3 20312 I STREET CATCH BASINS IN FRONT • • `�._�� 73 OF PROPERTY AND THE lot ONE NORTH AND SOUTH, SHEET NUMBER: / PROPOSED SITE PLAN SCALE: N Al .0 I 4 . Y . - ..... ...r.w,..r.r- ..- ......,•,,,.r..a,a,..w..r a...a...:......a + w i.w�..,rt . «•arr►y/ •-.�.- ...►.i•�.X'�� .�:, +,,. ` =" *'. 1, -.o+ . 1-�Y' .. ,TK.M -• :r ... w .'....M M •i.T..f► y4; a.•w+.• �w.v..- •...+ w . w •... • , ty +•' � lee a r • �► W � 3 :X O C9 V m ZZ a Q 3 g cRn SITE PLAN THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN OAINED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROTECT OR FM MWI FTInN nF THiS ow-irrT my nTUroc rv,rn* cv Aw ♦ lA AWILI 0 No. aESCRIP'T10N DATE Ai s" PO IT REV. 09/14/04 RECEIVED T�'Inft A MAY 1 0 2004 PERMIT CENTER ORS CAISTING � 1 1 T .- �� ` I I P`' le i "A MOVE) 2 VEHICLE "�,►� A. I i POLE MOWT LANDSCAPE - -- M 5P�1GE5 9'-Q' OVERHANG EXISTING � � , I f l)(r j ISL AND _ POLE MOUNT q' -O' § �' '`�• ' M SPA ISSUE DATE: 27 APRIL .2004 C•E5 . q'- 99 1. _ � _ � N , FIXT. I BASE TYR `` 1 11 I 1 1 t I! 1 I 15 SPACES. 9'-O" r �_p• •� DRAWN BY: RNS .. f 1 1 I I i l I l l l l l l l l t • mow.* . ' I I 1 1 I I � 88 I,b 17 W , 28b.bq CHECKED 8Y: I ..,_,i I I 1 1 1 1 I i I I I 1 i 1 I I _ ( � �-- 1 1 1 1 1 I I ,\ Of P. "MARKER BURIED FIBER �' �--w � 111 "CAUTION" OPTIC GABLE - 1 � . • ST. & r P. A NUMBER. .. ► , PROJECT 1°. A E sEME >� i NOTE. PER AF 7504210345 r , PROVIDE INLET PROTECTION IN ��• � � 3 20312 I STREET CATCH BASINS IN FRONT • • `�._�� 73 OF PROPERTY AND THE lot ONE NORTH AND SOUTH, SHEET NUMBER: / PROPOSED SITE PLAN SCALE: N Al .0 I 4 . Y . - ..... ...r.w,..r.r- ..- ......,•,,,.r..a,a,..w..r a...a...:......a + w i.w�..,rt . «•arr►y/ •-.�.- ...►.i•�.X'�� .�:, +,,. ` =" *'. 1, -.o+ . 1-�Y' .. ,TK.M -• :r ... w .'....M M •i.T..f► y4; a.•w+.• �w.v..- •...+ w . w •... • , ty +•' � lee a r • �► 1 • GENERAL DEMOLITION NOTES -• 1. THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK REQUIRED TO PREPARE THE BUILDINGS AND 51TE FOR THE CONTRACTED CONSTRUCTI WORK. THE DEMOLITION ORAWINCf AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF WORK ONLY. THE CONTRACTOR MUST V151T THE 51TE PRIOR TO BIDDIN6 AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RE5PON51BLE FOR SAME. 2. THE CONTRACTOR 15 TO VERIFY THE LOCATION OF ALL UTILITIE5 AND SERVICES TO THE SITE PRIOR TO BEGINNING ANY DEMOLITION OR 51TE IMPROVEMENTS. 3. VERIFY ALL EXISTING UTILITIES AND EQUIPMENT, RELOCATE EXISTING UTILITIES AS REQUIRED FOR NEW WORK. NOTIFY OWNER OF CONFLICT5. 4. PROTECT ALL EXISTING CONSTRUCTION THAT 5 TO REMAIN FROM DAMA6E DURIN6 DEMOLITION. BRACE AND SUPPORT ALL WORK UNTIL IT 15 PROPERLY REMOVED OR INCORPORATED INTO IEW CONSTRUCTION. PROVIDE BARRICADES BETWEEN AREAS OF WORK AND OCCUPIED 5PAGE5. 5. NO MATERIALS FROM THE DEMOLITION ARE TO 8E STOCK PILED ON PLANTING AREAS OR PUBLIC RIGHT -OF WA (5. ALL RUB315H AND PRODUCTS OF DEMOLITION ARE TO BE REMOVED FROM THE SITE. 6. ADJACENT PROPERTIE5, STREET5 AND WALK5 ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. 1. ALL ITEMS THAT ARE DEMOLISHED OR REMOVED FROM THE 51TE AND ARE NOT TO BE 5ALVAGED OR RFINCZ)IRr"ORATED INTO THE GON5TRUCTION BELONG TO THE GONTRAGTOR 6. DURING THE C.0l1R5E OF WORK IF THE EXISTENCE OF A55E5T05 IN THE STRUCTURE OR BLIILDING 15 OBSERVED, THEN CONTRACTOR 5HALL PROMPTLY NOTIFY OPOER AND ARCHITECT REGARDING REMOVAL OR ENCAPSULATION OF THE A56E5TO5 MATERIAL AND GONTRAGTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO RECEIPT OF SPECIAL IN5TRUGTION5 FROM OIMER THROUGH THE ARCHITECT. q. REMOVE AND RELOCATE ALL Ell ECTRICAL AND MECHANICAL AND PLUMS!% HORK ATTACHED TO WALLS TO BE REMOVED. PATCH THE FLOOR 5 AS REOUIREL•. 10. REMOVE EXISTING INTERIOR WALLS, PARTITIONS AND DOORS AS SHOWN. 11. REMOVE EXISTING 6.WB. ON ALL EXTERIOR WALLS INCLUDING BELOW WINDOWS (INCLUDING LEASE SPACES ON FIRST FLOOR. REMOVE WINDOW CA51N6 AND 51LL5 AS REQUIRED FOR PEW G.W.B. AND TRIM. 12. REMOVE ALL EXI5TIN6 CEILM6 TILES, L16HT FIXTURES, TRACT L16HT5, 50FFITS, CEILING F INCLUDING 5UPPORT 5Y5TEM5, BUT RETAIN HANGER WIRES ON FIRST FLOOR AND IN 5ECOND FLOOR PUBLIC AREA5. 13. REMOVE ALL Ll6 IT FIXTURE5 IN AREAS OF WORK.. RETAIN HANGER WIRE5 AS lEEOEL'. 14. REh1M EXI5TIN5 FIRE ALARM SYSTEM, HOSE GABINET5 AND FIRE EXTIN6U151HER5. RETAIN FOR REINSTALLATION. 15. REMOVE ALL FIRE SPRINKLERS A5 REQUIRED FOR NEW SYSTEM. 16. REMOVE EXI5TIN6 HVAC BRANCH SUPPLY DUCT5, DIFFL6ER5, VAV BOXES, ANL' EQUIPMENT NOT REQUIRED FOR lEW WORK REMOVE ALL HVAC EQUIPMENT NOT REQUIRED FOR NEW 5Y5TEM. I7. IDEI`JIFY AND TA6 ALL ELECTRICAL WIRING I DEVICES, PHONE WIRING AND DEVICES, COMPUTER CABLING ETC. THAT IS 5ERV1N6 OCCUPIED 5PACE5. REMOVE ALL OTHER ARI* 4 DEVICES NOT REQUIRE FOR NEW WORK. iS. Rt� ALL EXISTING FLOOR FINISH TO EXISTING CONCRETE SLAB ON FIRST FLOOR AND 5UBFLOOR ON 5ECOND FLOOR IN COMMONS AREA AND PREPARE 5LA13 OR 5UBFLOOR FOR NEW FLOORING. 14. REMOVE ALL EXISTING PLUMBING FIXTURES. RETAIN AND REPAIR ALL LINES AND FLOOR PENETRATIONS "ERE F IXTURE5 ARE TO BE REPLACM. 5AHCUT CONCRETE AML' REMOVE FOR NEN UNDER SLAB PL."I AW UTILITY WORK. 20. PATCH EXI5TING CONCRETE SLAB AND DEMK.** WALL5 AS REQUIRED. 21• REMOVE EX15TIN6 FURNISHINC-005, EQUPMENT AND FIXTURE5 NOT REQUIRED FOR NEH WORK. 22. MAINTAIN AC,GE55 TO EXI5TIN6 PLUMBING CLEANOUTS VERIFY EXISTING LOCATIONS. 23• REMOVE DAMAGED IN50L.ATION THAT 15 EXP05W DURIN6 CONr'TRUGTION, REPLACE DAMAGED AND Mf5 (W7 WA LrATION WITH NEW INSULATION AND VAPOR BARRIER TO MEET ALL PERTENENT CODE REQUIREMENTS. 24. KEEP ONE MEN`5 AND ONE LADIES TOILET OPERATIONAL AND ACCE561BLE AT ALL TIME5. COORDINATE TOILETS TO BE AVAILABLE FOR USE WITH ARCHITECT. DEMOLITION NOTES - • -+�:rr -. ...`+•�iw::. ..v... .. . .,.'+ •uf �•'^Y'.x.'- LffY'�•.. �.,., y� ,. :.� y , r. ,,. ♦ • ... ', .• .✓.. -r ...r « .L•�,.. ... ,. . •,. 1 . 9 AND 5ALVA6E TO XW. _ NO WORK IN JANIT G105ET. -..��� b' 7 ` "- I M N I M ( _ q N N I SAWXr FLOOR FOR ELECT. R Y. � J=AV. s WALL 4 x T N '-b'! �" 33'•10 I/2' 83' -0` 33' -O' 33' -O' 33' -10 I/2' 6 _6� oir - T I REMOVE ALL 6.W$. EXISTING 6A5 METER TO REMAIN REMOVE EXISTING TOILET, URINALS, LAVATORIES, FROM ALL EXTERIOR j I COUNTERS AND AIES. REMOVE EX I5TIN6 TILE I WALLS. (TYPJ FLOOR AND WALL FINI REMOVE EXI5TING CEILING. I REMOVE EXISTING FILING �--- -� MOUNTED PRO,FG SGREIBu - WALL DOORS TO EIE REMOVED OE fMOV 5 R a 'AND WALL h � � I F I � ED ED � t BE � 1 TO BE REMOVED. `- - - -- -- ELF _ w _ _ _ _ _ = TENS OFFICE SHALL REMAIN OC.GUPIED REf-10NE DISPLAY G = - _ = Y - _ _ _ - =, w „c- w= _ - TO BE c _ s TFRLx" THE ENTIRE GONSTRUCTION F , FH ; IRE 11 PERIOD. G __ 1) IRB-tWE EX SAWGUT OPENING IN WALL. N N X' �• =-�-- TILED CONCRETE ��l N BEAM TO BE N . WALK. N M I i' �•- � N ; ; II - _ _ - = D • "fi --N -- ---- -- I I t- REMOVE ALL 6A.B. u _ �Lk FROM ALL EXTERIOR N '''I� Ii �� �� jl N , WALLS. (TYP) p tt , N ,! i �� �+ a REMOVE FLOOR FOR �J I N , t M i f �i 1 ELEVATOR PIT A V Z • I B II 11 11 �I 1 �UIPMENT. ' 11 11 N 1 1 • , ALARM BELL B• 1 - -- - I ® WALL I HNDON* TO [BEE WALL 4 DOOR5 TO . , ... . • .. , '.. y ,}+ .. '`' ;� ;` �.. .+ BE REMOVED 1 :'.. !•. ; ._ •, IRE cowF ET + WALK AND TI + K , CURB. REMO A I r I PAVI AS RE RFD FOR ENTRY CANS TION. FIRST FLOOR DEMOLITION PLAN 115' -q" r l 33' ° 33' 33' -10 112' 6 K t REMOVE EXI5TIN6 TOILET, URINALS, LAVATORIES, TENNANT WALLS I COUNTERS AND AC4 IE5. REMOVE EXI5TIN6 TL-E i DOORS TO REMAIN FLOOR AND KALL FINI . REMOVE EXI5TI% I I (TYP) 1 CEILING. NO WORK IN .•I,ANTOR U05ET. I Ll tl `A TENNANT WALLS p TO BE REMOVED. N H.W.N. -~ - Y _ STAIR REMOVE WALL - 5KYL1 (BID ALTERNATE N FOR LOW WALLS M II} la. ''`� -- =0� EXI5TIN6 TO REMAIN. I i I LIGHTS, i TENNANT WALT. I. ` r- . 'y i s� c d ma 2 2 I V i O " rjpv aA ll rAIAI�� The Driftrruer AT�C�11�Ct5, P. So 7983 Leary Nay NE Redmond, TA 98052 (425) 881 -7506 mail @driftmiei.com r , t i t i 1 N SCALE: /16" = 1 0 Y CITY Of TUO U AMuVED JUN 1 1 2004 AS Na rEo pIJfLD1N�3 DrVt610�t HIT R FAYI TE WASHINGTON THIS DOCUMENT REPRESENTS A oROPRIETARv DESIGN OIMED By THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADOITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT -N Nfi'TING REVISIONS N0. ALL SCAIrT10N DATE RECEIVED rJTY nF T( JkWl A MAY 10 2004 (HERMIT CENTER ISSUE DATE: 04 MAY 2004 DRAWN BY: RNS CHECKED BY: 845 PROJECT NUMBER: 20312 SECOND FLOOR DEMOLITION PLAN __0001 MONSON 1000100001 N SHEET NUMBER: N SCALE: A2wO /16 =1-0 +w.t:..►rr ..++w e..w •...rr .•w.M . . " .Y►M..Ir��. . •. - •4.r.a�M►all.� r- �'M�*�.�+'..,) .. 4 r :i, , � ) • w .... � � � , ,fir ,p. , ' t .. „q �y„ �•y r 4 1. W 3 �O p� V X Y I► � W V „' p m y � :ib 3Z g DEMOLITION PLAN N SHEET NUMBER: N SCALE: A2wO /16 =1-0 +w.t:..►rr ..++w e..w •...rr .•w.M . . " .Y►M..Ir��. . •. - •4.r.a�M►all.� r- �'M�*�.�+'..,) .. 4 r :i, , � ) • w .... � � � , ,fir ,p. , ' t .. „q �y„ �•y r 4 1. I. FOR DOOR INFORMATION, SEE SCHEDULE 4 DETAIL I /40**� b b 2. FOR WINDOW INFORMATION, SEE SCHEDULE 4 DETAIL I 2 3 4 5 5 5 5 5 5 S. FOR WALLS WITH AC.0115TICAL INSULATION: PROVIDE 3" MIN. ACOUSTICAL MINERAL INSULATION UP WALLS TO STRUCTURE OR ACR, - GLG. OF SPAC E5 TO BE ISOLATED. PROVIDE COMPLETE ACOUSTICAL SEPARATION 4 5EAL ALL JOINT5. ACOUSTICALLY ISOLATE THE FOLLOWING SPACES: MEETING ROOM, GONE . ROOMS, AL'JOURNMENT HORK ROOM, TOILETS 4 SHOWER ROOMS, LAUNDRY, AND PRIVATE OFFICES. 4. OFFICE FURNITVR.E, SYSTEMS FURNITURE ARE F.O.I.O. 5. PROVIDE FIRE EXTINCUS RS ANP CABINETS A5 REQUIRED BY FIRE MARSHAL. COORDINATE LOCATIONS WITH ANN RECEIVE APPROVAL FROM ARGHITFCT PRIOR TO INSTALLATION. A55UME THREE TO FOUR UNITS IN ADMINISTRATION BUILDING 6. SCOPE OF HORK OIL THIS FLOOR INCLUDES COMMON AREAS, WCIA TENANT SPACE AND LEASE SPACE5 102 4 103 SHELLS (TO INCLUDE CEILING, 5A51C LIGHTING, ENTRY AND PERIMETER WALLS). I PROVIDE BARRIER FREE 516N5 4 ROOM SIC-N5 NHERE REQUIRED BY CODE AND LOCAL JRRI5DICTION. REFER TO PROJECT MANUAL 5EC TION ON 51GN5. PROVIDE: 'MEN' 4 'WOMEN' SIGNS AT ALL TOILET R0011-15; SHOWER ROOM ELECTRICAL 4 MECHANICAL ROOMS, FIRE ALARM 4 SPRINKLER ROOM5. FIRST FLOOR PLAN NOTES - 7 rt �I 1 5/8" TYPE 'X' GWB BOTH 51DE5 —.... \✓ (DRAFT STOP WALL @ 51M.) I I -HR RAT V4A (PER GA FI LE NO. VWP 1200) L WALL TYPES SCHEDULE )c�a 2 5 151_0" &I-ON VERIFY ROOF DECK 2 -1/2' DEEP LEG SLIP TRACK EXTEND STUDS TO STRUG. EXTEND C*6 ABOVE CEILING 4 ", TYP. EXTEND GWB TO STRUGT DECK ABOVE BOTH 51DE AT RATED WALL (TYPE A -I) METAL. 13LOGK'N6 OCLG. FIN. CEILING PER PLANS BOTH SIDES 3 " ACOU5. IN50L. UP TO 5TRUGT. jl\p- SECT, ,PLAN 5/8" TYPE 'X' C-lVI3 BOTH SIDES 3 - 5/8 ' , 20 GA METAL STUDS O 16 O.G. STRUCTURE BRACING PER W T PLAM TOP ON IMF n , SHIM TOP TRACK • aC7. 6RID 50 3 PV EDGE TRIM (PL -1). 450 S50 ACT LAYS FLAT, PROVIDE AGOUS. 1 =3 g SEAL a TOP OF HALL TO ACT. O 5/8" 0-H.B. 1 3" ACO)ST. INSULATION o GLG. - 2' SQUARE STL TUBE e IN OFFICES FREE END. - BOLT TO - FIN. CEI LING PER PLANS M STUD. 4 FL 3" ACOUS. INSULATION IN W ALL y 8-I BASE, TYP. WHERE INDICATED M 3 2 GT. EXTEND 611115 TO CEILING 3/8" TYPE 'X' GWB FIRST 2 SQUARE STL TUBE O FREE END. -BOLT TO BOTH SIDES AA50VE END STUD. 4 FLOOR 3 -5/8 ", 20 GA METAL STUDS O Ib" O.G. I ' G IN15H a ALAN pvAoll PLAN G > INT. GEILINO HEIGHT. PARTITION <v o> PARTIAL Ff I NT WA Archiects D c (INTERIOR TENANT SpAGES� r � EXI5TING 6A5 METER I TO REMAIN I 101-6" 101 -b" 3' -O "� '7'{+" �. 101-6 �_ 115' - 0" � , , 15' r 50' -q' 79 R WA 9 8 054' (425) 881�750 ma 1 i • .. I I ., Err. K I Lm r • � y . r•c. 11 G OW5T . 13ETYIEEN 51DE I I • - .- I� • ICI _ .r IC •_ •_ - •- , o • I Ism I r, »� r�! _ � ��� `' Q �. _ \ 0 T ._ �■ ® III �► • .. +- ..� ��.� .�� ` ` / • �� • �•— ........ , I ■ ..rw I � / ►+ LYE � � //, ,', ,- � �=. c--- -- • . • �' � // � . � Li -- --- -'�- -- �.. - - ■ ,'' \ Iii • • �� O 1 ' , �� . . I A JUN 11 2004 it - - �•� .� AS WED _ j � r a ;� Q• „ r �� ■ i ��' © i .1 '�, 1 31Ki , 11 , O �• 1 y �� • FOR RECEPTION15T i D ETAIL �. r N/ MUL .I - II S PA CE 624 SF I •�1 • _ a • — - - �4 • r r � _ _ _ 4 .•�� � 1 k y0 LooW BID ALT. 4 I OR E)(PLAN5ION JOINT5 PER DETAIL. p MZZ JD FOR TILE. ON IL L I • I � �- �a S • r • _SO • • '" •w y�'S .1n�'JIK... - •yt�r.� - s •.A..... 4 ",M' .'lr *�`: w�W r. , .. M . r_._.1... _�, ..MV• . .. .. S. .. .+n.. ...—�. .... ... f�FIRST FLOOR PLAN � MEN"" 5/8" TYPE 'X' GwB BOTH 31 DE5 3 -5/8 ", 20 GA METAL 5TUD5 a 1& 11 O.G. �r STRUCTURE v BRACING PER 65' L AC 1U5T. INSULATION o CbI IN OFFICES WHERE INDICATED F I N. CEILING PER PLANS 3" ACOUS. INSULATION IN WALL WHERE INDICATED �— EXTEND GWB TO CEILING REVISIONS W. oncw I DATE MISLO& P�*�►R iu'1 � RECEIVED f Rl' CIF T: WWR A MAY 10 2004 PEROT CENTER ISSUE DATE: 04 MAY 2DO4 DRAWN BY: RNS, KL CHECKED BY: ORS PROJECT NUMBER: 20312 The Dfiftniier THIS DOCUMENT REPRESENTS A PROPRIETAR DESIGN OMMED BY THE ARCHITE AND SHALL NOT BE USED ON OTHER PROJECTS FOR AOC►T TO THIS PROJECT Oit FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN Nit I T : NG W � 3 �O CU =3 g O Q ,? u' m Mftm lam y � u�i 3 2 FIRST FLOOR PLAN REVISIONS W. oncw I DATE MISLO& P�*�►R iu'1 � RECEIVED f Rl' CIF T: WWR A MAY 10 2004 PEROT CENTER ISSUE DATE: 04 MAY 2DO4 DRAWN BY: RNS, KL CHECKED BY: ORS PROJECT NUMBER: 20312 The Dfiftniier THIS DOCUMENT REPRESENTS A PROPRIETAR DESIGN OMMED BY THE ARCHITE AND SHALL NOT BE USED ON OTHER PROJECTS FOR AOC►T TO THIS PROJECT Oit FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN Nit I T : NG 3 �i i I � !�'r - 71W • '' � � ' \ . �' �� � • .write - t .L�.. 1 � � �raa � �'� ILI 4. • 1. 02ro 5F 50ITE 1,08 5F / OCC LO 11 OCC. ••r i naa O ' 1 - 75 1 -1 r 166 • 4 33'- 101/2' i 331-0" 10 1/ " 33 7 -- 0 �I � m ;N,I of m . l i R 4 7 1. FOR DOOR INFORMATION, SEE SiCiNEDULE 4 DETAILS 2 6 6 2` FOR WINDOW INFORMATION, SEE SCHEDULE 4 DETAILS I 3 K 4 5 5 5 5 5 5 3. FOR WALLS IMTH AGO1,1 INSULATION: PROVIDE 3" MIN. ACOUSTICAL MINERAL INSULATION UP WALLS TO STRUCTURE OR ACROE6 CL6. OF SPACES TO BE ISOLATED. PROVIDE COMPLETE ACOUSTICAL SEPARATION 4 5EAL ALL JOINTS. ACOU5TICALLY 15OLATE THE FOLLOWING 9PACE5: METING ROOM, CONE ROOMS, WORK ROOM, TOILETS 4 E*40 R ROOMS, PRIVATE OFFICES AND WALLS TO OTHER TENANTS AND COMMON SPACES. 4. OFFICE FURNITURE, SYSTEMS FURNITURE AND C.ONIFUTER EQUIPMENT ARE F.010. 5. PROVIDE FIRE EXTIN6UISHER5 AND GA81NET5 AS REWRED BY FIRE MARSHAL. COORDINATE LOCATION5 WITH AND RECEIVE APPROVAL FROM ARCHITECT PRIOR TO INSTALLATION. MAINTAIN EXISTING EQUIPMENT OR 5ALVA6ED UNITS A5 AVAILABLE. 6. 5EE SHEET A2.1 FOR WALL TYPES. EXTEND EXISTING DEMI51N6 WALLS TO STRUCTURAL DECK FOR DRAFT STOPS. USE 2X4 V0OD STUDS OR 3 -5/8" METAL STUD5 AT 16" OL. W/I LAYER OF 1 12' (MIN.) TYPE X 6". ON ONE SIDE. 1. FOR ALTERNATE HALLWAY PLAN 5HOPING ANGLED TENANT ENTRIE5, 5EE DETAIL r3 2. 8• 5• OF WORK INIGLUDE5 COMMON AREAS ONLY, EXCEPT FOR CORE HAVC 4 ELECTRICAL UPGRADES. TENANT SPACE T.i.'S UNDER SEPARATE PERMIT. q. WALL 4 PARTITION BRACING 15 PER DETAIL Qoo/ 10. FOR WALL TYPE5, 5EE 2 SECOND FLOOR PLAN NOTES nF r G H E i . 33 i - - - - 53' - 10 I/2" 33' -0" D0445POUT (DAYL1614T TO PLAN i EIS 60TTER w SECOND FLOOR PLAN MONO" S t t 1 t Y r E i 51 - 1 f tin of U"" K"OVE JUN 1 1 2004 AS NO f ED pr NEW ENTRY CANOPY ROOF BELOW - V0VN5POUT (DAYLIGHT T o PLANTER) t 6UTTER I I THIS DWMIENT REPRESENTS A PROPR ETARY DESIGN OAN BY 'HE ARCHITECT AND SHAT: NOT BE JSED ON 0 PROJECTS FOR ADOPTIONS TO TH S PROJECT OR FOR COINK ETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN wR TING r U& Driftanier AI�Cr11�S, P. So 79831ear Way NE Redmond, AA 98052 (425) 881 -7506 mail @driftmier.com SHEET NUMBER: N SCALE: A2.2 1 /S 2 1' -0" . . NA.rMM..f.. ,�.. • •4Mr•M-- .N�..�►,a./w.. .•I+..M.f..Y •. M.�.• w . Nr •IG...I'��r1�� ... . 4. .;{�`•".`�[�•`.�'/,�,rr•'��,.. ` ''. Lr ��•..... ./. J. ♦' . . �. ^ yrL i. .•��,. «�. r .,�. ' .. �.r - ....� . :.* t . .,� ' • ir�YwYNt•.I..,M •+�. 1►�..� ♦ ♦►.v.r' A� .�w.•.w I ♦. a ,yam .. � REVISIONS No. o�sciarrm MTE PwM{t Rmv SYS�c � I JK1MI A MAY 1 2004 PERMIT CATE n ISSUE DATE: 04 MAY 2004 DRAWN BY: RNS. DRS, hL CHECKED BY: DRS PROJECT NUMBER: 20312 W � ct 3 �= U= g Q � W � V Q Q m 2Z Z a c 3 S SECOND FLOOR PLAN REVISIONS No. o�sciarrm MTE PwM{t Rmv SYS�c � I JK1MI A MAY 1 2004 PERMIT CATE n ISSUE DATE: 04 MAY 2004 DRAWN BY: RNS. DRS, hL CHECKED BY: DRS PROJECT NUMBER: 20312 Z I. NVAC ROOFTOP EG UPMENT - SEE MECHANICAL DRAWINGS FOR REPLACD LENT OF EGxJ R ENT COIORDINATE WITH OPffR'5 HVAC CONTRACTOR FOR ROOF TOP HVAC WORK. REPAIR / REPLACE EXIST, NAT. GAS LINES AS REQUIRED .2. REMOVE EXIST. EQUIP., C0NVUIT I HIRES NOT NEEDED. ELECT. CONTRACTOR SiIALL REPLACE ROOF TOP ELECT. CONDUIT, DEVICES 1 DISCONNECTS. d. ROOF REPAIRS l MODIFIGATION5 415T BE MADE IN COWLIANCE WITH ROOF MFG'S INSTR14TION5 TO MAINTAIN EXI5TIN6 ROOF SYSTEM WARRANTY. 4. AT SLOPED CONC. TOP OF PARAPET, PROVIDE BLOCK FILLER OR MORTAR l TROWEL SMOOTH PRIOR TO PAINTING. ROOF PLAN NOTES I 115' -q' 33' -0" 33' - IC*2" o- o-� �t �i J �o s 2 -- — tf pi ROOF PLAN 0 1 CITY OF TUKMLA RPRuVtu JUN 1 1 2004 AS ho l ku WM DIVr*K N i q r ID 8 l 4mmor r ur Diiniloer ft Amb&d _qq P. S's 79R 31ear Way NE y Redmond, RA 98052 (425) 881 -7506 mail@driftmier.co¢ �t uj p� 3 t O � 2 Q i C V i m Q i 4 i CITY OF TUKMLA RPRuVtu JUN 1 1 2004 AS ho l ku WM DIVr*K N i q r ID 8 l 4mmor r ur Diiniloer ft Amb&d _qq P. S's 79R 31ear Way NE y Redmond, RA 98052 (425) 881 -7506 mail@driftmier.co¢ THIS DOCL&CNT REPRESENTS A PROPRIETARY DESIGN ONIWED BY 'HE ARCHITECT AND SHALL NOT BE JSED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROACT OR FOR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEWNT IN MR ITINC ,REVISIONS No. 1 oEacmrr a►n 1 eaLnw Q.w sls) AECEtVE� �'fTY t7F TI WWI A MAY 10 zM F'Ei�MT tAkTEi, . 4 !SSUE DATE: 27 APRIL 2004 DRA BY RNS CHECKED BY: ORS PROJECT NUMBER: F . 20312 SHEET NUMBER: SCALE: N .. A1.3 = , -0 1 . •a► ^..+» .... ..�,,,�.,...�. .....- ...••... �.. ► ..wr •..... •.. a: Mawr ..��i.....w�.i�....r.........►. �..+�:.' k,-. ,.. ", r .�1 � . ..ode+ ..� �. .,Hr •, ..� ..»� � fit uj p� 3 O � 2 Q y C V m Q 2 4 3 ROOF PLAN THIS DOCL&CNT REPRESENTS A PROPRIETARY DESIGN ONIWED BY 'HE ARCHITECT AND SHALL NOT BE JSED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROACT OR FOR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEWNT IN MR ITINC ,REVISIONS No. 1 oEacmrr a►n 1 eaLnw Q.w sls) AECEtVE� �'fTY t7F TI WWI A MAY 10 zM F'Ei�MT tAkTEi, . 4 !SSUE DATE: 27 APRIL 2004 DRA BY RNS CHECKED BY: ORS PROJECT NUMBER: F . 20312 SHEET NUMBER: SCALE: N .. A1.3 = , -0 1 . •a► ^..+» .... ..�,,,�.,...�. .....- ...••... �.. ► ..wr •..... •.. a: Mawr ..��i.....w�.i�....r.........►. �..+�:.' k,-. ,.. ", r .�1 � . ..ode+ ..� �. .,Hr •, ..� ..»� � fit 4 CEILING PLAN NOTES U NFH CEILING FINISH AND MOUNTING HEIGHTS ARE DE516NATED AS FOLLOH53 IN 15H I T 2) CEILING HEIGHTS ARE TO FACE OF FIN15H FOR SUSPENDED SY5TEM5 AND FACE OF STR.IGTLIRAL FRAMING FOR DIRECT ATTACHED SYSTEMS. 3) SUPPORT FOR 5115PENDED GWB CEILING SYSTEMS ARE PER DETAIL® a) ALL SUSPENDED CEILINGS SHALL BE 5EI5MICALLY BRACED ANC TIED PE DETAILS® e l 5) LIGHT FIXTURES SHALL HAVE TIE WIRE5 PER CODE AND PER DETAIL e NOTES AND LEGEND � s I o �riI W 'PROVIDE MTL. ACCE55 PANELS PER CODE TO ACGE55 STATE NREG, LOCAL 5N ITC HE - 5 ARE REOV. FOR ALL ATTIC SPACES t ALL EGIUIPMENT NEED SERVICE t PRIVATE OFFICES. CENTRAL 5h11TGHING 15 iMAINTENANGE. AGGEPTABLE FOR OTHER AREAS. PROVIDE DUAL CONFIRM LOCATION W/ ARCHITECT. G.W.B. ON BOT. OF 5TH 15) CEILINGS SHOhN AS EXISTING TO REMAIN IN EQUIPMENT S OPEN TO ABOVE �-- UTILITY AREAS MAY NEED TO BE REMOVED FOR PATGN/REPLAIR EQUIPMENT t ELEGTRIGAL SYSTEM UPGRADES. REPLACE (E) G.W.B. GLG. `P MAINTAIN (E) SOFFIT t � WALL MOUNTED FLUORESCENT CLG. HT5. PROVIDE M 16) VERIFY PAPER FADED CEILING INSULATION FOR GOMPL.IANGE (2) LAYERS TOTAL OF WA RRENT FLAME SPREAD AND 51" ME DEVEL. RATINGS. 1/2" TYPE -X GY6 IN51D REPLACE NON- GOMPLrINC7 IN5ULATION WITH EQUIVALENT ENTRY FOR I —HR RATE Q C.ONrTRUCTION F IBERGLA -% BATT IN50L. IN AREAS HERE EXISTING _4--E FIN15WO CEILINGS ARE REMOVED. MAXIMUM AREA TO Bf 3,000 S.F. IN ANY AREA. USE PENDENT o - DRAF75TOP OVER EX15T CA-6. HGT. WALLS — VERIFY J SURFACE MM. FLOURE5CENT a FIRST r �o CEILING PLAN v EXHAUST FAN VENT RECE55ED FLUORESCENT FIXTURE 21 • EMERGENCY PATH LIGHTING f 6) PROVIDE DRAFT5TOP5 IN IST TO 2ND FLOOR FR.AMIN6 PER CODE. ` 1 1) PR,WIDE L61-ITS ON EMERGENCY CIRCUITS A5 REQUIRED BY GODS OR LOCAL AUTHORi TY. VERIFY O�AjIONS WITH ARGHITEC. SUPPORT FOR ACT PER DETAIL q) 'OPEN" CEILINGS SHALL BE OPEN TO BOT. OF FLOOR OR ROOF 5HEATHI NG. 141 WG -1 = SUSPENDED WOOD 5LAT CEILING SYSTEM. 1W VERIFY LOCATION OF ALL H`JAG DIFFU5ER5 t GRILLE5 W/ ARCH PRIOR TO INSTALLATION rN"[ [.nip i ins; �ivn i I�rn1►� SOFFIT A5 REO'D. PAINT UNDERSIDE OF METAL ROOFING FIRST FLOOR REFLECTED CEILING PLAN �* 11) PROVIDE 1EW LIGHTIW-7 AND CONTROLS PER WA. W 'PROVIDE MTL. ACCE55 PANELS PER CODE TO ACGE55 STATE NREG, LOCAL 5N ITC HE - 5 ARE REOV. FOR ALL ATTIC SPACES t ALL EGIUIPMENT NEED SERVICE t PRIVATE OFFICES. CENTRAL 5h11TGHING 15 iMAINTENANGE. AGGEPTABLE FOR OTHER AREAS. PROVIDE DUAL CONFIRM LOCATION W/ ARCHITECT. LEVEL SWITCHING FOR ALL MULTI -LAMP FLOUFZFSGENT 15) CEILINGS SHOhN AS EXISTING TO REMAIN IN EQUIPMENT S FIXTURES. PROVIDE SEPARATE CONTROLS FOR UTILITY AREAS MAY NEED TO BE REMOVED FOR pAYL16HT ZONES M VrA STATE NREG� EQUIPMENT t ELEGTRIGAL SYSTEM UPGRADES. REPLACE Z' X 2' SUPPLY DIFFUSER THOSE CEILINGS TO MATCH EXIST. MATERIAL i HEIGHT. 12) REMOVE ALL CEILING FIN15HE5, LIGHTING AND EX15TING � WALL MOUNTED FLUORESCENT HVAC 0IFFU5ER5 ON ENTIRE FIRST FLOOR LEVEL. (TO 16) VERIFY PAPER FADED CEILING INSULATION FOR GOMPL.IANGE INGLULDE ALL LEA-5E SPACES, LOBBIES, GORRIPOR5, WA RRENT FLAME SPREAD AND 51" ME DEVEL. RATINGS. RE5TROOM5, CL05ET5, MEGHANI( AL ROOMr, ETC). INSTALL REPLACE NON- GOMPLrINC7 IN5ULATION WITH EQUIVALENT NEW FIN15HE5 PER PLAN. 12) COMPLYING INSULATION OR OVERLAY W/2• FACED 13) INSTALL DRAFTSTOP5 PER WALL TYPE A ALONG WALLS F IBERGLA -% BATT IN50L. IN AREAS HERE EXISTING 1NDIGATED THU5: FIN15WO CEILINGS ARE REMOVED. MAXIMUM AREA TO Bf 3,000 S.F. IN ANY AREA. USE PENDENT EX15T. WALLS TO MAX EXTENT PRACTICAL. IN5TALL NEW DRAF75TOP OVER EX15T CA-6. HGT. WALLS — VERIFY EXISTING. SURFACE MM. FLOURE5CENT DrrKL)vCrlCn 17, w I I C --� DOI'N45POV (DAYLIGHT TO PLANTER) LIGHT FIXTURE LEGEND TRACK HVAC FIXTURE LEGEND ru-c,/r rr AAMIML7 DON45POUT ( DAYLIGHTT TO PLANTER) 6 UTTER 5TRUCTURAL TEE TRELLIS GRID EX I STING SOFFIT. PATCH, REFASTEN WHERE LOOSE AND PAINT, TYPICAL AROUND BUILDING. EDGE OF SOFFIT ABOVE 1st FLOOR EDGE OF SOFFIT AT ROOF LEVEL. n)e Dhftii ATrh&dS, P. S. 7983 Leary Ifsiv NE Redmond, AA 98052 (425) 881 —7506 mail@driftmier.cou AP , 22'x30" PTD. STL. C4.6. ACGE56 PANEL ID X X 2' RETURN GRI '-LE 5GONGE CONFIRM LOCATION W/ ARCHITECT. W saw * } RECE55ED CEILING MOUNTED FIXTURE �O ZX Z' X 2' SUPPLY DIFFUSER � WALL MOUNTED FLUORESCENT u C RECE55ED DIRECTIONAL SPOTLIGHT m 4' X 4' SUPPLY DIFFJ5ER 2 a Q � -� FLOUIZESCENT STRIP LI6NT Q PENDENT 3 i 12" X 1 2' TRAN5FER uR ►LL SURFACE MM. FLOURE5CENT a FIRST EXIT 51GN REFLECTED CEILING PLAN EXHAUST FAN VENT RECE55ED FLUORESCENT FIXTURE TO EXTERIOR EMERGENCY PATH LIGHTING ru-c,/r rr AAMIML7 DON45POUT ( DAYLIGHTT TO PLANTER) 6 UTTER 5TRUCTURAL TEE TRELLIS GRID EX I STING SOFFIT. PATCH, REFASTEN WHERE LOOSE AND PAINT, TYPICAL AROUND BUILDING. EDGE OF SOFFIT ABOVE 1st FLOOR EDGE OF SOFFIT AT ROOF LEVEL. n)e Dhftii ATrh&dS, P. S. 7983 Leary Ifsiv NE Redmond, AA 98052 (425) 881 —7506 mail@driftmier.cou REVISIONS No. oacbrnoM I a►Tc aw& pet%cc aAN sisldt jry l�F TIy q MAY 10 200+1 PERMIT CENTER f UE DATE: 04 MA 2004 WN BY: RNS, KL CKED BY: ORS PROJECT NUMBER: 20312 !SHEET NUMBER: N SCALE: d d A2.4 21.0 .. � _ -.. r_ .. ,.....y. ..+mow► -.r'." �.:._ �...�. i,.w - + �.�... ... • .i �� Y �+�. - ,. w-... `. .i- . :- n`r w'.. J�i."+t:' . ,_..� -� r.+iM . ;�.:�.. :�.� � .. .r . +�.w .�.+. ., i r , a ..f ,. • .,y . r: J�' .� ... �,.,r.. � . �. • a .. M —0 ==J :D PROX CTIION SCREEN PROVIDE ELEC. �CLE MOTORIZED I CONTROLS s 7 OR (F .O.I.C) 41C LIGHTING LER H/ SCENE BOX ON HALL -EN s BLIND i LER DRAFT5TOP TYR CITY Of pjw APPROVEO JUN 11 269 NOTED J MECHANICAL DIFFUSERS AND RETURN AIR GRILLE5 PER TENANT SPACE 1MPROVEMENT5. THIS DOCL ENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SNAIL NOT K USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COWLETiON OF THIS PROJECT B'! OTHERS EXCEPT By PRIOR AGREEkfhT IN MR T NG W saw 3 �O ZX g u C V m 2 a Q Q 3 i g a FIRST FLOOR REFLECTED CEILING PLAN REVISIONS No. oacbrnoM I a►Tc aw& pet%cc aAN sisldt jry l�F TIy q MAY 10 200+1 PERMIT CENTER f UE DATE: 04 MA 2004 WN BY: RNS, KL CKED BY: ORS PROJECT NUMBER: 20312 !SHEET NUMBER: N SCALE: d d A2.4 21.0 .. � _ -.. r_ .. ,.....y. ..+mow► -.r'." �.:._ �...�. i,.w - + �.�... ... • .i �� Y �+�. - ,. w-... `. .i- . :- n`r w'.. J�i."+t:' . ,_..� -� r.+iM . ;�.:�.. :�.� � .. .r . +�.w .�.+. ., i r , a ..f ,. • .,y . r: J�' .� ... �,.,r.. � . �. • a .. M —0 ==J :D PROX CTIION SCREEN PROVIDE ELEC. �CLE MOTORIZED I CONTROLS s 7 OR (F .O.I.C) 41C LIGHTING LER H/ SCENE BOX ON HALL -EN s BLIND i LER DRAFT5TOP TYR CITY Of pjw APPROVEO JUN 11 269 NOTED J MECHANICAL DIFFUSERS AND RETURN AIR GRILLE5 PER TENANT SPACE 1MPROVEMENT5. THIS DOCL ENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SNAIL NOT K USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COWLETiON OF THIS PROJECT B'! OTHERS EXCEPT By PRIOR AGREEkfhT IN MR T NG i II rar ''�I r�►�.� l POP 1 Jim • ONE I: ■ _ m oo, . 161022 •� I i • i TYP tt! ENTRY 1026 5F I I 1, 5F l i • OCZ LOAD 11 OCC L OAD S :CO E ND FLOOR ALTERNATE i' 14' i IDRAFT5TOP AROUND CORRIDOR AND ' COMMONS AREAS. PATCH EXI5TIN6 I 6.1 A5 REGD. --� I] — �r •I A) B -w 4 �„ I 33 F - A 17 1 I M L rVM 17. REPAIR 50FFIT A5 REO'D. L16HT!N6 t CEILINGS PER TENANT SPACE IAAOG/* = k A L 1 t T G /u i i vvn 1 rCVnnrr�,nL Vir7 VVCK'0 AND RETURN AIR 5RILLE5 PER TENANT 5PACE IMPROVEMENTS. (N.I.C) — SECOND FLOOR REFLECTED CEILING PLAN ,} M b 114 G 33' -10 112" 5U I TE 1,157 5F SUITE 18 OCC. LOAD 51M. 6q2 5F *7 OCZ. LOAD CORRIDOR PLAN f" 33 1 • . g3 _ O . I Ric - -- -- 33 ' -0 " ' 61NB. hY. -I 8A5E BID O ELEVATOR N SCALE: N 1 /8�� ,,. 11 I. SEE SHEET A2.4 FOR CEILIN6 PLAN NOTES. 2. SEE SHEET A2.4 FOR LIGHT FIXTURE LWEND. 8. CO +ION AREA C.L65. AND LI&HTING ON 2nd FLOOR ARE MEW AND U�0ER TH15 PERMIT AND 5C4PPE OF WORK CE I L 1465 AND 1-16HTIN6 IN 2nd FLOOR TENANT 5PACE5 ARE W.C. AND UNDER 5EPARATE TENANT IMPROVEMENT PERMITS. 4. PROVIDE DRAFT STOP CONSTRUCTION OVER CORRIDOR /GOMWN AREAS WALLS. DRAFT STOP 940H A5: - • - -• --- ....... 5• VERIFY PAPER FACED ROOF IN5"TION FOR COMPLIANCE W/C FLAME SPREAD AND 91OKE DEVEL RATINGS. REPLACE NON - COMPLYING INSULATION WITH EQUIVALENT 0OMPLYIN6 INSULATION OR OVERLAY W/2" FACED F16ER6LA% 13ATT IN5UL. IN AREAS WHERE EX15TIN6 FIN15HED CEILIN65 ARE WMOVED. b. FOR HALLIN AY LIGHTING, ENTRY PLACEMENT s LOCATION5, CONFIRM KITH ARCHITECT PRIOR TO ROW;44 -IN OF ELECTRICAL. FIXTURE QTY 15 514" 8UT LCk: AT!/_)N 15 %8 EGT TO CHANGE OTES AND LEGEND CH I • I� ~ 33' -10 112" � 1 �'1 M TYP. ALL TENANT SPACES. MECHANICAL DIFFU5ER5 AND RETURN AIR 6RILLE5 PER TENANT SPACE WROVEMENT5. jp or �■ 7983 Leary Way NE Redmond, AA 98052 (425) 881 -7506 mail@driftmier.cou l i . f W � 3 } CITY OF T"tA APPROVED JUN 1 1 2004 AS NUItU DRAFT5TOP - iAjwfqF TYP. ALL TENANT SPACES. MECHANICAL DIFFU5ER5 AND RETURN AIR 6RILLE5 PER TENANT SPACE WROVEMENT5. jp or �■ 7983 Leary Way NE Redmond, AA 98052 (425) 881 -7506 mail@driftmier.cou TH DOCUMENT REPRESENTS A PROPRIETARY DESIGN QM 0 BY THE ARCH I TECT AND SIiAL: NOT BE JSED ON OTHER PROJECTS FOR ADD TIONS TO 'HiS PROJECT OR FOR COMP:ET'JN OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN WRITING REVISIONS No o�,scraN a►� Pam w pav S! SI RECENEC PITY CW T1 WWI A MAY 10 Zoo4 PERMIT CENTER r ISSUE DATE: 04 MAY 2004 DRAWN BY: RNS, KL G H CHECKED BY: 0% EXISTING SOFFIT. PATGH PROJECT NUMBER: REFA5TEN WNERF LOOSE AND PAINT, TYPICAL AROUND BUILDING. 2031 SHEET NUMBER: N SCALE: A2.5 to �.. -... .. , „ ,•.. .1.. • ..y. .. .... , � .. . ....... w «I.:...•f.�... r.4r+.�r. � .�.....:w. - w.�Mr� rY►wd a � . _ .. . _ a , .. a�►./w• v.r. �.. • .... �. � +. �+ A... , � r+t a • 'd' q, v � • ,• 1�e ner A1�11�2C'�.5, P. So W � 3 Lu = Q Q � � � 3 SECOND FLOOR REFLECTED CEILING PLAN TH DOCUMENT REPRESENTS A PROPRIETARY DESIGN QM 0 BY THE ARCH I TECT AND SIiAL: NOT BE JSED ON OTHER PROJECTS FOR ADD TIONS TO 'HiS PROJECT OR FOR COMP:ET'JN OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN WRITING REVISIONS No o�,scraN a►� Pam w pav S! SI RECENEC PITY CW T1 WWI A MAY 10 Zoo4 PERMIT CENTER r ISSUE DATE: 04 MAY 2004 DRAWN BY: RNS, KL G H CHECKED BY: 0% EXISTING SOFFIT. PATGH PROJECT NUMBER: REFA5TEN WNERF LOOSE AND PAINT, TYPICAL AROUND BUILDING. 2031 SHEET NUMBER: N SCALE: A2.5 to �.. -... .. , „ ,•.. .1.. • ..y. .. .... , � .. . ....... w «I.:...•f.�... r.4r+.�r. � .�.....:w. - w.�Mr� rY►wd a � . _ .. . _ a , .. a�►./w• v.r. �.. • .... �. � +. �+ A... , � r+t a • 'd' q, v � • ,• 1�e ner A1�11�2C'�.5, P. So 1. ALL FIMR MOUNTED ELEC. 80XES ! DEVICES ARE TO BE WALL CONVENIENCE OUTLET IIOV, LOCATED BY OWNER. 2. COORDINATE t "ONFIRM ALL ELEC. DEVICE5 IN WORK WALL CONVENIENCE OUTLET, 1/2 504IT( PEV AREAS WITH ARUHITEC T i FUTURE LAYOUT PRIOR TQ HAL,- OUTLET, GROUND FAULT INTERRUPT, 1 I0V R+OWN -IN. 5. ELECTRICAL RECEPTACLES TO 8E 16 AFF EXCEPT AT SPECIAL PURP05E OUTLET CA5EWORK ANC' 6 C IWIRM MOUNTING HEIGHTS • FLOOR HUNTED OUTLET / TO BE CASEWRK PR IOR TO ROUGH-IN. 4. SEE ELECTRICAL NOTES IN DETAIL SECTION OF DEDICATED OUTLE SPECIFICATIOW ANP BID DESIGNED SPECIFICATIONS. 5. COORDINATE ELECTRICAL t CONDUIT REQUIREMENTS W/ uj SECWITY EAIIPNENT MANUFACTURER. A(,GE% GONTRt')LS, J-BOX FIRE ALARM REQUIREMENTS s HNAC EQUIPMENT. PROVIDE TV/CABLE OUTLET ALL EQUIPMENT CONNEGTION5 FOR 80TH NEW AND EX15TIN6 TELEPHO fJDATA OUTLET DEVICES. . 6. CONTRACTOR TO PROVIDE ALL POWER. ELECT. CKD CONTRACTOR TO EXAMINE ALL DOC4MENT5 t g SPECIFIGATICN5 FOR ITEMS IN 5COPE OF WORK. 1. C04TRAGTOR TO 5UPPL.Y ALL CONDUIT AND PULL ALL WIRE. 1--1 M-C GABLE N.AY BE USED AT GONTRACTOR - 5 OPTION WHERE O PERMITTED B" 5PECIFIGATION5. 8. CONTRACTOR 15 RE5PON5113IE FOR MEETING ALL 5ECMITY ® EQUIPMENT RE(AMREMENT5. INCLUDING BUILDING ENTRY AND ® hIGIA SPACE SECURITY SYSTEM. LEASED TENANT 5PACE5 ® ARE N.I.G. q. PROVIDE CONYFNIENGE RECEPTACLE5 PER CODE, AS INDICATED ANC DI5TRI5UTED THROUGHOUT 5PAGE5 WHETHER SPEGIFIGALLY INDICATED OR NOT. 10. PROVIDE CONNECTIONS TO 516+5 A5 INDICATED ON i ELEVATIONS ANr VENDOR INFORMATION 11. SEE DRAHIW7 AI.O (SITE PLAN) AND DETAIL5 FOR EXTERIOR LIGHTING L7GATION5, VERIFY AND PROVIDE ALL ELECTRICAL WORK FOR HVAC, SIGNS, SITE POH^ER, ETC. 12. ALL PHONE t DATA CABLING 15 BY CONTRACTOR FOR WGIA 5PAGE AND FIRST FLOOR TENANT ROUGH -IN. PROVIDE DATA TERMINAL5, RACKS, ETC. PER SPECIFICATIONS. WALL .WV- SHALL SE PER DETAIL IS 13. ALL FURNITURE 5HOM 15 F.O.I.O. GA5EHORK (5HOHN ON 5HEET5 A2.1, A2.2, A5.0, A5.1 AND A5.2) 15 BY GONTRAGTOR. 14 • FLOOR TRAN5ITION5 ARE TO BE FLUSH. PROVIDE TRAN51TION5, RFDUC.ER5, ETC AS NEEDED AND PER DETAIL IO 15 EXIST. LOUVER BLINDS: REMOVE, GLEAN AND RC,NE+TALL 15T FLR. LOUVER BLINDS ON EXTERIOR HINDOW5. REPLACE DAMAGED BLINDS HITH MEW TO MATCH. PROVIDE NEW BLIN05 ON EXTERIOR WINDOW5 INTERRUPTED BY NEW GON5TRUCTION AND A5 FOLLOW5 FOR INTERIOR 5PAGE5: O BOARD ROOM AND CONFERENCE RM. O WG I A WORK ROOM #24, 5TOR. r33 0 Kk IA INTER. OFFICE 510E LITE5 0 HCIA AND TENANT LEASE 5PAGE ENTRY LITE5. 15. PEW ROLLER 5HADE5 IN BOARD ROOM #10: PROVIDE NEW MANUAL ROLLER SHA DES FOR ALL HINDOW5. ALTERNATE BID: PROVIDE MOTORIZED 5HADE5 WITH GROUPED CONTROLS. 16. K I TGHEN APPL IANGE5 ARE F.O.I .G. - CONTRA( TOR TO IN5TALL d PROVIDE ALL INCIDENTAL ELECTRICAL t PLUMB. CONNEGTION5 REOV. CONFIRM REQUIREMENT5 WITH OWNER PRIOR TO INSTALLATION. F.O.I.0 EQUIPMENT INCLUDE-5: • MIGROWAVE OVEN (2) • REFRIGERATORS PV ICE MAKERS [2) • DI5HWA5HER [1) • UNDER51NK GARBAGE DISPOSAL [I] • HATER GOOLER [ I ) IZ WATER FEA . JRE. PROVIDE FREE - STANDING WALL FC)UNTAIN IN ELEV. LOBBY. ELECTRICAL LEGEND =0= WALL CONVENIENCE OUTLET IIOV, 12` ABV. F.F. U.N.O. �- WALL CONVENIENCE OUTLET, 1/2 504IT( PEV HAL,- OUTLET, GROUND FAULT INTERRUPT, 1 I0V =WF MEATHERPROOF OUTLET MVCAP 0 SPECIAL PURP05E OUTLET = FLOOR HUNTED OUTLET / TO BE LOCATED BY LWWR �^ DEDICATED OUTLE GUADRAPLEX OUTLET uj I'.► J-BOX Q TV/CABLE OUTLET TELEPHO fJDATA OUTLET -- -- PLUG MOLD UNDER COUNTER ❑ TFERMOSTAT CKD 1"fALL MOIWED EXIT SIGN W/ BATTERY g BACK ❑ FIRE EXTINGUISHER 1--1 FLUORE5CENT O ALARM BUTTON Cp CL05E CIRCUIT CAMERA ® GATHERING BOX ® JWTICIN BOX ® IRECE55ED EXHAUST FAN, 60 CFM V.T,O.S. r 6ROMMET HOLE NERIFY LOCATIONS WITH OHW ALARM E ACIATOR ELECTRICAL LEGEND ,. I'w .. . .: .w y's.4 r+. ` r.M► y,- ....; L.M•r • .., . . . � ' - • r.r i 1� _ li r i �I h/ r it II m I THIS SPACE F INI5WD UNDER I 7 SEPARATE T.I. CONTRACT. REFINISH EX15T. HOOD I CAP YV -I. (TYP) THIS SPADE FINISHED UNDER � - — SEPARATE T.I. GpJTRAGT. 1 TH15 SPADE FINISHED UNDER SEPARATE T.I. C,ONTRAC T. G-3 I � I ' THIS 5P E FINISHED UNDER THIS SPADE F!NISNED UNDER 5EPA NTRAGT. SEPARATE T.I. GONTRAGT. I THIS SPADE FINISHED I SEPARATE T.I. CONTRACT. I I SECOND FLOOR FINISHES, FURNITURE AND ELECTRICAL PLAN w - 1 ' I w ALT 14: o r►+15 sP PER 5EPARATE T.I. GONTR T. MAIN FLOOR FINISHES, FURNITURE AND ELECTRICAL PLAN I I � i • G -3 ; • G -3 THIS SPACE FINISHED UNDER . • / SEPARATF T.I. CONTRACT. i _ ._ ` ELEV. TH15 5PAGE FINISHED UNDER SEPARATE T.I • CONTRACT. Abe- 4 i — 1 N SCALE: /16" =I • tl 1 II Ir) �� www>r + '� • ��r� - + - ��;1— -- - -- ::' -- -- ,;1 - -- — — ';) - - - -- = -- - '�' -. - -- I:y - -� � — �-- . I� ` � �- =- - - - — - - - � - - - -- - -- - - - - -- - - _ -.- - -- -. -- - - -- � - _ � - - . _ . - .�. ,.r..�� � :��� - r __ r �r� / 1r r L �..J ❑ Irl ., Ir. 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I Nom= ===-= �■ ■ ■ CHECKED By: ORS PROJECT NUMBER: 20312 •.Nn• WIN •4tH..• �:�'•:I .. 1 Driftrnier � y 3 U = � uj ca Z 2 a W 3 g FINISHES, FURNITURE, & ELECTRICAL 11 THIS DODAIENT REPRESENTS A PROPRIETARY DES,GN O1MVED BY THE ARCHITECT ANC SHAD NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT . N V i 'r I NC REVISIONS � W. I I "N LEAW - �w -..�. -� • _ • ■1-; ■ "- ■■■■■■■ ■1 l • • • . 0 I ■L'■ ■I %� IN ■ WALL IPHONIE/DATA • Ir — ■ ■■�tMr�• , If• Y4 IWALL II r r'r� • r - r r . • - - • , ■� / /�■� - : i 1 :i iiil ■fir '� • F UTU R E r • r u.7 \ • BMW �w COVER NEAR EA. OUTLET 940M ENO k r �� i� 1 � ' Sla '�► III q► ,u I` � ■ ■ ■ ■ ■�■ ■ ■ ■ ■ ■■ ■ now Ire ,r► �1► ISSUE DATE: 04 MAY 2004 moll DRAWN BY: RINS, KL M. 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GOL+OM FOR EXTERIOR CAI Z% - 5OPM I EP-I - r G / O � N y G SPNIORFrILS I rP-I — �/• F I EPH SID EP-2 ALT. - Y40M NiNDOrS I EP-3 - STRIZT. STEEL S} I POhOE?R GOAT, EP-3 - AR 0. STEEL I STA 4JM STEEL - NEM ROIOFM I MTL-1, AS M iCTED W EP ON u1 VMVE Z. GABLE PIJiNf TRELLIS 5Y'5?!M 9FW.1 Be A6 FOLLON6. 5ff DETAIL e , A) HW s INOX LK BY 4AKrOB OR APPROVED. 15) TYPE 4 STYLES'1 XXX G) FINISK STARMS SIM O) PATTERNI XXX E) AccaswRiEs 1 mawN61 Pp4vm GABLE GOWftTOR s F I - — -- PER MM STAI'M, ETC. SMALL HOLD CA VILE AN11 PRIOM EXIST. GONC, STATE -O ASHINGTON H S DOCUMENT REPRESENTS A PROPRIETARY' DESIGN LAMED BY THE ARCH!TECT AND SHALL NOT BE USED ON THER PROJECTS FOR ADDITIONS TC THI PROJECT OR OR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY R OR AGREEMENT IN W iTING REVISIONS SCALE: • •• 5 EXT. ELEV. ISSUE DATE: 28 APRIL 2004 N CHECKED BY: DRS SCALE: • .• 4 0 _ V = JAN � ZQ STATE -O ASHINGTON H S DOCUMENT REPRESENTS A PROPRIETARY' DESIGN LAMED BY THE ARCH!TECT AND SHALL NOT BE USED ON THER PROJECTS FOR ADDITIONS TC THI PROJECT OR OR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY R OR AGREEMENT IN W iTING REVISIONS No. 28 DATE IRECEIvED MAY 10 2004 FEWl i CENT" ISSUE DATE: 28 APRIL 2004 Vft CHECKED BY: DRS PROJECT NUMBER: 20312 3 SHEET NUMBER: A10 V = JAN � ZQ cc m 2 a Qom' c 3 S 'Al BUILDING ELEVATIONS STATE -O ASHINGTON H S DOCUMENT REPRESENTS A PROPRIETARY' DESIGN LAMED BY THE ARCH!TECT AND SHALL NOT BE USED ON THER PROJECTS FOR ADDITIONS TC THI PROJECT OR OR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY R OR AGREEMENT IN W iTING REVISIONS No. DATE IRECEIvED MAY 10 2004 FEWl i CENT" ISSUE DATE: 28 APRIL 2004 DRAWN BY: RNS CHECKED BY: DRS PROJECT NUMBER: 20312 SHEET NUMBER: A10 • 1 , . .. • .•.. ,•„ r •... .. ..... •w•- _. .. •..�. •_►•s. . .•.. r:. w• M«►... M .w•rsw�r/'11..+�. +�iwiMlN+•�... '�f .. lY�R':. S 'rt .� aril �...i ti. i' . '-.. /` .....:.r .. - •.. .. ..l ,,,,..�' .. .. f. .. . ... ul M i I I I I i w t. l ,-%rl%ol el n •r --=r_ BUILDING SECTION R -21 BATT. IN5UL. VV \VAPOR BARRIER CANT 5TRIP EX15T. ROOF 2xb STUD WALL TYP. E LEVATOR DOOR I II I I i ' i I II II ' I I II II ' I I II it 2x6 STUD KALL TYP. VKICUK "U VAIN I INV, I T r. I I I I EX 15T. 5PANDREL5 I �r J I ROOF J015T NEW ROOFING TO MATCH EXISTING 112' PLYWOOD 5HEATHING R - II BATT INSUL. W/ VAPOR BARRIER _ 12' ROOF LEVEL { 1 f ELEVATOR GAB NOTE: SEE STRUCTURAL DRAWNGS FOR ADDITIONAL INFORMATION. FIN15H FLOOR { `- MOUNT RAIL BRACKETS AT I'-O' BELOW EACH FINISHED FLOOR LEVEL. ELEVATOR POOR 5/8" TYPE -X She BOTH SIDE5 L 3' X 3• X 114' 2x6 5TUD KALL, TYP. PER 5TRUGTURAL STEEL ANGLE VV 3' AGOUS. INSUL. SLAB TO MATCH (E). L ADM �� FINISH FLOOR , CONCRETE ELEVATOR <.. PIT. 5EE 5TRUGT. HOLELE% TYPE PNEUMATIC . PISTON - -- =-L GRANULAR BAGKFILL ELEVATOR NOTES: I. ELEVATOR 5HAFT DIMEN5110145 ARE BASED UPON A MARQUIS 15 ELEVATOR BY THY55EN KRUPP. VERIFY ALL 5HAFT VIMEN510N5 AND REQUIREMENT5 PRIOR TC GON5TRUCTION. 2. 'VERIFY ALL STRUGTURAL LOADS IMP05ED ON BUILDING W/ 5TRIJGT. ENGINEER PRIOR TO ORDERING. 3. ELEVATOR GAB TO MEET ALL BARRIER -FREE RE6UIREMENT5 (UBC CH. II AND WAG 29b -81), TH15 INCLUDE5 BUT 15 NOT L IMITED TO: GONTROL PANEL5, GALL BUTTONS, 6LEARANCE5: LIGHTING, 51GNAGE, ETC. 4• GAB 51ZE 5HALL MEET THE 5TRETGHER RE6?5. OF UBG. 5EGT. 3003.5. 5. ELEVATOR SHALL MEET ALL RE05. OF UBG GH. 30, ELEVATOR5, DUMBWAITER5, E5GALATOR5, AND MOVING HALL5. PROVIDE 5HAFT LIGHTING PER GODS. 6. PROVIDE 5MOKE DETECTION RECALL SYSTEM FOR ELEVATOR 5HAFT d EQUIPMENT ROOM PER SECT. 30032, 8. GONTRAGTOR TO CONFIRM WITH INTERIOR DE516iIER FOR GAB FI1415H PAGKA6E. PROVIDE FINISH FLAME SPREAD GLA55 A5 RECD. BY CODE. I EX15TING PRECA51 GONG. r%AIL r - AS ►ri�1 _w 1 Iw- 11 -1",1 1* FAR 5TRUCTURE CVI/_T r/1CCIT 1�- mdrri.lgw NEW 4' MTL. 5TUD5 BRACING A 24 O.G. 130T. OF TR 65E5 U.C.I. vv :Vol (7yw ONE5IDE 4 R -II BATT. STORE FRONT ENTRY 5Y5TEM NEW 5TOREFRONT 5YSTEM END COL . NEW IN50L. 6LA55 - 4" COW. hV REINF. PER 5TRZ TURAL - 2' CAPILARRY BREAK (SAND) - b MIL POLY VAPOR BARRIER - 4' GRAVEL tAI51 NALL r - KAMINC? - PLATES A5 �� NEW TENANT LIM 1 112 Y Lu 0 C9 1 uj � 22 cc 4 m X Qom' rjpv� The Dhftn AmhiM_q P. So 7983 Leary Way NE Redmond, AA 98052 (425)881-7506 mail @driftmier.com ss60 1. 1 REGISTERED ARCHITECT � BRACES • 48' O.G. Ricnam PnMk� Driftmi�r' STATE OF WASHINGTON NEW TE IW GLG. M.I .GJ THIS DOWW NT REPRESENT A PROPR I ETARY DESIGN REMO� EX15 OTHER PROJECTSARCHITECT I T AB S OI THNST PROJECT OR GLG. d FRAMI FOR C011IPL E T I ON OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN W TING 6 k l l f - rry .FE I WV A MAY 1 0 2004 MW' CENTER E 104 MAY 2004 RNS DRS AL y� r PROJECT NUMBER: — �.��r_. ir�� ir�� �� ire • �� I I� w I I�r_� ' ' iii = I J - - - -4 - �-� -I - __ - -� - � � --�- . �-- - 20312 ka4" I SHEET NUMBER: -_ SCALE: ,� SCALE: ELEVATOR SECTION -I �a NEW ENTRY SIDE 'WALL . , . �a 2nd FLR HALLWAY ALA .A4.0 ' ,� •, .o ., SECTION � ET .fir...- .....«.+.�. n..r..r. .. war...... -... i�«»�w I'i.. '�irWY.�1• -� v+W4 '.�Jii1 .., . _ •. . .. �. � w+K. � . • „W. w. � - . •~ . . w +i .. -. ... �.•- •�•..�r•..•...wr....... ...r•.w..�1.r. —..... ., ... . ...F i� .. r t . M�. �'7 • ..'.i« w+• r+. .� j� 1' � 4 ..i . r:+► . r � M CEILING HEIGHT I 1 +12 -6" 5EGOND I-LOOR i Z , �1_O11 GEILING HT. , + f�1 01 I •, 1 SCALE: - 1/4 -0' cin of TUMtLA ,A�uvt JUN 1 1 200; AS NUtEO 03 " owe MNION i Z s a s a � 71' -q' LIM v= Y Lu 0 C9 V uj � 22 cc 4 m X Qom' cc R BUILDING SECTIONS ss60 1. 1 REGISTERED ARCHITECT � BRACES • 48' O.G. Ricnam PnMk� Driftmi�r' STATE OF WASHINGTON NEW TE IW GLG. M.I .GJ THIS DOWW NT REPRESENT A PROPR I ETARY DESIGN REMO� EX15 OTHER PROJECTSARCHITECT I T AB S OI THNST PROJECT OR GLG. d FRAMI FOR C011IPL E T I ON OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN W TING 6 k l l f - rry .FE I WV A MAY 1 0 2004 MW' CENTER E 104 MAY 2004 RNS DRS AL y� r PROJECT NUMBER: — �.��r_. ir�� ir�� �� ire • �� I I� w I I�r_� ' ' iii = I J - - - -4 - �-� -I - __ - -� - � � --�- . �-- - 20312 ka4" I SHEET NUMBER: -_ SCALE: ,� SCALE: ELEVATOR SECTION -I �a NEW ENTRY SIDE 'WALL . , . �a 2nd FLR HALLWAY ALA .A4.0 ' ,� •, .o ., SECTION � ET .fir...- .....«.+.�. n..r..r. .. war...... -... i�«»�w I'i.. '�irWY.�1• -� v+W4 '.�Jii1 .., . _ •. . .. �. � w+K. � . • „W. w. � - . •~ . . w +i .. -. ... �.•- •�•..�r•..•...wr....... ...r•.w..�1.r. —..... ., ... . ...F i� .. r t . M�. �'7 • ..'.i« w+• r+. .� j� 1' � 4 ..i . r:+► . r � M CEILING HEIGHT I 1 +12 -6" 5EGOND I-LOOR i Z , �1_O11 GEILING HT. , + f�1 01 I •, 1 SCALE: - 1/4 -0' cin of TUMtLA ,A�uvt JUN 1 1 200; AS NUtEO 03 " owe MNION i Z s a s a � 71' -q' r PARTITII P -I SASE BID) RELOCATE AND P -1 (BASE BID) P -1 (BASE BID) PL-1 TYP, --- 4- T MIRROR H-I (BID ALT Aq) 4'-6' NP -1 (BID ALT Aq) hP - (BID ALT Aq) REORIENT P ,� - -- PAPER TOML5 P -I f6" x FULL WIDTH REINSTALL (1E.) SEAT OUTLET, + � SEAT COVER SANITARLY NAPKIN ?' � 2'- 11 2' -Il" + '�'"'— PEN`�ER. PL -1 DISPENSER (TYP) • . , i X �RR 36 DIS PL w I , T - ,� ' WAP T -ib WIDTH T-4 - T -4 / %� DISPENSER ,�✓ N; T.P.H. T -4 I /� T" 4 - � S.N. T -1 TILE _ �` 50 �' _ . i � T.P.H. (N) T.P.H. COJ�ITER I pISPENSER - ;� I ---L- o ` x Z r T -6 , T_5 I -- - I - ""- i 1 T- I �°` T-5 ..__! WD -I b" T -I 5A5E b" T -2 BA5E OE _ I TEMPERATURE T -I ' WD ENTER 5HIELDI ON DRAIN EAST WALL CE NORTH INT. WALE. C A , NORTH W Co, LL rA5T WALL - MENS RE5TROOMS 12 A NORTH YNALL NOTE: CA NORTH WALL PER DETAIL e � EAST WALL 5EE RE5TROOM NOTE5 4, 5 NOTE i 6 FOR BID ALTERNATES. SEE RESTTROOM NOTES 4, 5 RELOCATE AND P - (BASE BID) s 6 FOR BID ALTERNATES. P -I (BASE BID) a• W -I (BID ALT Aq) MIRROR REORIENT SEAT COVER WP - (BID ALT Aq) PAPER P -1 ELECTRICAL 56" x FULL WIDTH DISPENSER (TYP) TOP EL D15P. OUTLET P -1 ---- ----•� Wd f d TRASH PAPER TOWEL s • • • • . • . • .. • . •• . • ' . ' • . • . DISP. t TRASH Q .. SEAT DOVER • 015PEN5ER 50AP D15P. T -6 T -4 1 , 2 -O' T • -1 T_4 / // 1 • so T -1 TILE 50AP D15P. / /j COUNTER X I - � ° � T -1 TILE �.• r. E . ' • '. • •. . '�Ir -- _ 4 r � i _ _ } NOTE: LEVER TO '7983 Leary Way NE BE ON OPEN 510E Q, OF FIXTURE m . Redmond, TA 98052 i t Q I j =- ► T .. '-` - ---- -- 425 881-7506 6" T -I BASE ,6" T -I BASE b" T -I BA5E T -5 T-2 BULLNOSE WD -1 T -6 WD - Q \— ULLNOSE f T -I BULLN05E (Ti (Tti'P.) T - 6 SOUTH WALL ('q� WES T WALL C SOUTH INT. WALL C SOUTH WALL T -2 D , YVE5T WALL - MEN5 RE5TROOMS T "� � . � C SOUTH WALL CD)SOUTHAE5T WALL @ mail @driftmier.com FIRST F LOO R W OME N' S ROOM FIRST .FLOOR MEN S ROOM SCALE: SCALE: SCALE: 1 ; .. , . ,/4 . ■ , -o ,/,� , ■, '� 2 NEW WOM EN S TOI LET 3 1/4 ■1 -0 PARTITIONS, �}�• RELOCATE AND P -I (BA5E BID) P -1 (BASE BID.) PL -I TYF. P -I ($ASE BID) I WP I (BID ALT Aq) 56 MIRROR REORIENT ��-I ('BID ALT A4) 4 -b WP -I (BID ALT Aq) .. x FULL WIDTH REINSTALL (E) .,EAT DOVER ELECTRICAL OUTLET. TOWEL5 PAPER j Q SEAT COVER �.. SANITARLY NAPKIN .. 1 015PENSER (TYP) 2' -II" 2' - II' 2' - II" D 15PEN5ER. PL - I PL - I •• . • . ` T -5 D15PE - - SOAP D15P. T 6 r 2'-O" I' -b" 'Q T.P.H. T -4 AEW i ---- i T -4 T.P.H. T -7 TILE Y Y T -� TILE 4 COUNTER R Q (N) T.P.H. P L 12 +n - u> i .� COUNTER « • . o ----------- X T -5 f iv Z T -5 WD - 0 " 6" T -2 BASE E b T- I BASE O yam- ( t T -6 TEMPERATURE ail T -I B EAST WALL (. T -2 SHIELDING ON DRAIN ( A ' NORTH WAL , NORTH INT. WALL NORTH WALL CB EAST WALL - MEN5 RESTROOM5 C� � "Mali NOTE : -- NOTE: EAST WALL , � NORTH WALL e � � � C S RESTROOM NOTES 4,5 SEE RE57ROOM NOTES 4, 5 Z • � •• • aim Z i 6 FOR BID ALTERNATES. 1 6 FOR BID ALTERNATES. � { Q P - ($ASE BID) P - ($ RELOCATE AND WP ASE BID) REORIENT SEAT COVER -1 (BID ALT Aq) } uj WP -I (BID ALT Aq) P -1 MIRROR ELECTRICAL DI5PE t P_I 1 56" x FULL WIDTH OUTLET. NSER ! (� PAPER PAPER TOV�EL } 0 TO MIRROR Q � Z WELS D15P. Q TRASH _ 24 "X36 SOAP 015P. T _ 6 I T -6 r► • .. T - T -4 T -7 TILE / 1� .3'F TOO T_4 COUNTER R / �' r SOAP D15P. // DETAIL 12 /,f I: /!i . ., � . ' .• , I , T -7 TILE `. ti 8 I 4 COUNTER t o T -7 TILE ' A suN 1 I 1 COTER ,• INTERIOR • • . � !'I'f , , � cry T - I � i I ELEVATIONS T-2 Li b T -! BASE 6" T -I BA5E T -2 BULLNOSE WD -I T -6 WD - P -I TYP T -b _ Q T -2 BULLNO5E (F' SOUTH WA -- L ( .) WD I LL CID'AES I WALL (C50UTH INT. WALL C SOUTH WALL T - CD' WEST WALL - MEN RESTROOM5 T " ' SOUTH WALL c ( WE 5T WALL FLOOR 'WON! EN � S R OOM • SECOND SCALE: SECOND FLOOR ME N 'S .ROOM SCALE: SCALE ' . -0 . 5 NEW TOILET 6 1/4 ■1 1/4 ■1 -0 ED i P -4 OPEN TO ' PL -2 \ BOARD CABINETS Pr Drtihni.r � ROOM �. W_B, yv_I CEILIN6 , STA WASHINGTON LINE PL -3 I. PROVIDE ACCE55ORIE5 INDICATED AND A5 FOLLOHED: • 0) EACH TOILET STALL- (1) TOILET PAPER HOLDER, (1) SEAT COVER 'i DOCIAENT REPRESENTS A PROPRIETARY DESIGN . - D15P'EN5ER AND (1) GOAT HOOK. a1NEC BY Tri ARCHITECT MD SKALL NO BE 6 SED ON - COUNTERTOP P A I N T E D OTHER PROJECTS FOR ADDITIONS TO TH i S PROJECT OR a BAGK5PLA5H 6.WB. +b) BARRIER FREE TOILET5 - (2) GRAB BARS (G.B.) FOR OMVLET!ON OF THIS PROJECT BY OTHERS EXCEPT BY EACH WOMEN'5 TOILET - (I) 5AN I TARY NAPKIN CONTAINER (S.N.) PR 1 3R ACREEWNT I N VIR ! T NG PL—I d) EACH RE5TROOM - (1) LIQUID 50AP DISPENSER, (1) PAPER TOWEL REVISIONS CABINETS . • '• ' d TRASH RECEPTICLE COMBINATION. �• e) EACH RE5TROOM - (1) MIRROR A5 5HOYVN ON ELEVATIONS DATE 2. INSTALL ACCESSORIES W OR INDICATED R A5 DIRECTED, IF NOT ' B_I WAINSGOTT INDICATED. P -2 PAINT C A NORTH YNALL 8 EAST WALL 2� 5. INSTALL AN L ACCESSORIES AND FIXTURE5 TO MEET BARRIER FREE CODE CO 5ULT ARCHITECT WITH QUESTIONS. I • , RECEIVED , LL_ �.LL .- LLLLLLLI d• TILE WAIN5COTT 5HOWN IN EXISTING RE5TROOM5 (DETAILS I, 2, 4 AND ATV ('F 7l IK11M A 5) 15 PART OF THE BASE BID. IF ALTERNATE 13 1 5 AGt� BY MAY 1 2M I 1' ' 2'�" P -I p_I BA5E BID - OWNER HAIW5C.OTT IN THESE AREAS iNILL BE PLASTIC LAMINATE AS SHOWN IN DETAIL q /A5.0. ,ter CENTER `��!t •+�-- 5. T -I I T -2 FLOOR TILE t BASE ARE MATERIALS U5ED IN THE BASE BID. IF BID ALTERNATE A14 15 ACCEPTED BY OMER THE FLOORING -4 PL CABINETS AND BASE SHALL BE CHANGED TO SHEET VINYL ITH PL-5 _ __ - == SELF -COVED 6" BA5E. N ) W COUNTER i I i �' I ISSUE DATE: 04 MAY 2044 _ _ PL •3 - I ,.pbLD IF OW C,O OWNER ACCEPTS BID ALTERNATE 12 THEN UNTERTOP5 IN DRAWN BY: RNS Y = 7. ' - - � ` -A PL-3 TOP 4 BOTTOM - EXISTING RESTROOMS WILL BE PLASTIC LAMINATE WITH SPASH. C w - - - OUNTER = CHECKED BY: ORS TILE BA5E d TILE _ PL-5 � FLOORING. ; '� i I BID ALT 14 PROJECT NUMBER: CABINETS I INSTALL VINYL FL I% I -_ 51NK �_� E -yip -I ,� I SELF -OWED BA5E. � ` O .. �--- --- - �- 20312 BID ALT 14' f '� r SOUTH WALL WEST WALL - - Now r mew - - _ - SHEET NUMBER: COFFEE BID >,ie1LT `13 SCAA LE: 6AR 8C LE: RES TROOM NOTES A51 _ _.. � - • •« w.w...o..•....- ._•..w.- :•..+.• ..:,..:.wr...- ....� -..- ...._., r "'/' "' , ''c ,� y ' '. tr ; +r. er:4.it s4= ,y,;.; s.. . ::L.'�`�K. � �I`: "'1Z' ^... .° `r' , - s- 'a++`- Vii. -..- ••wT.�•.:..s y..i�:" T.. ..a+ .... �r' P -1 PL -1 (`TYP.) SHELVES I PL -2 $ACKBOARD 4__ 8- CA SAS- WALL ----- F'-':' LI&HT .iPL -I P ._ PANELS MAINTAIN 42 CLEAR B -1 6 1 T ViE5T YiALL ? e LIBRARY SCA 1 I E 1/4 1-0 I`3 2' _8. 2 � _8. 3'- 2' -•-.- 3� -2" I"3 II II, I1, I II PL -2 COUNTER ZD d 5PLA5H - . 2 it 8 PL -I 4" SPLASH 4 I. 2 -8, 21 -8u CA EAST ►HALL COPY ROOM SCALE: 4 a 0 P -1 8 PL- B -I NORTHEAST WALL PL f�l I III P -I PL -I PL -I $ -I 5 $ W A5E THIS WALL LL QB) 5OUTHEAST WALL AX/MAIL SCALE: 2 1/4••1• -0• WORK ROOM - CABINETS --- W/ DOORS P- 1, TYP. t I � I: �I�I I I I am • • er ELECT. LE PC Y Amh#kd Pe So / ! �'•' '!� � III 711 �I (9 W V TACK STRIP ® TOP 4 I II / d 7-6" A PL -1 COUNTER N v � d SPLASH 2 R cwj P -2 14 INTERIOR ELEVATIONS I � I rj MA WD - —•J I !/ B -3, W CA NOR -ri" YVA1_ \ / ` "00.- t WD - 2 3' -O' // CC SOUTH WALL COUNTER FACES, PL -2, TYP. WORK ROOM - CABINETS --- W/ DOORS P- 1, TYP. t I � I: �I�I I I 11,• am • • er ELECT. LE PC Y Amh#kd Pe So / ! Q WHITE BOARD PV uj (9 W V TACK STRIP ® TOP 4 Q m / d Q PENCIL TRAY, TYP. G HAIR 3 v � WM -A, I B -I BASE, TYP. CID WEST WALL ►�a P -1 12' -O' - M41TE BOARD PV TACK STRIP # TOP 4 PENCIL TRAY, TYP. . a am • • er ELECT. LE PC Y Amh#kd Pe So / ! Q WHITE BOARD PV uj (9 W V TACK STRIP ® TOP 4 Q m / d Q PENCIL TRAY, TYP. G HAIR 3 v � WM -A, I 2 R cwj P -2 14 INTERIOR ELEVATIONS I � I rj MA WD - —•J I !/ B -3, W CA NOR -ri" YVA1_ PL-2 OPEN SHELVES, PL -2 Q P -1 (C SOUTH HAL � CONFERENCE ROOM CA NORTH WALL DOOR (WD -1) Q If FRAME Cc SOUTH WALL BOARD ROOM I DISPLAY BD W! PENCIL TRAY I M41TE BOARD PV TACK STRIP # TOP 4 PENCIL TRAY, TYP. BD, YVD -I, TYR a am (C SOUTH HAL � CONFERENCE ROOM CA NORTH WALL DOOR (WD -1) Q If FRAME Cc SOUTH WALL BOARD ROOM v P -1 UPPER WALLS 5OFFIT, P -3 ACT GLG. 4 , - O " " , , , '• CO WHITE BOARD W/ WM--A, N `\�� P15PLAY CHAIR RAIL, hIHITE BOARD TACK STRIP O TOP 4 BOARD FRAME, TYP. W -A WD -1 , PENCIL TRAY, TYP. ; - r • „•� .. .. '• .• • .• ♦ .•. .•'• •. .� .r .• •Y •• • •' '• • • +•• • ,• • • • •• . ` II I •• • • • •, 1• . • —I • ., • I LOW WALLS, 5-3, WD -1 DOOR, WD- I E Q wp_ I E E LOW WALLS, B -3, W0-1 P -2 BASE d FRAME P -2 5A5E , - ' — W -B F WD ..� H I - A, Ce EAST HALL CID YVEST WALL m 1 �I �I y m ■.a No rED P -1 � +;t� 0.4111SON P -1 T -1 ON CHAIR Rj COUNTERTOP OPEN / WM A, WI d NO51 NG5 -LLB. / O - LLLLLLLLLLL ► ► LLLLLL&•L.LLLLLLLL L _"L."L LLL < LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L� LLLLLLL4. '._LL ._LLLLLLL.LLLLLLLLL LL.L.LLLL - LLLLLLLLL LLL \ • .LLLLLLLLLLLLLLL` LL !•LLLLLLLLL LLLLLL __L �� �L .LLLLL.LLLLLLLLLLLLLLLLLLLLLLLLLL LLLL LLLLL ••' L` LLLLLLLLL`LLLL ���,� LLLL LL �L LLL ('O P -� LLLLLLLLL`LLLLLLLLLLLLLLLL L �,�L�LLL__' �L ' ..LLLLLLLLLLLLLLLLLLLLLLLLLL LL LL. _LLLL. LLL LL I 1► \ 4 T -I BULLN05E PL -I -I T -I BULLN TILE BASE CA NORTH KALL BOXED IN GOL.UMN P P -2 AGIENT WALL CHAIR R HM-A, W -- P -; t3t1'01VD 3' -O" 3' -O" 3'-O" 3' -O" L 3 BD, YVD -I, TYR a am • • er ELECT. LE PC Y Amh#kd Pe So CD) WEST WALL Q OPEN TO COFFEE BA uj (9 W V x Cc Q m I Q m mail@driftmier.com 3 v � r r 2 R cwj 14 INTERIOR ELEVATIONS I � I rj MA 2'• I !/ 2' WALLS P -I PL-2 OPEN SHELVES, PL -2 Q t // TYP. COUNTER �r/ N ' // P I WINDOW P -I /II 2 // /� �/ // // ' i / // FRAMES PL -1 1�`1D -I B- I BASE, TYP• /J 2' -II" 2' - II' A NORTH WALL WATER , EA5T WALL 4 TRIM 1' - 3/4" 2 ' -II" 2 ' -I1" •2' - II" 2' -II' LUNCH P - I, TYP. BACK- I v P -1 UPPER WALLS 5OFFIT, P -3 ACT GLG. 4 , - O " " , , , '• CO WHITE BOARD W/ WM--A, N `\�� P15PLAY CHAIR RAIL, hIHITE BOARD TACK STRIP O TOP 4 BOARD FRAME, TYP. W -A WD -1 , PENCIL TRAY, TYP. ; - r • „•� .. .. 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LLL LL I 1► \ 4 T -I BULLN05E PL -I -I T -I BULLN TILE BASE CA NORTH KALL BOXED IN GOL.UMN P P -2 AGIENT WALL CHAIR R HM-A, W -- P -; t3t1'01VD THIS DOCtA1ENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PRO•:ECTS FOR ADC;T10NS TO THIS PRWECT OR FOR COMP OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN wR TiNG. REVISIONS No. ocaanrnoN o�r� RECEIVEp CJTV ^ F TI �tMl A MAY 1 8 200 Pe;* XT SE ISSUE DATE: 04 MA 2604 DRAWN BY: RNS CHECKED BY: ORS T - I BULLNOSE A" T_I wN I KV'P= & 5 OF F I T5, !:DOFF I T, P P - TYP. —� "INDON : a�A��Nla��ll�l�l� + CHAIR RAIL WM -A, ►ND - I r LOW WALLS, / 5-3 WD -1 P -2 PAINT -----� CID E AST WALL ,�- HM-5 TRIM AROUND WHITE i r Ilk BD, YVD -I, TYR a am • • er ELECT. LE PC Y Amh#kd Pe So CD) WEST WALL Q OPEN TO COFFEE BA uj (9 W V x Cc Q m I Q m mail@driftmier.com 3 v � r r 2 R cwj 14 INTERIOR ELEVATIONS THIS DOCtA1ENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PRO•:ECTS FOR ADC;T10NS TO THIS PRWECT OR FOR COMP OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT IN wR TiNG. REVISIONS No. ocaanrnoN o�r� RECEIVEp CJTV ^ F TI �tMl A MAY 1 8 200 Pe;* XT SE ISSUE DATE: 04 MA 2604 DRAWN BY: RNS CHECKED BY: ORS T - I BULLNOSE A" T_I wN I KV'P= & 5 OF F I T5, !:DOFF I T, P P - TYP. —� "INDON : a�A��Nla��ll�l�l� + CHAIR RAIL WM -A, ►ND - I r LOW WALLS, / 5-3 WD -1 P -2 PAINT -----� CID E AST WALL � ,�- HM-5 TRIM AROUND WHITE i r Ilk BD, YVD -I, TYR / C HAIR RAID W -A, WD -1 • • er ELECT. LE ALIGN CHAIR RAIL W/ SINDOW SILL Amh#kd Pe So CD) WEST WALL •• OPEN TO COFFEE BA 7983 Lear fa NE y MIGROWAVE5 Re dmond Y(A 98452 - -: ;f -I BA r a%_m ASH (425) 881 -7506 o mail@driftmier.com 3 :. 1/4' ■1'-0' r r 14 ' I I � I rj MA P -4 // // �r/ r ' // WINDOW P -I 2 // /� �/ // // ' i / // FRAMES PL -1 6D P -I /J '" WATER 4 TRIM LUNCH 8 BACK- f COUNTER SPLASH c a� o L L. L_-L-LLLLLLLLL LLL LLLLLLLLLLL_ 1__ _LLLL. �:.�L _LLLLLLLLLLLLLLLLL LL o L_. . - _ LLLLLLLLLL LLL ._LLLLLLLLLLLLI_ L•___LLL LLLL L L.L LLL I _ LLLLLLL _l L L_ . L..L_L."L._l LLLLLL L LL.LL' LL_L.LLLLI_LLLLLL" L L.E�,�, LL __LLLLLLLLL LLLL PLAM LL L L_ _LLLLLL� LLLLLLLL�LLLLLL _LLLL LLLLLLLLLLLL`LLLL ' LLLLLLLLLLLLLLLLLLLL nn y _LLLLLLLLL LLL `LLLLLLLL L�LL`L `LLLLLLLLLLLLL t LLLLLL LLLL L L LLL LLLLLLLLLL LLLLLLL LLLLLLLLLLLLLLLLLLL__L 1 a m L___- LLLLLLLLLL LL LL L LLLLL:_�. _+_LLLL LL- LLLLLLLLLLLLLL L�L(�,�LLL`LLLLL L LLL LL L LLLLLLLL L:..L LLLLLLLLLL L L_LI.LLLLLLLLLL LLB LLLLLLLL-L.LLLL LLL LLLLLLLLLLLLLLL L L LLLLLLLLLLLLLLLLLLLLLL LL LLLLL LLLLLLLLLLLL '! L LLLLLLLLLLLLLLLLLLLLLL• PL -2 MTL. SUPPORT i � WAIN5COT BRACKET �,�" B -3 OPEN GA51NET5 WJMWEABLE C; NORTH WALL 3 - 2' BC -mss, PL - EAST WALL ` C B 21_0" 5 -O 2' -OM 2 1-011 7 -0 m 3' N 3 1 -0 " 1 /-- P -1 P -2 - VV `V 4L ,�- HM-5 TRIM AROUND WHITE i r Ilk BD, YVD -I, TYR / C HAIR RAID W -A, WD -1 • • er ELECT. LE ALIGN CHAIR RAIL W/ SINDOW SILL Amh#kd Pe So •• OPEN TO COFFEE BA 7983 Lear fa NE y PL�2- HALL SURPAG I I E Re dmond Y(A 98452 - -: ;f -I BA r a%_m ASH (425) 881 -7506 o mail@driftmier.com 3 :. 1/4' ■1'-0' r r 14 ' I I � I rj MA WAIN5COT BRACKET �,�" B -3 OPEN GA51NET5 WJMWEABLE C; NORTH WALL 3 - 2' BC -mss, PL - EAST WALL ` C B 21_0" 5 -O 2' -OM 2 1-011 7 -0 m 3' N 3 1 -0 " 1 /-- P -1 P -2 - VV `V 4L — PL -2 BEHIND REFRIG. REFRIGERATORS Cc" SOUT WALL (BY OWNER - N.I.G.) f DOOR (WD -1) My O COVED 1. KITCHEN JUN > I ^U4 SCALE: 1/4'•1' -0' 7 CC�SMTH WALL .�. TILE BASE - MST WALL SHEET NUMBER: RECEPTION IST /WAITIN Q /4 * 0 9 . A5.1 ,�.... �• . _w.r�. ��s •ww+r .- ...wrli► ' -.AIr.�M..r.wW.i►�A.. ►'_ .. f,�.��r, .i� ..1- . - � t ...n. .w. y. �►' .a�:t� x "' i. V ' l. r "'f.%M.Mr+f .. , � •� . Y ^'ti • �. ' ' r R : / . ..r •.:N.. r... •:ter ..,r,..M w, f „..,.. I • ' • ' ' ' COUNTER 4 SPLASH LLLLLL_ LL r B -3 , rD ST WALL - -2 WAINSCOT SCALE: 1/410' -0' 8 PROJECT NUMBER: 20312 Co EAST WALL SCALE: 1/4••1' -0' �� / • . ELECT. LE I I •• 1 I I �1 PL�2- HALL SURPAG I I E • ;f -I BA r a%_m ASH o •' �.hr______ 14 ' I I � I rj MA — PL -2 BEHIND REFRIG. REFRIGERATORS Cc" SOUT WALL (BY OWNER - N.I.G.) f DOOR (WD -1) My O COVED 1. KITCHEN JUN > I ^U4 SCALE: 1/4'•1' -0' 7 CC�SMTH WALL .�. TILE BASE - MST WALL SHEET NUMBER: RECEPTION IST /WAITIN Q /4 * 0 9 . A5.1 ,�.... �• . _w.r�. ��s •ww+r .- ...wrli► ' -.AIr.�M..r.wW.i►�A.. ►'_ .. f,�.��r, .i� ..1- . - � t ...n. .w. y. �►' .a�:t� x "' i. V ' l. r "'f.%M.Mr+f .. , � •� . Y ^'ti • �. ' ' r R : / . ..r •.:N.. r... •:ter ..,r,..M w, f „..,.. I • ' • ' ' ' COUNTER 4 SPLASH LLLLLL_ LL r B -3 , rD ST WALL - -2 WAINSCOT SCALE: 1/410' -0' 8 PROJECT NUMBER: 20312 Co EAST WALL SCALE: 1/4••1' -0' �� FLUORESCENT P - (SASE BID) r — — " _ i ♦ 8 L16HT5 W -1 (BID ALT Aq) + 1 Irl -40bW \\ TENANT DIRECTORY 6 F\\\ \\\ (VERIFY 51LE) O BEND IN E ' DOOR (WD -1) BEND IN W WALL � EA5T WALL e P -I (BASE BID) FLUORESCENT -- --- — — — -- -- f F ;-z I , 5YM. LK�Ff1'S W -1 (BID ALT Aq) � I WEST YiALL MAIN ENTRY LOBBY • WINDOW FRAMES P- (WD -1J e I (N) HANDRAILS A ` NORTHWE5T WALL �' T -I BASE P -2 (BASE BID) w ... — — �, "" ♦ WP - 1 (HID ALT Aq) i ,... 8 I 8 ,r E LIGHT 5YM. ,� / • . . �. SYM. ELEV. FRAM 5 t ELEV. T o I ' .�� BEND IN T - BASE O DOOR MALL Ce 6OUTHEA5T WALL SCALE: 1 FIR ■ FLOOR ELEVATOR 1/4 1-0 CHAIR RAIL W.M. A, WD- I BA C8 EA5T WALL P -I . 25 CHAIR RAIL WINDOW FRAMES I W.M. A, ND-1 .4 TRIM, P -4 t BASE 5-3, WD -I P -1 , '- M57 WALL � — — — 0-1 to 25 0 BASE P -1 O CA) NORTH YVALL /o �, r CHAIR RAIL W.M. A, WD -1 — ZPICAL ALL INA�5 I BASE B -3, WD -I F - PAINT 1 r goo C� )5a ' TH Wi LL � LOBBY Ce EAST WALL P -4 --� WINDOW FRAMES III TRIM, P -4 25 R. M. DEP. DIRECTOR'S OFFICE P -1 -- z ��-- PL -1 PL -2 e r r w F4 FILE CABINETS F.O.I.O. (A' ELEVATION FILE COUNTERTOP „ ".� -0. � PL- B- I EWA5ED BEAM BEYOND P -3 e ♦ , 6YM. SC ALE: 2 2nd r� e 400 r � i I BASE •' • I P -2 PAINT -� 8-3, WD -I `• w w .r 51H YVE5T YVALL SCALE: 1/4' ■1'-0• 5 COFFEE COUNTER 4 r ' —♦ I + q P -1 r .. .. . 25 `' CHAIR RAIL Lai . ` � W.M. A, W- ,� ac Q r C� Qc --BASE I I 0 Q p P12 .. BASE WD -I B XHI5 WALL -3, WD -I 1 5-3, WD -I Q U NORTH WALL Ce EAST YVALL Z "t W IND OW FRAMES t TRIM, P -4 P-1 CV5 EXECUTIVE DIRECTOR'S O EW ASED SAM r — — 19EYOND, P -3 ' q 7 r/ X REGISTERED ARCHITECT ` — SHEET NU HER: SCALE: S SERVER ROOM SALE. A5.2 SCALE s STATE OF WASHINGTON 1/4.1 - • ss�ili alss OWNED BY THE ARCHITECT AND SWILL NOT BE JSEO ON OTHER PROJECTS FOR ADDITIONS TO TH!S PRO T s -- - w . a.�Lµ.� . „ .. � ,,,�, q /R•�. /' W .... , . . 1 'ice A ` NORTHWE5T WALL �' T -I BASE P -2 (BASE BID) w ... — — �, "" ♦ WP - 1 (HID ALT Aq) i ,... 8 I 8 ,r E LIGHT 5YM. ,� / • . . �. SYM. ELEV. FRAM 5 t ELEV. T o I ' .�� BEND IN T - BASE O DOOR MALL Ce 6OUTHEA5T WALL SCALE: 1 FIR ■ FLOOR ELEVATOR 1/4 1-0 CHAIR RAIL W.M. A, WD- I BA C8 EA5T WALL P -I . 25 CHAIR RAIL WINDOW FRAMES I W.M. A, ND-1 .4 TRIM, P -4 t BASE 5-3, WD -I P -1 , '- M57 WALL � — — — 0-1 to 25 0 BASE P -1 O CA) NORTH YVALL /o �, r CHAIR RAIL W.M. A, WD -1 — ZPICAL ALL INA�5 I BASE B -3, WD -I F - PAINT 1 r goo C� )5a ' TH Wi LL � LOBBY Ce EAST WALL P -4 --� WINDOW FRAMES III TRIM, P -4 25 R. M. DEP. DIRECTOR'S OFFICE P -1 -- z ��-- PL -1 PL -2 e r r w F4 FILE CABINETS F.O.I.O. (A' ELEVATION FILE COUNTERTOP „ ".� -0. � PL- B- I EWA5ED BEAM BEYOND P -3 e ♦ , 6YM. SC ALE: 2 2nd r� e 400 r � i I BASE •' • I P -2 PAINT -� 8-3, WD -I `• w w .r 51H YVE5T YVALL SCALE: 1/4' ■1'-0• 5 COFFEE COUNTER 4 r ' —♦ I + q P -1 r .. .. . 25 `' CHAIR RAIL Lai . ` � W.M. A, W- ,� ac Q r C� Qc --BASE I I 0 Q p P12 .. BASE WD -I B XHI5 WALL -3, WD -I 1 5-3, WD -I Q U NORTH WALL Ce EAST YVALL Z "t W IND OW FRAMES t TRIM, P -4 P-1 CV5 EXECUTIVE DIRECTOR'S O EW ASED SAM r — — 19EYOND, P -3 ' q 7 CD 1^EST WALL �►,is wn�� FFICE w o Jr ~ -*-.• w -I • P -3 ♦ ' P -3 OPEN STAIRWELL BEYOND E. HOOD CAP, HD I FINISH NEW BENCH N. WOOD GAP, WD -I I FINISH NEN I i •� — .w. A HANDRAILS 4 B- 5A5E METAL LI NER TYP. IN PLANTER T NORTHWEST WALL 1 NP -1 (BID ALT Aq) n • er ING -I ELEV. L1GHT ' P -I P -2 (P -2 P -1 AmhitM Ps S• �• •. 55. SGON�E 7983 Leary ... ' � ELEv. � P. .. Way NE GALL =� o Re dmond CIA 98052 (425)881 '7506 �I E ASE CB ' mail@driftmier.com nie 5MTHEA5T WALL f K P -1 SOUTH YVALL P -2 OPEN 5HEVE5 END FILLER PAWL REVISIONS No. oaaanrnoM a►h R,t cEIVED M l c TIWWIlA MAY 1 2004 PEFMIT ( TEA ISSUE DATE: 04 MA f 2004 DRAWN BY: RNS CHECKED BY: ORS PROJECT NUMBER: 20312 r/ X REGISTERED ARCHITECT ` — SHEET NU HER: CD 1^EST WALL �►,is wn�� FFICE w o Jr ~ -*-.• w -I • P -3 ♦ ' P -3 OPEN STAIRWELL BEYOND E. HOOD CAP, HD I FINISH NEW BENCH N. WOOD GAP, WD -I I FINISH NEN I i •� — .w. A HANDRAILS 4 B- 5A5E METAL LI NER TYP. IN PLANTER T NORTHWEST WALL 1 NP -1 (BID ALT Aq) n • er ING -I ELEV. L1GHT ' P -I P -2 (P -2 P -1 AmhitM Ps S• �• •. 55. SGON�E 7983 Leary ... ' � ELEv. � P. .. Way NE GALL =� o Re dmond CIA 98052 (425)881 '7506 �I E ASE CB ' mail@driftmier.com nie 5MTHEA5T WALL f K P -1 SOUTH YVALL P -2 OPEN 5HEVE5 END FILLER PAWL REVISIONS No. oaaanrnoM a►h R,t cEIVED M l c TIWWIlA MAY 1 2004 PEFMIT ( TEA ISSUE DATE: 04 MA f 2004 DRAWN BY: RNS CHECKED BY: ORS PROJECT NUMBER: 20312 FLOOR ELEVATOR LOBBY SCALE: i vatiro• ag y a : "�" `P+�� W er 3 INTERIOR ELEVATIONS BA5E 1 e-3, VVw _ X REGISTERED ARCHITECT ` — SHEET NU HER: SCALE: S SERVER ROOM SALE. A5.2 SCALE s STATE OF WASHINGTON 1/4.1 - • TH,S DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SWILL NOT BE JSEO ON OTHER PROJECTS FOR ADDITIONS TO TH!S PRO T . :. , .. .. _ .... .. ... ,. 1+ .. _ ... y�erw� +.- .-.............r...i...�. � :'•i�,� :• • , ....r i :. - .�•...,.. �.w. -... +.�. ../.,...a.w....,.Ti : , wwr�w +r..�.r �_'N• • .ii- ••+w�f »�.n� iiii.:.r�y7�s .. E. � � ;. ! c,. ..N✓ w . a.�Lµ.� . „ .. � ,,,�, q /R•�. /' W .... , . . FLOOR ELEVATOR LOBBY SCALE: i vatiro• ag y a : "�" `P+�� W er 3 INTERIOR ELEVATIONS BA5E 1 e-3, VVw _ X REGISTERED ARCHITECT ` — _ RicftH Pnnfic. Driftmbr SCALE s STATE OF WASHINGTON 1/4' ■1'-0' TH,S DOCUMENT REPRESENTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SWILL NOT BE JSEO ON OTHER PROJECTS FOR ADDITIONS TO TH!S PRO T JEC OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT .N rWITING B-3 WD - CA NORTH WALL C SOUrH YVALL Cc SOUTH YVALL - - - - -.00 _ ea. EQ EQ. I I BUll�DI�1 RFV ODEE� P FRMIT SET DESIGN CODES AND LOADING: STRUCTLIRAL STEEL= MALL. Nt7TE5 t UNIFORM BUILDING C ODE 1497 EDITION) ( R6aAR�'�fl'� SPECIFIC SPECIAL INSPECTIONS REQUIRED LIVE LOADS: , TUBE COLUMNS: ASTM A 500 GRADE 8 (Fy ■ 46000 psi). NAIL t5✓32' EXTERIOR WALL APA RATED SME�►1'INING 32/16 MI/IOd (0.1W ' ( ) COMMON (0.4d DIA. WITH 1 3/4 MIN. EMBEDMENT INTO ALL CONCRETE WHERE THE COMPRESSIVE STRENGTH (rc) 15 GREATER THAN 2,500 PSI EXCEPT AT SLAB ON GRADES ROOF - 25 P5F FLOOR: 50 PSF ALL OTHER STEEL: ASTM A%. ALL STAINLESS STEEL 316L (Fy'30►0W psi). ,r SUBSTRATE) PLACEMENT OF ALL BOLTS, REINFORCING OR UWM IN CONCRETE. MINK`UM'9 NAILING WHEN NOT SPECIFIED %IALL BE 10d 0 6' O.C. AT ALL BLOCKED PANEL. EDGES AND 12' O.C. AT ALL BOLTS: ASTM A325 U.N.O. ALL ANCHOR BOLTS: ASTM A36, U.N.O. INTERMEDIATE SUPP0RT5 (IN FIELD), ALL SHEATHED DIAPHRAGMS INCLUDING WALLS, FLOORS, AND ROOFS. LATERAL LOADS MIND: 80 MPH, EXP B ANCHOR BOLTS SHALL BE PLACED ACCURATELY INTO FINAL POSITION PRIOR TO POURING CONCRETE. ADDING BOLTS. AFTER STAGGER ALL SHEATHING EDGES AT STUDS. ALL EPDXY GROUTING OF BOLTS OR REINFORCING BARS. SEISMIC: ZONE 3, UBC -97 Z =3 I•I.O, R ■4.5, SOIL TYPE -5d A POUR OR NET STICKING' 15 NOT AUX W . ALL WELDING OF STEEL EXCEPT WELDING PERFORMED IN AN APPROVED SHOP. R" OECIC AHD WQgNG: MNSC LOADS: PARTITION: 20 PSF ONE COAT Of APPROVED SHOP PAINT MHMUM TO ALL STEEL NOT EMBEDDED IN CONCRETE, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC (A5D) SPECIFICATION FOR THE DESIGN, FABRICATION ROOF DECK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1 V2 ' DEEP 22 GAUGE X 36' WIDE. ALL WAN STRENGTH BOLTING. , AND ERECTION OF STRUCTURAL. STEEL FOR BUILDINGS. ALL DECKS TO BE CONTINUED OVER AT LEAST THREE SPANS UNLE55 OTHERWISE 50 INDICATED ON THE DRAWING5. ANY SPECIAL GRADING, EXCAVATION AND FILLING. THE Ng97 UNIFORM BUILDING CODE AND STANDARDS SHALL GOVERN ALL MATERIALS AND YNORICMANSMIP. HU ALL WELDING SMALL MEET AWlS/WABO CODES FOR ARC WELDING IN BUILDING CONSTRUCTION, PROVIDE (4) 1/2' DIA. PUDDLE WELDS PER 36' WIDTH OVER OF DECK EACH SUPPORT. PROVIDE 1 1/2' LONG TOP SEAM THAT S01L CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH SOIL INVESTIGATION REPORT. WELDS 0 24' O.C. PROVIDE I/2' DIA. MARGINAL PUDDLE WELDS 0 12' O.C. L TEMPORARY SHORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR, THE DRAM 1465 REFLECT THE FINAL. FHSHED CONDITION OF THE STRUCTURE. EXCEPT AS SPECIFIED IN THE 5PECIAL PROCEDURE OF THIS SECTION, ELECTRODES MAY BE E70 THAT SOIL EXCAVATIONS EXTEND TO DEPTH AND BEARING STRATA. USE E60 SERIES ELECTRODES FOR DECK WELDING. DI ' `THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. MINIMUM W ELDS SMALL 8E 3✓16' OR AS NOTED IN SECTION J.2b OF RISC (wNI CNEVER 15 LARGER) SPEGX INSIDECTKIS THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THI5 PROJECT ONLY AND MAY NOT BE REUSED IN ANY WAY WITHOUT 44ERE CONDITIONS ARE NOT SPECIFICALLY DETAILED SIMILAR CONDITIONS SMALL BE USED AT THE DISCRETION AND APPROVAL OF THE AR�GHITEGT AND E]NI'�INEER. ' ALL. WELDING OF STAt.E55 STEEL SHALL V5E E309 ELECTRODES WITH A GM1AC PROCESS �j�, WRI TTEN APPROVAL OF ARM" ENG MIING. IT 15 OUR INTENT THAT THIS DESIGN MEETS THE NORMAL T ALL SPECIAL INSPECTIONS SMALL MEET THE REQUIREMENTS OF UBC CHAPTER 17. STANDARD OF CARE WITHIN HIS *"TRY. NO OM WARRAWY I$ PROVIDED OR I'tPLIED. t THE CONTRACTOR 15 REWr,,,IBLE FOR ALL .JOB SITE SAFETY A5 WELL AS ALL MEANS, METHODS, AND SEQUENCES OF FIELD AND SNOP WELDING, 5HAl.l BE PERFORMED BY AWI5/WA80 CERTIFIED WELDERS. 'c , CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS WAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO E(Y ALL INSPECTIONS AS REQUIRED BY SECTION IM OF THE L"FORM BUI LDING CODE ARE REQUIRED. INSPECTIONS SPECIFIED IN THESE NOTES ARE N ADDITION TO THESE INSPECTIONS. PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. , NILTt HY -150 OR APPROVED EQUAL SMALL BE USED WHERE EPDXY GROUT IS SPECIFIED. IF ANY ERROR OR 011115" APPEARS IN TWSE DRAWING5, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR ,. CITY INSPECTION 15 NOT A SUBSTITUTE FOR SPECIAL INSPECTION. , NOTIFY THE OWNER IN WRITING OF SUCH OMISF," OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL MANU FACTURE" RATIONS ANA ICBO No. ER-51% 5�1A1.L BE FOLLOWED DURING T11E PREPARATION AND ANY WORK WWICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR / CITY AND/OR THE C RESPONSIBILITY FOR T HE COST TO RECTIFY SAM. VERIFY AND COORDINATE O� IN FLOORS, WALLS AND ROOF WITH INSTALLATION OF ALL GROUTED BOLTS AND R BARS. INSPECTOR B 5<JB.EGT TO REMOVAL OR EXPOSURE. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. _ THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FIN15WS AND DIMFNSI & Dlre6 ONE' PROVIDED ON ATN M PEC ERE 5IFKALLY REQUIRED, CONTINUOUS INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF TINE WORK. ThM5 MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISIXTION OR THE MANUFACTURER. THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND 514ALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. 519' HOr11NAL ROOF 5HEATI4ING 15 REQUIRED. - DRAWINGS ARE NOT TO BE SCALED. ALL. ROOF SHEATHING MUST BE APA RATED PLYWI= SHEATHING (32/6 MIN.), EXPOSURE 1 SIZED FOR SPACING. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF IN5PECTION SPECIFIED AND SHALL DEMONN5TRATE COMPETENCE TO THE 5AT15FACTION OF THE BUILDING OFFICIAL. , SVP DRMOM.0 PANELS SMALL BE INSTALLED WITH 114' SPACING AT END JOINTS AND IN SPACING AT EDGE JOINTS MINI THE CONTRACTOR 15 RESPONSIBLE FOR OR GONTACT'IIG AND WORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT HOP DRAWINGS ARE SPECIFKAL_LY REQUIRED FOR THE FOLLOWING ITEMS. LEAST ONE WORKING DAY BEFORE THE WORK 15 TO BE PERFORMED UNLESS OTWR CONDITIONS ARE AGREED UPON. , REINFORCING STEEL IOd COMMON (0.149' DIA. WITH 1 3/4' MIN. EMBEDMENT INTO SUBSTRATE) AT G' O.C. AT SUPPORTED PANEL EDGES AND 12' STRUCTURAL STEEL O.C. AT INTERMEDIATE SUPPORTS U.N.O. ON DRAWINGS ARE REQUIRED. RmIRB"im OF TIC walk M CI SUBMIT MIX DESIGN FOR REVIEW THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A WASHINGTON LICENSED CIVIL ENGINEER. � PLYWOOD SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. THESE DRAWINGS SHALL BE 5118MITTED TO THE STRUCTURAL ENGINEER AND ARCHITECT FOR REVIEW. THE REVIEW WILL BE TIME SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSERVE ALL OF OR THE DESIGN INTENT ONLY. TINE SHOP DRAWINGS SHALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND DIAL LUMBER: THE WORK REPORTED ON. { � SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW. WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE 81'RUCT1J1iAL N= GRAM RETAINED BY AUE. J0*TS---------------------- N.F. 92, THE 5PECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY BFAh15 AND POSTS-------------- M.F. rl, M REPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT r f =NG AND FOUNDATION LOADINCn STUD5 ----------------------- H.F. C2 OR BETTER. CORRECTED, TO THE BUI LDING DEPARTMENT AND ENGINEER. WL5 REPORT: N/A camem RMWA oft THE FINAL REPORT 514ALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE TWAT THE WORK WAS ALLOWABLE 501L BEARING PRESSURE: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1500 PSF (ASSUMED) ALL TI'�BER plMlp►N,�1ONS NOTED ARE NOMINAL. IN CONFORMANCE WITH THE APPROVED DRAWINGS AND 5PECIFICAT06 AND THE APPLICABLE P PROVISIONS, OF t 1 SPECIFIED 501L TYPE: -------- --------------------------------------------- - - - - -5d NBC., ALL WOOD ADJACENT TO OR WITHIN I' OF CONCRETE OR CMIU OR WITWIN b' OF EARTH SMALL BE TREATED WITH AN ALL 50IL CRITERIA MUST BE VERIFIED IN THE FIELD. ALL DATA L15TED WAS ASSUMED PER INFORMATION PROV APPROVED PRESERVATIVE. STS. 571M AND .mm , STEEL STUD MANUFACTURERS ASSOCIATION, LATEST EDITION SMALL GOVERN FOR ALL STEEL STUDS ! JOI5T5 SPECIFIED. ALL FOOTING DIMENSIONS ARE MINIMUMS. MILD STEEL PLATE WASWER5 ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT THAT CUT WASHERS 5MALL BE PROVIDED AT SILL PLATES. DEPTH, (�E , AND SECTION PROPERTIES OF STEEL STUDS AND JO*T5 SMALL MEET OR EXCEED THOSE OF THE SECTIONS ALL FOOTINGS SHALL REST ON COMPACTED STRUCTURAL FILL OR UNDISTURBED EARTH WHERE SM" IN THE SOILS SPECIFIED. REPORT. ALL MINIIMUM NAILING SMALL MEET THE REQUIREMENTS OF TABLE 23 II - B - 1 OF THE UBC U.N.O. ALL NAILS ARE TO BE (0d L DIAMETER TO BE 0.146 16d DIAMETER TO BE 0.162'). , 6 GALVANIZED COATING PER ASTM A653 15 REQUIRED FOR ALL STEEL STUDS AND J015T5 REINFORCED CONCRETE; , E"NB'w GAiCRETE PROPERIIM NAI LS PLACED IN TREATED TIMBER SHALL BE GALVANIZED. All. SECTIONS SMAU. BE FORMED FROM STEEL THAT CORRE5PIONDS, TO THE FOLLOWING REQUIREMENTS: _D 68 ! 54 M'1i T14ICKMNE55 (GAGE514 ! 146) ------------------------ ASTM A 011Y �t1� MINIMUM STRUCTURAL CONCRETE: F'c = 3,000 Psi, (28 -DAY STRENGTH (F'c)) SLAB ON GRADE: f'c = 2,500 psi ALL FRAMING CONNECTORS NOTED ARE PER 5IM�P50 N STRONG TIE COMPANY INC. OR ENGINEER APPROVED EQUAL. FOLLOW -466 GRADE D, YIELD 50 K51 43 33 ! 27 MIL. T14KM55 (GAGES 16, 20 ! 22) ----- --- - - - -- ASTM A -446 GRADE A YIELD 33 K51. 1 24 ALL MANUFACTURER'S REQUIREMENTS AND RECOP'N"IENDATIONS. ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME THICKNESS AS THE STUDS OR %01 SAL ALL EXTERIOR, EXPOSED CONCRETE SMALL HAVE 5;' -7X AIR ENTIRAIN'1ENT, ALL TREATED WOOD SMALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS .HOISTS TO hN1GH THEY ARE ATTACHED LINO. , Vzl 1� BUREAU OR EQUAL. NUI"UER 8 -18 (MINIMUM) HEX OR WAFER" SELF DRILLING SCREWS OF SUFFICIENT LENGTH TO FULLY PENETRATE ALL �,�p�► CONCRETE SLUMP SHALL BE 3' MAX PRIOR TO ADDIT6N OF ADMIXTURES AND 8' MAX SLUMP AFTER ADDITION. gT FR4 MEMBERS BEING ATTACHED SMALL BE USED MIIMUM. DO NOT USE BUGLE HEAD SCREWS FOR METAL TO METAL CONNECTIONS. CALCIUM CHLORIDE MAY HOT BE USED. A MINIMUM OF TWO CRIPPLE STUDS SHALL BE USED UNDER EACH SIDE OF ALL 4x HEADERS, U.N.O. - METAL STUD DESICAIATION IS TNN15: ' NOMINAL AGGREGATE SINE SHALL BE LIMITED TO 3/4' MAXI"1UM, U.N.O. OR AS APPROVED BY THE ENGINEER. A MINIMUM OF THREE 5TU05 ARE REQUIRED UNDER ALL b x BEAM, GLB, OR GIRDER TRUSS, U.N.O. 00' '6 - MEMBER DEPTH IN VW INCH (6') 'S' -STYLE OF MEFBF.R 5 =STUD /JOIST T = TRAGIC U ■ F = ( CHANNEL, FURRING CHANNEL) ALL CONCRETE 514ALL HAVE 5 1/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO INTERIOR BEARING WALLS ARE TO BE 2x4 • 12' O.C. U.N.O. 0 162' - r'IEMBER FLANGE WIDTH IN VW INCH (1,625' = 1 -5/8') •0.47. 'S4' - MINIMUM UM STEEL TNKKNE5r5 IN MILS (54 MNL.5. = 0.054, OLD DESIGNATION OF 16 GA.) EXTERIOR STUD WALLS ARE TO BE 24 ! I6' O.C., U.N.O. FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 15x OF CEMENT BY WEIGHT. . ' ALL FRAMING COP'FONENTS SHALL BE SQUARE CUT FOR ATTACMMWT TO PERPENDICULAR MEMBERS. �, U N S DE9� 51MP5ON'S AC CONNECTOR SNAIL BE USED FOR BEAM TO P05T CONNECTION hNERE BEAM SPAN 15 4'-0' OR GREATER. STUDS SHALL BE INSTALLED IN A MANNER WNICJN � � AS,� GA�RETE COYER FOR STS. B AS FOLL,+� WILL ASSURE THAT ENDS OF THE STUDS ARE P�051TIONED AGAINST TH E FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3 ALL TOP PLATE SPLICES 514ALL BE EITHER A SMPSON 5T221 OR 4'-0' MINIMUM LAPPED PLATES WITH 10) 16d EACH SIDE ( RODE TRACK WEB PRIOR TO STUD AND TRACK ATTACl�'1ENT. . FORMED SURFACES IN DIRECT CONTACT WITH EARTH: ? OF SPLICE, PROV WALL BRIDGING PER M 44UFACTURER5 5PECIFICAT05 AND AS SHOWN IN DRAWINGS. BEAMS, COLUMNS, AND SURFACES EXPOSED TO WEATHER. 1 1/2' 51A86 AND WALLS (INTERIOR FACE): 3✓4' ,JOISTS SHALL BE LOCATED DIRECTLY OVER STUDS TYPICAL. AL REINFORCING STEEL= NO SPLICES ARE PERMITTED IN STUDS. 104 GOMM RtAINE?'Mm STANDARDS FOR ALL REINFORCING STEEL: ASTM 415 GRADE 60 s 11 -10 -05 DETAILING (BENDS, NOOKS, SPLAYS, ETC) SHALL BE IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION ). _ GENERAL ABBREVIATIONS MINIMUM LAP AT ALL CONTINUOUS REINFORCEMENT: 30 BAR DV 1ETER5 OR I'-b' U.N.O. CORNER BARS SHALL BE PROVIDED AT ALL CORNERS A14D WALL OR FOOTING INTERSECTIONS CORNER BAR LAPS SHALL BE A.B. ANCHOR BOLT CLR. CLEAR E.N. EDGE NAIL N.F. NEM -FIR MFR. MANUFACTURER ABV. ABOVE CMU COW. MA500Y LOT ENG. ENGINEER MGR. MANGER MTL. METAL AWL ADDITIONAL COL. COLUMN SIT. SHEET U.N.O. UNLESS OTHERWSE NOTED SHTG 514EATHII4G VERT. VERTICAL A MW" OF 30 BAR DIAMETERS OR 1' 4' E0. EQUAL NORZ. HORIZONTAL (N) NEW M0 BER ADJ. ADJACENT CONC. CONCRETE E.S. EACH 51DE H`58 NIGH STRENGTH BOLT N.S. NEAR SIDE SOM. SIMILAR VFY. VERIFY SKW. 5KEW(ED) W/ WITH ALL OPENINGS IN CONCRETE 5L.A85, WAILS, ETC. MUST HAVE (2) 15 MIN. U.N.O. TRIM BARS ALL AROUND D THE OPENING ALT. ALTERNATE CONN. CONNECTION EXIST. EXISTING A325 U.N.D.) N.T.S. NOT TO SCALE PPRX. APPROXIMATE CONST. CONSTRUCTION EXT. EXTERIOR I.F. IN51DE FACE O.C. ON CENTER SK. SPACING 14% WELDED HEADED STUD W. SQUARE TRIM BARS MUST EXTEND ?'-b' PAST EVERY CORNER, ARCH. ARCHITECTURAL CONT. CONTI UOLJS FFE FINIISHED FLOOR ELEV INT. INTERIOR Q.F. OUTSIDE FACE M AT CT5K. COUNTERSiNC W .P. WORK POINT 55 SELECT STRUCTURAL W5 WESTERN 5ERIE5 FIELD BENDING OF BARS PARTIALLY EMBEDDED N HARDENED CONCRETE B NOT ALLOWED Url.E55 APPROVED BY THE FAB. FABRICATION .L<iT. JOIST Q.N. OVERHANG B. BOTTOM d S.F. BRAC (NAILS) FIND. FOUNDATI it. JOINT IOPN'G IOPENING STD. STANDARD WT5 WELDED THREADED STUD STGR. STAGGER MMF WELDED WIRE FABRIC STRUCTURAL ENGINEER FIN. MW ED) K KIPS (1000 POLIN05) ORNT. ORIENTATE(ION) BELOW D.F. (DOUGLAS FIR FLG. FLANGE LAT. LATERAL STIFF. STIFF. STIFFENER X -STG EXTRA STRONG !STANDARD FOR ALL WELDED WIRE MESH: ASTM A -106. LAP ALL EDGES 1 1/2 MESH MINNlIM. PAR. PARALLEL BLDG. EMALDING •, DIA. DIAMETER FL.R. FLOOR LDGR. LEDGER P/C PRECAST CONCRETE B.N. BOUNDAR NAIL DIAG. DIAGONAL F.N. FACE NAIL L.F. LINEAL. FEET STIR. STIRRUP XX -STG DOUBLE EXTRA STRONG STL. STEEL PERP. VERMICULAR BNORY. BOUNDARY DIAPN. DIAPHRAGM F.O. FACE OF... LLH LONG LEG HORIZONTAL L PLATE 5TRUC. 5 TRLJCTUR E( AL) SYM. SYMETRICAL ALL REINFORCING BE FREE OF GREASE, OIL, OR MUD, ETC. AT T REINFORCING STEEL SHAI.I HE TIME OF CONCRETE PLACEMENT INTENDED B.O. BOTTOM aF... do DITTO (DO OVER) FRM'G FRAMING LLV LONG LEG VERTICAL PLYWD. PLYWOOD T. TOP GOAT 5 SHALL BE PER PLANS OR APPROVED BY ENGINEER. BRDG. �IDGE(ING) D DEPTH F.S. FAR SIDE L.S. LAG SCREW P5L PARALLAM BEAM BRG. BEARING DWG. DRAINING TIG TONGUE AND GlME FTC. FOOTING LSL TIMBER STRAND REAM P.T. PRA TREAT(ED) B/W BETHEEN OWL. DOWEL GA. GAGE LT. WT. LIGHT WEIGHT T1 RD. THREAD( P/T P05T TE1S510NED CAM. CAMBER(ED) (E) EXISTING MEZW GAIN. GALVAMZED LVl MICROLLM K M OTT. OJANTITY TJ TRUSS JOIST MACMILLAN TM PRY. I PORARY CANT. CANTILEVERED) EA. W GB GRADE BEAM MAS. MASONRY REF. REFERENCE C.G. CENTER OF GRAVITY E.F. EACH FACE GLB GLUE - LAMINATED BEAM M'1AT'L MAT REW. RENFORCEMENT T.N. TOE NAIL T.O. TOP OF... C.I.P. CAST IN PLACE E.J. EXPANSIAN JORIT GRD. GRADE MA MACHINE BOLT (A307) RWD REQUIRED C.J. CONTROL JOINT EI"Bp. E]`BED(OMENT) GYP" WALL WARD M.D. MID - DEPTH R.O. ROUGH OPENING TRANS. TRAW.*I 5E TYP. TYPICAL a CEKTERI m EL. ELEVATION MDR. PLEADER IM RF MOMENT RE515TW FRAME SCE, SCHEDULE UBC UNIFORM BUILDING CODE ' /.I111 r�� Amh# P. S. 7983 Leary Nay NE Redmond, WA 98052 (425)881-7506 mail @driftmier.com y VI W Q ui' W U co c cc 3 � m AW LOUR UNWSZFM ENG wmzlNG, uc 13456 5E 27TH PLACE, x=200 BELLEVUE, WA 0 6005 �W: 425 614 -0949 FAX: 425 614 -0%0 NF0_AUE@QW EST. CON AUE 431W REVISIONS W. I IlAn ON I DATE eiry 1KV1A1 A MAY 10 PERANT CENTEk ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED BY: 8U PROJECT NUMBER: E 20312 SHEET NUMBER: F�sosl 0 1% 00 0 f} r ,. r•.1.+.w�M.�' -'. M• .wpb• yi• � l• f i ���� Mq. ` � �YS - .. 4 The DHftnii*er to � rd 4 E b 040 U W J O Wo E ) (E' W-00 F SF40 Iff ii yr W - 0 . W a k I • f # (E) FTG, TYP i (E) STL PIPE COLUMN, TYP i t - - -- — t t ' \` TYP AT ALL SLAB WILL j j 54.1 AT UTILITIES CUTS, _ ,• VERIFY LOCATIONS ' i � - , (N) ELEVATOR PIT ( N MC 6x 12 EA -- ► SIDE OF WALL' - L - - - -J �E) 4 SLAB -ON- GRADE, TYP 7 WHERE OPNG 54.3 BE CUT L (E) FTG P v ✓ I (E) BEARING WALL TO BE CUT OUT PER AR� ` ' ✓• SEE DET 4/51.3 FOR 50FFIT,_� €E RCN_�OR '' S 1/4 �. ✓ SAW CUT (E) SLAB AND ; �� T5 ,F REPLACE WITH (N) COW + 1 ` �.00ATIt�NS, P , < AREA TO BE DETERMINE ' N FIELD DO NOT f � _ -^—•- = - - .--�- �__._. _ r \ �`" , , � UNDERMINE CONSENT OF ARCHITECT AND , - - • - - t. _ _ _ . _ _ s!a STRUCTURAL ENGINEER i� (E) COLUMN FTG, TYP ( SUMP P DETAIL 3/54.2 1 () CONCR E WALL - T TO BE REPrVED ft r� r. 10 4" CarC 54.1 SLAB I FOUNDATION PLAN vvx WaTM E im,r. CONCRETE PIER, TYP NO'fE- TNE`.iE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF INFORMATION FOR AN (E) BULDING. C4NTRK7Qt MUST FIELD VERIFI' GONDITIQIS AND NOTIFY AfE04TECT AND ENGINEER IF CQIDIT10g5 ARE OTHER THiW AS 514" PRIOR ?0 MODIFICAT1011. r0j"TIIN NOM I. SEE 50.1 FOR ALL GENERAL NOTES AND ABBREVIATIONS. 2. SEE 52.1 FOR SECOND FLOOR FRAMING PLAN 3. SEE $2.2 FOR ROOF FRAMING PLAN 4. SEE 54.0 FOR ALL FRAMING DETAIL5. S. SEE 54.4 FOR MONUMENT SIGN DETAILS. SEE ARCM. DWG FOR LOCATION AND REFERENCE. 6. SEE 54.4 FOR TRASH ENCLOSURE DETAILS. SEE ARCH. DWG FOR LOCATION AND REFERENCE. NO'16 ALL 0II'1ENE[i10115 SNOMI ON ?I4ESE STRUCTURAL PIANS ARE FOR GENERAL RfFERQICE OILY. T11E CAITRALTpt IS RESPONSIBLE FOR VERIFYING ALL OrIENGM AND ANY 019CREPANGES MUST BE BRglfilt TO THE AttFMlpli OF THE ARCIITECT AND 9l6NEER "EpA ?0.Y i Q �F M4 (AF T� Will A MAY 10 2004 PERMIT 4 -Wer-p uNS gj NAB 1 1-10-05 i if .. »... . 1.........►..r.:y.w. -.�.- �.. .r ..�..-- +_r�.A �. A,..a :.. ,a,: ty • - w MI, iw ...... ... iV:.w._. i..#+...ir�►ra.wr, • .. .. .. n e .�a, y v .. M .w • ♦ tt 4 f . ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED BY: BU r�� Ir The D Hffi mer Architects, P s. 7983 Leary Nay NE ' Redmond, WA 98052 (425) 881 -7506 mail @driftmier.com W � 3 � 4 OO W d 22 At c bj ARMOUR UNSDERFER 04G'i INEERING, I I 13456 5E 27TH PLACE, 0200 BELLEVUE, WA 98005 'H: 425 614 -0949 FAX: 425 04 - 0950 INFQ_AUE@QWE5T.(ZN AU 431W REVISIONS NOT __wTM �►� PROJECT NUMBER: 20312 SHEET NUMBER: 52.E x 4 ; . 1 r 3 i � CITY O F �rgA T F*V VtU JO N 11 2004 As 1 VOIE0 2 �F M4 (AF T� Will A MAY 10 2004 PERMIT 4 -Wer-p uNS gj NAB 1 1-10-05 i if .. »... . 1.........►..r.:y.w. -.�.- �.. .r ..�..-- +_r�.A �. A,..a :.. ,a,: ty • - w MI, iw ...... ... iV:.w._. i..#+...ir�►ra.wr, • .. .. .. n e .�a, y v .. M .w • ♦ tt 4 f . ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED BY: BU r�� Ir The D Hffi mer Architects, P s. 7983 Leary Nay NE ' Redmond, WA 98052 (425) 881 -7506 mail @driftmier.com W � 3 � 4 OO W d 22 At c bj ARMOUR UNSDERFER 04G'i INEERING, I I 13456 5E 27TH PLACE, 0200 BELLEVUE, WA 98005 'H: 425 614 -0949 FAX: 425 04 - 0950 INFQ_AUE@QWE5T.(ZN AU 431W REVISIONS NOT __wTM �►� PROJECT NUMBER: 20312 SHEET NUMBER: 52.E 101/2 $3'-O' 93' -10 1/2" 33'-0' 4 ' -b ' L �. , W 1 j W i N s I tt • C (E) 32" DP GIRDER TRUSS j 1 ��` - (E) PLYWOOD FLOOR IN -FILL BY OTHERS` (E) STL PIPE COLUMN, TYP PLYWOOD 514EATHING t 0 ' TRUSSES PER DETAIL 4/54.2 r 7 W i j TENAOT ENTRY ABOVE ,, : 1 TENANT ENTRY ABOVE SEE I WT 1/54.3 ' '1 ` ; SEE DET 1/54.3 r TYP - �+ TYP ! �- (E) 32 DP GIRDER TRU55 i (E) (2) 202 i �+ !� 9 1 I t x ��IA HEADER SEE •� O WOOD TRUSSES TO BE MODIFIED DET. 2/54.3 TYP I _ PER DET 4/54.2 FOR ELEVATOR OPNG, , I I f u' — — i TYP -- (N) 48 HEADER K I / SEE DET 12/54.2 (E) 32' DP GIRDER TRUSS I ' (E) CONCRETE WALL TO BE REMOVED, 1 x N W N N N I , CITY OF TMUA ^ --• _ JUN 11 2004 uj AS NOU OUTLINE OF WALL --� ABOVE q T FRAME ALT. CANOP 54.3 FRAMING, COW PIER BELOW 1 I /2' X 22 GA METAL SEE 5HT 52.0 TYP I I r ` 1 11 ROOFING PER 4/50.2 \Z;./ TYP MT5x4.5 0 16' O.C., TYP 'h 2ND FLOOR FRAMING PLAN n.w xoRru xue ua•.ra 1 MI.L-L.1.; VNCIV PER ARCH NOTE: THESE DRAWINGS ARE BASED ON A LIMITED AI'IdJlli OF IWORf1AT10N FOR AN (E) WILDING. CQRRAGTOR MUST FIELD VERIFY GOlblTiplS AND NOTIFY AWA?ECT AND pVAN1EFR IF CONDITIONS ARE 0?NER TWW AS 5110N1 PRIOR TO I'gDIfICAT10q. 'I.Ai' pw Drifb.Tuler Archited s, P. So 7983 Leary Ray NE Redmond, AA 98052 (425) 881 -7506 mail @driftmier.com y V= ofti U) c Zi OQ J V Z � m ARMOUR UNW ERFER 04INEERINGr, II 13456 5E 27TH PLACE, #200 BELLEVUE, WA 08005 'H: 425 614 -094q FAX: 425 614 -0950 INFO _AUE@QWE5T.G0M AUE 93180 REVISIONS ' i No. ocsc�rnoN DATE Mr! nr- T1W WM A MAY 10 2W4 PERMT CENrEK ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED BY: BU PROJECT NUMBER: 20312 K= RAM NOM 1. SEE 50.1 FOR ALL GENERAL NOTES AND ABBREVIATIONS. 2. SEE 52.0 FOR FOUNDATION PLAN 3. SEE 52.2 FOR ROOF FRAMING PLAN 4. SEE 54.1 FOR ALL FRAMING DETAILS. N016 ALL OrIENE1ON5 511prIN ON 111E5E 51RUCTURAI PLANS ARE FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RE.r`PbN51Bl.E FOR VERIFYING ALL DRIFlCi10115 AND ANY DISCREPNICIES fU3T 8E WplCilT TO THE A7?91f10N OF ?NE ARGINTECI AND dKOER II't'IEDIATELI' 2 F ap � ":7 11 -lo -os 0 .. . ,. ..•. .... ... �. ...- ..r..i. �.�. .,,, • .y,;r,,,w r . �. �.. /. w� i •'+'..'0+ .•� �. :. +if�.a • ^ . . ti .,.j... r.AllM.r.� - M.�,. N1., -. .•+r••'M.rl�•.rl.r•. •. .Mu... :.d..►• ��. +M ww . ..��N.. , f. .. y�.. ., t• • /• .✓�• ,— 1 . r SHEET NUMBER: S2.1 1 10112 33'-0' I l ANCHORAGE AT EVERY OTHER TRUSS, TYP - tM 4. i . I� �W J ANCHORAGE AT EVERY OTHER TRU55, TYP - Ddftrriier Architects, e S's 7983 Leary Way NE Redmond, NA 98052 (425) 881 -7506 mail @driftmier.com kc 1 Q 3 V zz ► PC 2� n 2 W � � "aft 2 � m ARMOUR UNSDERFER EWINEERINGr, i i 13456 5E 27TH PLACE, 4200 BELLEVUE, WA 98005 425 614 -0949 FAX: 425 614 -Og50 INFO _AUE@QWE5T.C9M AUE 43180 REVISIONS b. o1NT�a+ DATE t r 3 t i CITY OF T"a A Al"OVED JUN 11 2004 AS WILD 11J '"wq 'r N:N AV ROOF FRAMING PLAN ri.,w woRrN SCALE: ice = p - NOTE. 111ESE DRAYMNG5 ARE BASED ON A LRIITED MId1WT OF NFQRI'IATIpJ FOR AN (E)RI(i BUILDNIG. CaNTRALTOR M15T FIELD VERIFY GAa1T10N4 AND NOTIFY ARCIM7ECT AND ENGINEER If CAbITIQi5 ARE OTIEft TWAN AS 51" PRIOR 70 MODIFICATION. NEW COILS MATCHING NEW "CU" UNITS TO BE INSTALLED -- \ AW FP*MWM I. SEE 50.1 FOR ALL GENERAL NOTES AND ABBREVIATIONS. 2. SEE 52.0 FOR FOUNDATION PLAN B. SEE 52.1 FOR 5EC4ND FLOOR FRAr' W PV1N 4. SEE Sk s FOR ALL FRAMING DETAILS. S. LOCATE ALL ROOF EOUIFMENT5 PER MECHANICAL DRAtr"S. N�TG ALL DI1'1EN5IONS 5110~!1 Al T11E5E STRUCTURAL PlI1N5 ARE FOR CF)ERAL REFERENCE 01LT. THE CONTRACTOR IS RESPON�.�IBLE FOR VERIFI'NK, ALL plPlpOpli5 AND ,yi1r DISCREPANUES fA197 BE 0I0U6H1 TO TILE A 1 ENTIpI OF ?HE ARGIiTECT AND ENGINEER R'1'1EDIAT0.T 11 -10 -OS I II I IN In f 33' -0' 101/2' �" LLJ� v � NEW C01 MATCNNNG N H '(xl' UNITS TO BE IN$TALUD IN EXIST. AIR NANLILER. SEff MECN. DWG. i EW -1:4 RI PLACE OF I ! W � IStINC, ;SEE SCN9DUL9 SN�ET (N , Ix8 TREATED, NFL 9' � I Li VEN � l' _ .. i I T i �• I � (N),xB NFxI �c8j H / (N 1 I i � QE's 12/51. + � � E' 32" DP GIRpEi 2k10 0 16 O.C. i �E) SKYLIGHT m J i i � � (E) � SFEI►TF�NG WODD TRS T'R) BE MOpfIED! PEP DST 4/54.2 FOR kIEVATORI OPN(3, TYP (E). 32 DP IRDER I' � g n, NOTES CONTRACTOR SHALL VERIFI' � LOCATION OF TUBE STEEL COLUMN W171I ELEVATOR MANUFACTURER. � 16L GIL 30 C III I li I I ��_J__� 1 I I I I I I 1� AECENEC r`.RV r F TI IKUM A MAY 10 20x1 PEK4T AMEF SUE DATE: MAY 4, 2004 tAWN BY. KCC 4ECKED BY: BU PROJECT NUMBER: 20312 ::] SHEET NUMBER: S2s2 lip r ■ 11 a e S EISMIC U D GRADE SI T SEE ARCHITECTURAL DRAWINGS FOR THE EXTENT OF WORK TO BE DONE UNDER THIS PERMIT SEE SHEET S0.1 FOR GENERAL NOTES 101/2 EO �'-o• = - -v ✓✓ 'V TYP ALL BAYS A�-A• Fn ' z • w 0 f , s . i . 1 s. TYP ALL BAYS : ti , i TYP p cow WING WALLS —_ JUN 1 AS NOTED got M_ JL I I I I 1 1 (E) 32" DP GIRDER TRUSS I - I N E 4x8 r q ) x x x E 4x8 11 51.5 TYP ii W W W W r W EQ $' -o' X9' -0• 8' -0' 60 7 -' 54.5 • 8 TYP ' 5 TYP ALL BAYS 40 2ND FLOOR FRAMING PLAN � PLAN xoRni SCa.E. ' NOTE ?HESE DRANM1Cr5 ARE BASED QI A LIMITED AI'1dMi OF NiORfUTION FOR AN (E) BUILOINC.. CONTRACTOR rA15T FIELD VERIFY CONDITIONS NO NOTIFY ARCNTECT AND DIGMER IF CONDITIONS ARE Oi11ER TIWI AS'S110N1 PRIOR f0 MODIFICATION. Im ALL D11MENE"O SHOWN ON TWESE STRUCTURAL PLANS ARE FOR GDNERAL REFERENCE ONLY. THE CONTRACTOR 15 RESPON51el.E FOR VERIFYING ALL DN1ENAM AND ANY D15CREPANCIE5 M)ST DE WoLKNT TO THE ATTENTION OF THE ARCMTECT AND ENGOM N't"IEDIATELY n 0 pr do$ r�� 7983 Leary Way NE Redmond, AA 98052 (425) 881 -7506 mail @driftmier.com W p� 3 i zO ?3 Xc :_ -1 z t 05 I I ku V o $Z AWlWR UNSDERFER ENGINEEWNG, B456 5E 27TH PLACE, 4200 BELLEVUE, WA 98005 aN: 425 614 -0449 FAX: 425 614 -0%0 INFO._AUE@QWE5T.COM AUE #3180 REVISIONS �. QAn P� F E ll' M# A MAY 102M Nknu I ww [E .. - y ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED B Y: BU PROJECT NUMBER: 20312 �, r e .. Y. _ .�� «Yr.IIFf �.�Yi► %•*y.. Mao v. +Y'ti... ��.! •., ...r..t��ri�'.�.�. 1,,. Vr . -�,.. ..�'�' w s. i., �. � 4, P w � .. ..... . .r.. J►.4....1+�.i+M. • ...... ►.,r,►�.r w +. �Ila.'... . �� +w..ti.•li�ri�► �..r•.. -.w a.. - ... ... , j. , . .., s �. �' � ~ 4' -6• SHEET NUMBER: S2.3 Lj I The Deftaiier Archiects; P.S. 1 ORN3, 11 -10 -05 b _ I (E) b b � — T. ANCHORAGE AT EVERY OTHER TRU55, TYP - !1111_111 -ij ! TYP �j EXISTING ROOF FRAMING PLAN PLMj NMTM SCALE. I /8' -1' -01 • R TYP TYP 3t Li i A } CITY OF .� M*jV JUN 1 ?00{ AS No /�!1 isiopv ) I . I qv t)l 47- NOTE: THESE ORA1NNG5 ARE MSED RI A LR117E0 AI'IQ11ff OF NFORnATIAI FOR AN WING WILDING. CONTRACTOR MUST FIELD VERIFY COIAIT06 AND NOTIFY ARCIATECI AND ENGMER IF CaND111Q15 ARE Oi1ER TWW AS 5110iN PRIOR TO MODIFICATION. NOfb ALL DII1EN510115 51IAi! ON THESE STRUCTURAL PLANS ARE FOR c94EaAL REFERENCE oar. 714E cwITRAttoR 15 RESPONSIBLE FOR VERIFYING All OR1FJ1505 AND ANY 013CREPANGES I'A151 BE BROlW TO THE ATTEMIAI OF TIC ARGITEGT AND ENGIIEER Rt1EpIATF1T F SUE DATE: MAY 4. 2004 AWN BY: KCC CHECKED BY: BU PROJECT NUMBER: 20312 SHEET NUMBER: S2.4 � w.•• wrwrw..r.+r.�.. .r•r.-- ._.�.r -, ... .. .w `'�`�"'.- ..1M �l�w• •Z•Iif..Ml��.w7- Y ' »N. ..r• The Diiffini*er ArclAtects, P. S. 7983 Leary Ray NE Redmond, NA 98052 (425)881-7506 mail @driftmier.com Q 3 Es * 0 32 � •i • r 5 �• 134% 5E 27TH PLACE, 0200 BELLEVUE, WA 88005 PH.- 425 614 -0449 FAX: 425 614 -0950 INFO_AUE@QWE5T.COM AUE 03180 F No. REVISIONS 0 scwf I OAX RECMac) ' "'' ^F TI . t MAY 1 0 204 010*" k4ul . ;,,r• Lmns- 11 -10 -OS i 135' BEND (IOd OR 4' M COLUMN MNTI € !rTTi r 411 PURLIN PER PLAN 'TS' FRAME PER PLAN y TYP Cl2 BEAM PER PLAN 'T5' FRAME PER PLAN 5, TYP j Y Cl2 BEAM PER PLAN CONCRETE WILL CONCRETE W •' ' 3/4' CHAMFER AT Al CORNER5 LA •• 0 EVERY DIA TYP ALL PL TO T5 A P ` PURUN OVER FRAME Ac4x V4 W 3/4' DIA RU BOLT Cl2 BEAM PER PLAN &Elm ERME OVER BEAM ..."• .. --. TAN CI? p ENDS ANT AT LIDPOINTS 'L W/ (4) 3/4' DIA ; BOLTS 114 W 314' DIA MIN EMBED 24' INtm f i . t C PAN - HANN T x � TIES PER DETAIL 5/54.1 ID W.1 �;,LPLAN - CONCRETE WALL v 00 o 011 l e COW 5LAB PER DET 5/54.1 b 1 L 4 1 • WINDOW PER ARCH. 111*1' -4' 0 W D.C. EPDXY AND GROUT INTO (E) CONC 4' EMBED s 04 CM 1 1/? TYP STIRRUP DETAIL sME (N) 4' 5LAS OVER 4' GRAVEL �L (E) FOOTING AND 5LA8 W M CTR LINE OF SLAB 10 \ TYP (N) ENTRY SLAB 'TO EXIST. SIA 9GVE: A' EMD 1'-4' MAX (E) 4' SLAB ON GRADE (2) 03 CONTINUOUS 03 X 1 DOWEL5 0 24 O.C. EPDXY AND GROUT SA14CUT AND REMOVE (E) 5LAB AS PIPE5 OR CONWT REQUIRED PER ELECTRICAL AND PLUI"BW PER MECHANICAL NNFILL SLAB AS 514" II INFILLING (E) SLAB AFTER SAW CUT s4.i sum �I I/T • I' E1�MESc I 1 - -05 . .. n, .. .. ..• . S..s �•. M'K. *�.v .iM►. wry. i+ .. -.' .. .. . -.:... .�..� � .. . ..w. . ARMOUR UNSDERFFR MINEERIW, II 13456 5E 27TH PLACE, #200 BELLEVUE, WA g8005 PH: 425 614 -0 FAX: 425 614 -0850 INFO._AUE@QWE5T.00M AUE #3180 REVISIONS N0. C E-SAM wr TION DATE RECEMED rRy C1F T11KIWt A MAY 10 ZM ISSUE DATE: MAY 4, 2004 DRAWN BY: 11CCC CHECKED BY: 9U PROJECT NUMBER: 20312 VERTICAL, TYP Ilie Dfiftn ArcWtecLssP. S46 7983 Leary Ray NE Redmond, AA 98052 (425)881-7506 mail @driftmier.com O 3 ZS W Q ui' W Z U � X ft Z 4 3? &2 m SHEET NUMBER: E:: S4ol t. cd r~ Q 3 ti b 7v w 3 b P05T BEYOND 3x TREATED PL W/ 5/6' DIA x q' A.B. 0 16' O.C., TYP SLAB TO MATCH (E). q SECTION AT ELEVATOR S4.2 J scxE _ • •Y1 114' CAP PLATE 2c EA SIDE OF P05T 2x ROOF ,106T PER PLAN W/ SIMP50N NUTF HANGER EACH SIDE, TYP 0 112' DIA WELDED BOLTS EA 510E OF T5 PLYWOOD 5WEAT14ING PER GENERAL NOTES, TYP (2) 26 TREATED PLATES CONT., TYP PLYWOOD SWEATWI% PER GENERAL NOTES, TYP (2) 24 TREATED PLATES CONT., TYP () E . FLOOR SWEATING, — PROV IS/3r PIYt'IIOOD EA SIDE OF (E). WOOD TRUSS W/ 10d NAILS 0 b' O.C. AT ALL SUPPORTS, TYP Ito 0 12' O.C., EPDXY GROUT INTO (E). SLAB, TYP SAWCUT (E) SLAB PER PLAN 5141 112' a. run+ (2) 3/4' as -� a+cNOR ears, r riai ��D 2x TO MATCH WALL STUD 0 2 EQUAL SPACES INBThN (E) WOOD TRU55 I I/4 "– KATE KT T5 POST PER PLAN SLAB PER DETAIL 9/54.2 `1 W4' • I ' -0 ' (E) WOOD TRU55 AND FLOOR SHEATHING TO BE REMOVED NOTE: OTHER WO NoT sNOr+r SEE DIET 9/54.2 PROVIDE 2x TOP AND BOT i TO MATCH (E) WOOD TRU56 PROVIDE 51 S%ON AM TOP AND BOT PLYWOOD 5WEATING NOT 94" FOR CLARITY, SEE DET q/54.2 NOTE: OTHER IWO NOT SHOWN SEE DET 9/54.2 TI Driftmier Architects, P s 7983 Leary Nay NE Redmond, WA 98052 (425)881 -7506 mail @driftmier.com ~ 3 y 4 V � At � W "Nei 22 Qj w 8 (E) L&I W D TRUSS REINF. SCALE CO .OP PLATES SIMPSCN A35 0 MULTIPLE (4) 16d MIN. INTO HEADER ONE CONTINU KING STUD r (2) KING STI REQUIRED Al WALLS AND V AND WIDEI 2x STUD WALL DETAIL 9/54.2 8' CONCRETE WALL PER DETAIL 9/54.2 W A A lic r � 10 l TS POST TO CON WALL 54.2 / SCALE 24 BLOCKING PANEL EACH BAY, TYP WALL 514EAT14ING PER ARCH., TYP QLYWOOD 514EAT14ING PER GENERAL NOTES, TYP 24 STUD 0 16' Q.C., TYP L2 I/2' X 1 1/2' X 5/I6' GALV CONTINUOUS WITH 3/8' DIA WELDED HEADED STUDS 0 b' O.C. CRATE SUPPORT ANGLE FOUNDATION WALL PER DETAIL 9/511.2 - • 8 MIN V-0' MIN SUMP GRATE BY OTHERS SEE DET A SLAB PER DETAIL 9/'54.2 - ° Its 0 12' O.C. AT SUMP � —�� ( 3 MIN) 31 ELEVATOR SUMP DETAIL say / scuE: 1/2' PL WITH (2) 3/4' U4 T14RU BOLTS, TYP t NOTE: STUD WALLS AND OTHER IWO NOT 514" SEE DET 9/'54.2 Is I 0 I 11/1' T5 POST PER PLAN TYP TYP LOCATE TO M155 (E). SECI NLAA WOOD TRUSS, TYP AL. . (E) 'CUT -OFF' I f WOOD TRU56 --� ,✓ A TOP PLATES PER DETAIL q/54.2 314 • I'-0' "ESTED (L) VWQ TRUSS REMOVAL SEOU EW E 1. ADD REINFORCEMENT TO WOOD TRUSSES PER DETAIL 8/54.1 AS REQUIRED. INSTALL. AND NAIL PLYWOOD SNEATHMIG ON BOTH SIDES OF WOOD TRUSSES EACW END. 2 INSTALL STUD WALL RIDER AND ABOVE WOOD TRUS6E5 AND ADD BLOCKING PANELS. 0. CUT (E) WOOD TRUSSES AT SHAFT AFTER ABOVE STEPS ARE SECURED A. INSTALL WALL PLYWOOD. (E) WOOD TRUSS AND FLOOR 1 (E) WOOD TRU56 TO s ii 11 ii ;II / •� i / II 2c STUD IN BTM! NOT SHOMN, SEE DETAIL 7/51.2 r4 E WOOD TRUSS REMOVAL (PARTIAL TRIM (E) FLOOR 5WEATHING FOR TS POST, TYP (E) FLOOR 5WEATWING 112' PL TOP AND BOT WITH (2) 3/4' DIA T14RV BOLTS, TYP TS P05T PER PLAN 7 lTS POST BTWN FLOORS 54.2 l sc&E: �/4' • i'-0'' `2) 2x JAMB PMT UNLESS NOTED IWISE ON PLAN I F CC STV. �ONk- w -10 -os 12 T YPICAL HEADER DETAIL sts SfMF: y1' . Pd FII no: ww„ A MAY 1 p ZM ►�IW T CENT ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED BY: BU PROJECT NUMBER: X0312 SHEET NUMBER: S4.2 ' � w� -.. �.r..rr. •• .r.M.r.'r.v .Mrl.n�. ' � ^ . 3., ♦,.,_. �. � ,►w�.� tom. �.. a ✓. ( ,� ...►+... _ .r.r..w�.,. ar.. ... �. M.. ....;�t�...ww�r1�►L.' *�.r.K�'►. � :.�..•� -rw+� 1�fw�i�:�w:r.... µ.: •.w- M s�'. _ h - � �Y tt � •' .ear• ri+Q.irir. Mi�r�.+.: �iw•. M W t . ; • .. ��'..+.ohi.� r .. � . r.. 1' -. 1�-:, :�r .� : t ^ - •� r ___ PER PLAN o f . �1► INEERING, LLC �� pVtO 13456 SE 27TH PLACE, 4200 H i BELLEVUE, WA 98005 PH: 425 614 - OOAq FAX: 425 614 -0%0 S� r� INFO_AUE@QWE5T.COM AUE #3180 REVISIONS � �, 7M►�� N0. OESCIlt@TION QATE ONE CONTINU KING STUD r (2) KING STI REQUIRED Al WALLS AND V AND WIDEI 2x STUD WALL DETAIL 9/54.2 8' CONCRETE WALL PER DETAIL 9/54.2 W A A lic r � 10 l TS POST TO CON WALL 54.2 / SCALE 24 BLOCKING PANEL EACH BAY, TYP WALL 514EAT14ING PER ARCH., TYP QLYWOOD 514EAT14ING PER GENERAL NOTES, TYP 24 STUD 0 16' Q.C., TYP L2 I/2' X 1 1/2' X 5/I6' GALV CONTINUOUS WITH 3/8' DIA WELDED HEADED STUDS 0 b' O.C. CRATE SUPPORT ANGLE FOUNDATION WALL PER DETAIL 9/511.2 - • 8 MIN V-0' MIN SUMP GRATE BY OTHERS SEE DET A SLAB PER DETAIL 9/'54.2 - ° Its 0 12' O.C. AT SUMP � —�� ( 3 MIN) 31 ELEVATOR SUMP DETAIL say / scuE: 1/2' PL WITH (2) 3/4' U4 T14RU BOLTS, TYP t NOTE: STUD WALLS AND OTHER IWO NOT 514" SEE DET 9/'54.2 Is I 0 I 11/1' T5 POST PER PLAN TYP TYP LOCATE TO M155 (E). SECI NLAA WOOD TRUSS, TYP AL. . (E) 'CUT -OFF' I f WOOD TRU56 --� ,✓ A TOP PLATES PER DETAIL q/54.2 314 • I'-0' "ESTED (L) VWQ TRUSS REMOVAL SEOU EW E 1. ADD REINFORCEMENT TO WOOD TRUSSES PER DETAIL 8/54.1 AS REQUIRED. INSTALL. AND NAIL PLYWOOD SNEATHMIG ON BOTH SIDES OF WOOD TRUSSES EACW END. 2 INSTALL STUD WALL RIDER AND ABOVE WOOD TRUS6E5 AND ADD BLOCKING PANELS. 0. CUT (E) WOOD TRUSSES AT SHAFT AFTER ABOVE STEPS ARE SECURED A. INSTALL WALL PLYWOOD. (E) WOOD TRUSS AND FLOOR 1 (E) WOOD TRU56 TO s ii 11 ii ;II / •� i / II 2c STUD IN BTM! NOT SHOMN, SEE DETAIL 7/51.2 r4 E WOOD TRUSS REMOVAL (PARTIAL TRIM (E) FLOOR 5WEATHING FOR TS POST, TYP (E) FLOOR 5WEATWING 112' PL TOP AND BOT WITH (2) 3/4' DIA T14RV BOLTS, TYP TS P05T PER PLAN 7 lTS POST BTWN FLOORS 54.2 l sc&E: �/4' • i'-0'' `2) 2x JAMB PMT UNLESS NOTED IWISE ON PLAN I F CC STV. �ONk- w -10 -os 12 T YPICAL HEADER DETAIL sts SfMF: y1' . Pd FII no: ww„ A MAY 1 p ZM ►�IW T CENT ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED BY: BU PROJECT NUMBER: X0312 SHEET NUMBER: S4.2 ' � w� -.. �.r..rr. •• .r.M.r.'r.v .Mrl.n�. ' � ^ . 3., ♦,.,_. �. � ,►w�.� tom. �.. a ✓. ( ,� ...►+... _ .r.r..w�.,. ar.. ... �. M.. ....;�t�...ww�r1�►L.' *�.r.K�'►. � :.�..•� -rw+� 1�fw�i�:�w:r.... µ.: •.w- M s�'. _ h - � �Y tt � •' .ear• ri+Q.irir. Mi�r�.+.: �iw•. M W t . ; • .. ��'..+.ohi.� r .. � . r.. 1' -. 1�-:, :�r .� : t ^ - •� r ___ PER PLAN WXED HEADER 5EE 5CHO LINE OF WOT150 BEYOND 8WTISO -43, CONT, TYP 54 MIL. x r � x 0' -2' CLIP WITH WITH (2) 1 10 5CREW5 TO BOX BEAM AND (2) #10 5CRU45 TO JOIST EA 51DE 400513 -43 0 Ib' O.0 (E) WOOD WALL 400TI25 -33 W/ (2) 1110 SCREWS TO (E) WOOD PLATE 0 16' O.C. AND 88 SCREWS TO METAL STUD CEILING, LINE q' -0' AFF SEE ARCH OWT150 -43, CONT., TYP (2) 98 SCREWS TO JOIST BEND AND CRIMP JOIST AS REQUIRED BLOCKING INBTWEEN STUD 4005125 -33 STUD 0 16' O.C. BEYOND 1 TYP TENANT ENTRY FRAMING 54.3 SGVL 3/4' , p� PROVIDE ADDITIONAL 2x TO MATCH (E) MERE RE VD SECTION A - A CONNECTION DETAIL (3) RIO SCREWS TO 26 AT BRACE A i I I A 24 P BRACE OR CANTMIlATION, SEE DET 4/51.3 5 SOFFIT PARALLEL TO (E) TRUSS 54.3 SG4f: yq' ,ply PER ARCH (2 MAX) (E) CONC. PANrl TYP PL TO Ts TYP SN`VWN TS -q. W2AP � AROUND 2xb EINFO TYP ALL T' DEADER SCNEDULE OPN'G WIDTH HEADER UP TO 7' (2) SW5162 - 43 :5 2 TYPICAL STEEL STUDS @_OPENING sa.3 ME PROVIDE AD DITIONAL 2x TO MATCH (E) WHERE RELIED SEE DETAIL A N.T.S. 51Nlw50N TS -q. WRAP AROUND 24 26 P ONTIONED AS RECID 62T200 -43 WITH (2) 010 PCREWS TO 24. CRIMP DETA ILA AND CURVE TRACK AS R57D CONNECTION DETAIL /w .uw wJ.rr. .w �� it • ��..�� 6 SOFFIT PERPENDICULAR TO (E) TRUSS 513 SflIE 3/4' , p..p T/! L.1._91.i I/�M 7 I/7 FIN PL � v2� I v2l „ 000 PL w (2) SA' ou aArncu caOureD ears f11N MD OF 2 V2' B � ( 1/2' PL Fj, SIDE W (2) W DIA T►itU BOLTS SECTION A -A =TION 8 -B q ALTERNATE CANOPY FRMG A EL EVA TICH KING STUDS PER Z/51.3 CONT. 43 MIL.A.25' FLANGE TRACK TO MATCH STUD WIDTH W/ 1 10 SCREWS 1 CONTft0US JOIST PER 2/54 CONTINUOUS 54 MIL X 2' FLAT TRACK TO MATCH STUD WID1 54 MIL. x 26� x 0' -3' LONG CLIP WITH (3) 0 10 SCREWS TO BOX BEAM AND KING STUD ECTION A -A TTP. TOP AND BOTTOM ---- A J I B EARWj A 54 MIL. TRACK • WITH 1110 SCREWS TO STUD E.S. 1 1/2 -12 B B 1 1/2 -12 (1) JAB STUD, TYP. *** 3 HEADER TO KING STUD 51.3 SGVE (4) 5/8' DIA THRU BOLTS NTS !U BOLT AN TALL. o r (f) (LNC Fpl—/ 7 REINF. FOR NEW OPNG IN CONC WALL 54.3 BILE: - 3✓4' SLEEPER TO ALIGN 5" A35 EA END WITH TRU55 PANEL POINT, TYP (E) ROOF TRUSS PER PLAN I ELEVATION A A I RTU PER I— — — — — --- EQUIP W. 850• MECH. D". 4x TREATED SLEEPER PER PLAN I i 4x8 TREATED W/ SIMPSON 'U' HANGER A :A (E) RAOf SHEATHING (E) ROOF TRUSS PER PLOW PRaVIDE SIPi'.rON A'15 I i I u EA SIDE 1 2I' O.C. 7 il ROOF EQUIP, 'OVER SLEEPER !S4. 3 scxF: 810 E.S. TO EACH STUD Mb SCREWS 0 12' O.C. E.S. �I ELEV. AT POINT OF CONNECTION NOTE: FOR CONNECTION TO CEILING/ROOF STRUCTURE, SEE DET 5/513 AND 6/51.3 1005200 -13 BRACE 146' O.G. MAX. WITH (3) t10 SLRF345 TO VERT. STUD 8625137 -33 STUDS 0 K' O.C. MAX. ATTACH TO BOTTOM TRACK WITH (2) 910 SCREWS. SNFJ+tH" PER ARCH. y u� CEILING ��Nw � ARCH. SUSPENDED caurw PER ARCH. 3c2r200-43 rR►cx. :4: HANGING SOFFIT AT SASE SCALE NTS ONA Lite: 0 Ii v ia SGf '� , � 31S4 c MOM 11 -10 -0s INV p r Ddftn Am hitect s� P. So The 7983 Leary flay NE Redmond, WA 98052 (425) 881 -7506 mail @driftmier.com y V2 uj 3Z� m ARMOUR UNSMFfM MGINMING, UC 434% 5E 27TH PLACE, 4200 BELLEVUE, WA 98005 PH: 425 614 -0949 FAX: 425 614 -0950 INFO_AUE@QWE5T.00M AUE #3180 PROJECT NUMBER: 20312 SHEET NUMBER: 1 s . 1 s ♦ f.. .�w,�..r -. s.• �M Y.'1t: 'k ! y ONA Lite: 0 Ii v ia SGf '� , � 31S4 c MOM 11 -10 -0s INV p r Ddftn Am hitect s� P. So The 7983 Leary flay NE Redmond, WA 98052 (425) 881 -7506 mail @driftmier.com y V2 uj 3Z� m ARMOUR UNSMFfM MGINMING, UC 434% 5E 27TH PLACE, 4200 BELLEVUE, WA 98005 PH: 425 614 -0949 FAX: 425 614 -0950 INFO_AUE@QWE5T.00M AUE #3180 PROJECT NUMBER: 20312 SHEET NUMBER: 1 ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED 9Y: 6U 4.3 1. .. .. .. .. � v F Mi►..M.' . .. ...y�.... .�'+ ♦ .►: ,.. ..Mw r. .M .�� .. .., .M�i... ....�r�^ �y��"b• .s....�\ ...;1..��I.IYr I .. • .Y•. N. vh.. ►�IM.'yl....yl►�w., s ♦ f.. .�w,�..r -. s.• �M Y.'1t: 'k ! y ISSUE DATE: MAY 4, 2004 DRAWN BY: KCC CHECKED 9Y: 6U NOTE: OTHER INFO NOT CALLED OUT MT5x4.5 f Ib' O.C., TYP SEE DETAIL 5154.1 CURVE TS PER ARCH SEE ARCH, FOR ALL OTHER t%4x3/I6 CONT DIMEN510N5 NOT CALLED OUT, TYP TRELLIS GRID PER ARCH J i SYMMETRICAL I TYP ALL TS TO TS I r � I i I440/4 W/ 3/4' DIA ?14RU BOLTS, TYP Ct2xW.7 TWxl/8, TYP . L6x4xl /4 NL 314' DIA TNRU BOLTS it TO C12 AND 3/4' DIA A.B. MIN RWD I� a 24' INTO CONCRETE WALL, TYP u I - - �-- - -- - - -- J - IN I I I 1 I 1 I I I •• ' I! I I I I I r 1 �� .4 I •% �� ° 12 THICK CONCRETE PIER d �' N N I + I I I I I CD d. I I 1 I ! I I 1 r •- d l l I I N I I 1 r . • 54.4 I I 1 1 #4 TIES PER DET 5/54.1 • , • ° I L - -I_.- - - - I- - -L - - I_ AND q/54.1 ° . d #5 BOTTOM 0 12' O.C., TTP FINISH GRADE PER ARCH •.. d K. a . • - ° • + ' dig .•, . 4w 4 ;111 =1 I Imo) I - d i I I -I I • ' - , • - ° d i, III ! I I�f I I -► I f i 11= b' 54.4 b' e 5 MONUMENT SIGN SUPPORT - SECTION 54.4 SfAf: 31! . I'-0' J CL COL. 6'-0' MAX SYM. ABOUT LINE B L 3x3xl/4 RIGID . FRAME, TYP. TYP. CM WALL PER I1/54.4 B 1 1/2' GA. MTL. i DECK W/ 1/2'0 PUDDLE WELDS 0 6' OC . 0 II 4 ' PERIM. I /2'x A A ROUND BAR TS 3x3xl/4 1/2 ROUND BAR � 6' COW SLAB a 54.4 6ROVT SHRINK TYP. TA 19 FIN GRADE -_ ' �' ' • • ' .' i MD. PIPE PER ARCH. PER IV54.4 31(3x1/4 •: - PLI/2'xI Vrx • 3✓I6 d - 4 I/'2' V8 P. Rot) ' PL I/4'x3'x3' TYP. I TO PL EA. END OF ROD ROD EASE CORNER, _ scift A-1 TYP. 11 9 TRASH ENCLOSURE GAT ELEV 54.4 SCALE: Mrs I'•-0" CONC . STEM WAI COI. PER EL. 4 V 10 POST @ FND,, PLAN s4., scYr: 314'•1' -0" NOTE: OTHER IgFO NOT GALLED OUT SEE DETAIL 5/51.1 SEE ARCH. FOR ALL OTHER DN1E11510N5 NOf CALLED OUT, TTP PER ARCH (3'-O MAX) I hT5x1.5 PER AItLN (12' MAX) FINISH GRADE PER ARCH -� AIL. -III 7 SECTION THRU PIER TRELLIS GRID PER ARCH 1/4' PL x 3' W/ (2) 518' DIA TNRU BOLTS T5 FRAME PER DETAIL 5154.4 C12 . Lbx4xl /4 It CONCRETE PIER REW. FROM WALL, EXTEND INTO PIER, 5EE DET 6/54.4, T1rP ==1 I ICI 11=1 I ittl IT 15111= I El 1 1= I I 1 -1 11--1 I I I =I I I =11 • i I I i �'- `- 5EE DET 4/54.4 FOR WIDTH OF FTG 54.4 /SCALE: MA5ONIZY CAP PER ARCH 8' CM WAIL GROUT 5OLIE 3/4' s I'-0" (2) 05 CONT. 0 TIB 05 VERT. 0 16' O.C. SEALANT PER ARCH'L. UN OWLS. 0 16 O.C. 6' CONC. SLAB W/ --� 04 0 16' 0 C. E.W. 0 M.D. (SLOPE PER ARCH.) 4' COI PACTED FREE --**" DRAINING GRAVEL FILL 15 W Cl 05x J VERT. f K' O.C. , ALT. W. RI FTG. a (3) 15 CONT. A' d' IL TRASH ENCLOSURE FENCE I SCAU.- "AwW&M .•r*so: .M 3•�l�. •P4 A. a'..wi:. .•.. .6...11- . •�,,...,• •. ,,. .. ...- �. WALL RECE56ED FOR SIGN PER ARCH., MIN, 6' THICK ROW. FOR RECESSED WALL SEE DET 854.4 END OF 1 2' WALL ROW. FOR 12' WALL SEE DET 8/54.4 (3) 05 BOTTOM IZ 11154.4 SE PL 1/7x4x0' OR W/ (2) 5/S THRD. ROD E PDXY ANCHORS (5' EMBD. ) ARCH 04 TIES PER DETAIL 5/54.1 AND q/54 WAIL FOOTING BELOW CONCRETE PIER Ad � pf r X15 VERTICAL, TYP 3/4' CHAMFER AT ALL CORNERS RECESSED CONCRETE WALL 1 (' 4 MONUMENT SIN WALL - PL C 54.4 SC&E: 3/4' • i'-0' 6' MIN NOTE: OTHER WO NOT CALLED OUT 59 DETAIL 5/54.4 CONCRETE PIER BEYOND - 85 VERT. 0 CTRLINE OF WALL 0 12' O.C. 05 HORIZ. 0 V O.C. (1) $5 HORIZ. ld e 3' FINISH GRADE PER ARC14 lo �'S O�OWE1. � 12' O.C. ICI! I -1 I I. -1 I� �I i ICI I iii I �I i I -1 11.. =1 I I • ° .:° . '° • �° I I ICI I I ^III; L.- - I I CI 11-1 ; I 11_1 I I -1 I I .° • i'; 1 I i -III ;� ;�ilI III.II III x,1 - I III•- III....._ - T iil • SEE DET 4/54.4 TYP FOR WIDTH OF FTG SECTION THRU RE WALL 54.4 SCALE: pF rowk 3/411 � HO 8' CMU WALL PER 11154.4 3 SIDES 3/16 L 3x2xV4x0' -4' TO COL. PER ELEV. q/54.4 MATCH HINGE LOCATION W/ 5/8'# T1 RD. ROD 13✓ - HINGE ASE iBLY EPDXY ANCHOR (b' EMBD. ) I/ 1/2'# ' - 0c.< 1 YP. 1 "r # `- MTL. DECK PER ELEV. W.4 `-•- L MOM PER ELEV. "A 0S� r OW i The Ddftmier ArchiectA P.S. 7983 Leary Way NE Redmond, RA 98052 (425) 881 -7506 mail @driftmier.com hft ca - �O 3 IX Form W Q ui' W Z u _ j �Z n R � s O 31111114 p L 2 1/2c4 I/2u5✓li C/STE � Sl�I .,� HINGE ASSEMBLY DETAIL MKS- ✓" 1 7 \ TD A CV !` A Tc ARMOUR UNSDERFER ENGINEERING, LLG 13456 5E 27TH PLACE, #200 BELLEVUE, WA 88005 PH: 425 614 -0949 FAX: 425 614 -0850 INFD_AU 5T.C.OM AUE #3180 REVISIONS N0. ocsc rTION OATS RECEIVED rm .F n *Wl A MAY 10 2004 itkt*T ISSUE DATE MAY 4, 2004 DRAWN BY: KCC CHECKED BY: 8U PROJECT NUMBER: 20312 ro _ � HINGE PLAN 3/4'4-0" 54.4 SCALE: 3✓4'•I' -d' SHEET NUMBER: 5494 ... _ .. .. � t,...... t ■ ...,ytir �'i�'• 'i , „wi .''� °. • A' �." ..... a., .��•« yr.�4.•r+w w+- ..- .,.t. .w.1(. a:. � ..... . r • w v w�I •"_ •M►rM�uNr.v Ir�....�+,. .t .. o.Y..•./�t•�.• .aw1r..••.t•.�.. sn•w. .. . t,.. �...+ t.. r.. I/2' PLATE x 9' WIDE 1/2' 6' G 1' P G' 6' 1 I/2' EA SIDE W/ 9/I' DIA TNRU BOLTS (f) ROOF SNEATNMIG _B_ A WING HALL � I / rl A (E) GIRDER TO CONC. WALL CONNECTION FIELD VERIFY rl SEISMIC RETROFIT G IRDER TRUSS 70 CONC. WALL (E) ROOF TRUSS (E) GIRDER TRUSS .54.5 j SCALE: 3/4' (E) PL NOTE: VERIFY (e) ta++F.crIa+s IN flan ' ARE VALID AND NOTIFY EN6R IF DIFFERENT 7WW ,AIOWN (E) CONC FIN WALL (E) CONC IPANEL I i-M a NEW 114' PL EA 51 DE OVER (E) PLATE W/ (5) 1' DI A T14RU BOLTS STEEL 5E41M PLATE, TYP SNEATNING NOT SHOWN FOR CLARITY SEE SECTION 6/55.1 FOR NOTES. SEISMIC RETROFIT 5 ' ***4 GIRDER TRUSS TO CONC WALL -PLAN 54.5 SCALE yp , 1 -.0 (E) TILT -UP PANEL 'a v �V 1, • (E) PLATE AND BOLTS —� (E) FLOOR SWEAT14ING i N--(E) 4x PER PLAN PROVIDE SOLID BLOCKING, TRIM TO FIT 51f' 9 00 W/ (4) 7/8' DIA LAG BOLTS x b' (E) WOOD LEDGER tar: PROVI SWIM - PLATE AS RWD I, A l PROVIDE SMvscN 'A35' EA SIDE @ 3 EO SPACES W/ 16 SCREW TO (E). 514EATWING - DO NOT PENETRATE PLATE EA SIDE TNRU SNEAT4ING, TYP a W/ 3/4' DIA TNRU BOLTS J E TILT -UP PANEL a . -- PREDRILL HOLE IN CONC . „ TO MISS (E) REINF. li,, PLATE EA SIDE W/ 3/4' DIA TNRU BOLTS FOR BOLTS (E) GIRDER TO CONC. WALL CONNECTION SECTION B -B 400 W/ SIMPSON 'U' HANGER EA END SIMPSON MST36 (E) ROOF OR FLOOR SNEATNING vq �� r (E) ROOF OR FLOOR TRUSS I vz' PLYWOOD x r WME 4x OCCURS, W/ 10d AT 4' O.C., SLIT PLYWOOD FOR SIMP50N MST TO PASS TNRU, TYP 51115PON LTT20B W/ 5/8' DIA EPDXY GROUTED BOLT (E) WOOD LEDGER NOTE: FIN PANEL NOT 5 OM FOR CLARITY (E) TILT -UP 'I.I1 raw Uie D dftn r Architects, e So 7983 Leary Way NE Redmond, WA 98052 (425) 881 -7506 mail @dri[tmier.com 50U0 Iic BLOCKING w/ (2) 5M'P5ON A'15 EA SIDE (E) ROOF 9HfATNNlG (E) 4c PER PIrW 511'ISPON LTf208 W 3/1' DIA EPDXY GROUTED BOLT SEISMIC RETROFIT SEISMIC RETROFIT 31 ROOF OR FLR 5HEATHING TO CONC. WALL (4 - 5E15MIC TIES FOR NAILER @ROOF (E) CONC PANEL (E) GIRDS] CONNECTIi (E) CONC FIN WALL SEISMIC RETROFIT 61 GIRDER TRUSS TO CONC WALL 54.5 J 9CIILE - 3/4 = 1 54.5 scuE: 3✓40 _ l'-o' 54.5 SCALE: • 3/4' ID BLOCKING h1/ (2) 511" SO4 LTP4 (E) PLATE AND BOLTS : �V EA SIDE r ti. (E) TILT -UP PANEL a' (E) FLOOR SWEAT" (E) TILT -UP PANEL (E) ROOF OR FLOOR SNEATNING NOTE: FIN PANEL NOT _r 16 11 o SWOM FOR CLARITY (E) 4x PER PLAN PROVIDE SOLID BLACKING, TRIM TO FIT WISPON NDIOA W/ (4) 7/6' DIA LAG BOLTS x 6' (E) WOOD LEDGER 2 1/2' EMBED MIN. TYP SEISNIC RETROFIT 7 SEISMIC TIES FOR NAILER @FLOOR 54.5 YNL 3/40 . p.p L O =2 Lu � E 3 Z -- SIM" LTT20B W/ 5/d' DIA 000 GROUTED BOLT SPACING, PER PLAN -- (E) WOOD LEDGER SEISMIC RETROFIT 8 WOOD TRUSS TO CONC. WALL 54.5 SCALE: 3/4' = P-0 w M010 �u KDIk� u NS uN L �. a 1/? MUD . nx rc° OtVAL SEISMIC RETROFIT 10 SE15MIC TIES FOR NAILER @FLOOR 51.5 SCALE 3/I' . I'd REMOVE (E) BOLTS FOR NEW PLATE AND REPRICE W/ 3/4' DIA (A325) BOLTS, REHOLE (E) PLATE FOR NEW BOLTS IF REO"D --}}• 11—x+ I t --.�}• - ._—_. ...,.�, .._.. ENGINEERING, t• 13456 5E 27TH PLACE, 4200 BELLEVUE, WA 980M PH: 425 614 - 0949 FAX: 425 614 - 0950 INFO_AUE@QWE5T.00M AUE #3180 REVISIONS N0. OESC111I 101 I CAR REC ER'ED ^m' �,� T! , A MAY 10 2004 fl&K"7 CaJ4rah ISSUE DATE: MAY 4. 2004 DRAWN BY: KCC CHECKED 8Y: OU PROJECT NUMBER: 20312 .. _ ,. ' . .. • .�.. ..r- w...� -.r.• .... «..�—... ...- ._w ».- r..r.. .,r..� .... - �... �.. .--• - M�....i► ..a...M +e. 7 r. '� i n.x y :� 7 .W:IM►W�rl 7i *f a. ......v. A. r.• Y .A, -!!�Y••iu! ...Y GE MOTES 1 ) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS AND THE STATE OF WASHINGTON. 2) ALL AIR CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P - TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES (TYPE "M" COPPER) SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING, AND UGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 5) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 6) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 7) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEIUNGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ("YOUNG REGULATORS (WITH BOWDEN CABLE SYSTEM), OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 8) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 10) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 11) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 12) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). t 3) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 14) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 15) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF SUBSTANTIAL COMPLETION. , 16) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC., OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HEUX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. j E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. C) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS: SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL. VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF 1" SOUNDLINED, OTHERWISE 1 THICK K = 0.23 O 75 DEGREES F. 2• SUPPLY AIR DUCTS IN NON HEATED SPACE; APPROXIMATELY 2" THICK K =0.23 O 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -7. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS NON- HEATED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. , 6. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR BARRIER JACKLT ASJ, 1 " THICK, K = 0.23 O 75 DEGREES F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDIVIDUAL HEAT PUMPS). 17) CONTRACTOR SHALL MAINTAIN SYSTEMS IN OPERABLE CONDITION TO MINIMIZE INTERRUPTIONS OF SERVICE DURING TIME OF CONSTRUCTION NOTIFY, THE ENGINEER /ARCHITECT 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 18) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 1997 UMC #608 IN SUPPLY DUCTS AS REQUIRED BY THE JUPISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT /CONTRACTOR PRIOR TO BIDDING /CONSTRUCTION). 19) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 20) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FLEE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ,ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. 21) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 22) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 23) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 24) MECHANICAL CONTRACTOR SHALL. PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 25) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR - BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT BALANCING REPORTS TO THE OWNER /ARCHITECT. 26) ALL NEW PENETRATIONS OR ABANDONED PENETRATIONS SHALL BE MADE WATERTIGHT. DISPOSE OF AND REMOVE ALL ABANDONED AND /OR EXISTING DUCTWORK, DIFFUSERS, GRILLES, ETC.. COORDINATE MECHANICAL DEMOLITION WORK WITH ARCHITECT PRIOR TO BIDDING /CONSTRUCTION. Iftm - 0 FIXTURE CONNECTION SCHEDULE DESIGNATION: ITEM: TRAP: WASTE: - VENT: CW: HW: DESIGNATIONe P 1 WATER CLOSET (PRESSURE ASST. FT) 3 4" 2" 1/2 zowl BUILDING P2 URINAL 2" 2 1 -1 /2" 3/4" - NAILOR P3 LAVATORY (COUNTER MOUNT) 1 1 1 12" 1/2 3001 P4 KITCHEN SINK (W /DISHWASHER) 1-1/2 2" 1-1/2 1/2 1/2 SINGLE DUCT / 6 P5 BAR SINK 1 -1 /2" 2" 1-1 1/2" 1/2 85 P6 DRINKING FOUNTAIN 1-1/2 1 -1 /2" 1-1/2" 1/2 1 /2" 240 P7 WATER CLOSET (FV) 3" 4" 2" i n 2.0" 2.0" HB -1 HOSE BIBB - _ _ 3/4 _ l (l) D1 FLOOR DRAIN 2" 2" 1 w - - NOTES: INC = 24 RADIATION NC = 35 NC = 27 (2) COORD. WITH MANUF. FOR MATCHING COILS TO REPLACE EXIST, NC = <20 INC = 21 SEE PLUMBING FIXTURE SCHEDULE IN SPEC. REMARKSe ( '( SELECTION. ( (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED FOR USE BY DISABLED PERSONS. (3) ALL FIXTURES SHALL COMPLY WITH LOCAL WATER CONSERVATION ACT REQUIREMENTS. CD CEILING DIFFUSER (4) PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. RETURN GRILLE ® EG EXHAUST GRILLE (5) NO UNDERGROUND WASTE PIPING LESS THAN 2 ". TOP WALL REGISTER /GRILLE 7 "" R DISTRIBUTION (OR) PLAN NOTE (1) SEE FLOOR PLANS FOR ACTUAL DESIGN AIRFLOW PER VAV BOX. (2) COORD. WITH CONTROLS MANUF. TO RE -USE EXISTING CONTROLS (ENERTEC -BAS) (3) COORD. WITH VAV MANUF. AND EXISTING CONTROLS MANUF. TO DETERMINE PREFERRED CONTROL SENSOR LOCATION, COORD. AT SITE TO DETERMINE RIGHT OR LEFT HAND CONFIG. sD PHASES (SEE SPECIFICATION SECTION 15000) f PHASE 1 TO INCLUDE ALL *SHELL AND CORE" MECHANICAL RETROFIT ITEMS INCLUDING: DEMO AND DISPOSE OF ALL EQUIPMENT TO BE REMOVED /REPLACED, DISPOSE OF PER APPUCABLE GUIDEUNES (CITY. STATE, EPA, ETC.) REPLACE EXISTING A/C CONDENSING UNITS PER SCHEDULE THIS SHEET INSPECT AND CHECK ALL AIR HANDLING BELTS, FANS, MOTORS, SHEAVES, DRIVES, BEARINGS, ISOLATORS, SEALS, GASKETS, ETC. AND SUBMIT DETAILED REPORT CLEAN AND FLUSH ROOFTOP BOILER, PUMPS AND HYDRONIC SYSTEM AND CHECK FOR ANY DEFECTS, RUST, CLOGS, CORROSION, ETC. AND SUBMIT DETAILED REPORT INSTALL NEW DUCT MAINS AS INDICATED ON PLANS. PATCH, SEAL AND INSTALL NEW CONNECTIONS AS INDICATED AND AS REQUIRED FOR A COMPLETE AIR TIGHT AND FULLY DUCTED SUPPLY, RETURN AND EXHAUST SYSTEM INSTALL RETURN DUCT TAPS WITH VOLUME DAMPERS AS INDICATED ON PLANS READY FOR FUTURE TENANT CONNECTION INSTALL NEW SINGLE AND DUAL DUCT VAV BOXES AS INDICATED AND MODIFY EXISTING HIGH PRESSURE DUCTWORK AS NEEDED TO ACCOMMODATE NEW VAV BOXES INSTALL NEW DX COOLING COILS IN AIR HANDLER TO MATCH DIMENSIONS, ROWS AND CAPACITY OF EXISTING COILS RESET AND REUSE EXISTING BAS CONTROLS FOR NEW SYSTEM, INSTALL NEW CONTROLS AS NEEDED FOR FULLY OPERATIONAL SYSTEM PREP AND REPAINT EXISTING AIR HANDLER CABINETS, COLOR TBD BY ARCH. REPLACE EXISTING COLD DECK CONDENSATE PAN kLL CONTROLS SHALL BE A PART OF PHASE 1 BUT TI WILL BE )ELIVERED DURING PHASES 2&3 AS NEEDED : :'ASE2 'RASE 2 TO INCLUDE ALL FIRST FLOOR "TI" INCLUDING WASHINGTON 'ITIES SPACE, TWO FIRST FLOOR TENANT SPACES, T'STATS do WIRE READY 'OR PHASE 3 AND PLUMBING UPGRADES INCLUDING: kLL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, :ONTROLS, ETC. kLL NEW AND REFURBISHED PLUMBING FIXTURES, NEW WASTEWATER/ /ENT UNES AS INDICATED ON PLANS, NEW HOT WATER CIRC. SYSTEM 4STALLATION OF COMMON AREA (HALLWAYS, ENTRY) SYSTEMS INCLUDING ILL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, ETC. !BASE 3: 'HASE 3 tO INCLUDE ALL SECOND FLOOR *TI" SPACES INCLUDING: LL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, *NTROLS, ETC. I I I w F ' L EXHAUST FA N SCHEDULE UNIT VAV BOX SCHEDULE EF -2 ZONE: DESIGNATIONe VAV -1 VAV -2 VAV -3 VAV -4 VAV -5 VAV- -6 zowl BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING MANUFACTURERe NAILOR NAILOR NAILOR NAILOR NAILOR NAILOR MODELS 3230 3230 3001 3001 3230 3230 UNIT TYPEMNIT SIZES DUAL DUCT / 7 DUAL DUCT / 6 SINGLE DUCT / 5 SINGLE DUCT / 6 DUAL DUCT / 8 DUAL DUCT 5 / REMARKS: 67 60 25 48 85 35 CFM (MAX)s 480 360 170 340 600 240 E.S "P. (MLET) 2.0 .2.0" BALANCING VALVE 2.0 2.0" 2.0" 2.0" E"S.P» (Mh .50" .50" =81 �LBS� .50" .50 _ .50 " .50 " DISCHARGE NC = 32 INC = 25 1 INC = <20 NC = 22 NC = 32 INC = 24 RADIATION NC = 35 NC = 27 (2) COORD. WITH MANUF. FOR MATCHING COILS TO REPLACE EXIST, NC = <20 INC = 21 N C = 37 NC = 25 REMARKSe ( '( SELECTION. ( ( (1)( 2)(3) (1 2 3 (1) SEE FLOOR PLANS FOR ACTUAL DESIGN AIRFLOW PER VAV BOX. (2) COORD. WITH CONTROLS MANUF. TO RE -USE EXISTING CONTROLS (ENERTEC -BAS) (3) COORD. WITH VAV MANUF. AND EXISTING CONTROLS MANUF. TO DETERMINE PREFERRED CONTROL SENSOR LOCATION, COORD. AT SITE TO DETERMINE RIGHT OR LEFT HAND CONFIG. sD PHASES (SEE SPECIFICATION SECTION 15000) f PHASE 1 TO INCLUDE ALL *SHELL AND CORE" MECHANICAL RETROFIT ITEMS INCLUDING: DEMO AND DISPOSE OF ALL EQUIPMENT TO BE REMOVED /REPLACED, DISPOSE OF PER APPUCABLE GUIDEUNES (CITY. STATE, EPA, ETC.) REPLACE EXISTING A/C CONDENSING UNITS PER SCHEDULE THIS SHEET INSPECT AND CHECK ALL AIR HANDLING BELTS, FANS, MOTORS, SHEAVES, DRIVES, BEARINGS, ISOLATORS, SEALS, GASKETS, ETC. AND SUBMIT DETAILED REPORT CLEAN AND FLUSH ROOFTOP BOILER, PUMPS AND HYDRONIC SYSTEM AND CHECK FOR ANY DEFECTS, RUST, CLOGS, CORROSION, ETC. AND SUBMIT DETAILED REPORT INSTALL NEW DUCT MAINS AS INDICATED ON PLANS. PATCH, SEAL AND INSTALL NEW CONNECTIONS AS INDICATED AND AS REQUIRED FOR A COMPLETE AIR TIGHT AND FULLY DUCTED SUPPLY, RETURN AND EXHAUST SYSTEM INSTALL RETURN DUCT TAPS WITH VOLUME DAMPERS AS INDICATED ON PLANS READY FOR FUTURE TENANT CONNECTION INSTALL NEW SINGLE AND DUAL DUCT VAV BOXES AS INDICATED AND MODIFY EXISTING HIGH PRESSURE DUCTWORK AS NEEDED TO ACCOMMODATE NEW VAV BOXES INSTALL NEW DX COOLING COILS IN AIR HANDLER TO MATCH DIMENSIONS, ROWS AND CAPACITY OF EXISTING COILS RESET AND REUSE EXISTING BAS CONTROLS FOR NEW SYSTEM, INSTALL NEW CONTROLS AS NEEDED FOR FULLY OPERATIONAL SYSTEM PREP AND REPAINT EXISTING AIR HANDLER CABINETS, COLOR TBD BY ARCH. REPLACE EXISTING COLD DECK CONDENSATE PAN kLL CONTROLS SHALL BE A PART OF PHASE 1 BUT TI WILL BE )ELIVERED DURING PHASES 2&3 AS NEEDED : :'ASE2 'RASE 2 TO INCLUDE ALL FIRST FLOOR "TI" INCLUDING WASHINGTON 'ITIES SPACE, TWO FIRST FLOOR TENANT SPACES, T'STATS do WIRE READY 'OR PHASE 3 AND PLUMBING UPGRADES INCLUDING: kLL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, :ONTROLS, ETC. kLL NEW AND REFURBISHED PLUMBING FIXTURES, NEW WASTEWATER/ /ENT UNES AS INDICATED ON PLANS, NEW HOT WATER CIRC. SYSTEM 4STALLATION OF COMMON AREA (HALLWAYS, ENTRY) SYSTEMS INCLUDING ILL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, ETC. !BASE 3: 'HASE 3 tO INCLUDE ALL SECOND FLOOR *TI" SPACES INCLUDING: LL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, *NTROLS, ETC. I I I w F ' L EXHAUST FA N SCHEDULE UNIT DESIGNATION: EF -1 EF -2 ZONE: TOILET RM ELEVATOR MANUFACTURER: 8ROAN BROAN MODEL: S90 1.250C TYPE: CEILING CEILING DRIVE: DIRECT DIRECT CFM: 90 250 E.S.P. (IN -H20): 0.10" 0.125" RPM: -- - - -- - - - -- HP €AMPSI: 10.501 1 1.1 1 VOLTAGE: 120 120 PHASE: 1 1 WEIGHT: 6.2 EA. RAIN LEADER REMARKS: (1)(2)(3)(5) (4) (1) CONTROLLED BY LIGHT SWITCH (2) SOURCE SPECIFIC FAN SHALL BE AMCA 210 OR HVI 916. (3) WITH BACKDRAFT DAMPER. (4) CONTROLLED WITH T'STAT FOR HEAT EXHAUST (5) FAN IN SERVER ROOM CONTROLLED BY T'STAT VENTLATION NOTES VENTILATION SUPPLIED VIA COLD AIR SUPPLY, MIN OUTSIDE NR PER WSW1Q 3270 CFM 14% Of TOTAL SUPPLY NR. VAV BOX MINIMUMS SET TO 14X OF TOTAL SUPPLY TO ENSURE MINIMUM SETTING COMPLIES WITH VENTILATION CODE COOLING COIL /CONDENSING UNIT SCHEDULE DESnIAnm CC- 1,2,3,4 CU -t CU -2 Zom BUILDING BUILDING BUILDING YAMWAC7'I�R� T8D CARRIER CARRIER � + TBO 8AK 3S034 38AKS034 �T� COIL RT. COND. COND. ATCl�IO AM MAIOLER II . SF-t (EXIST.) -- -- ��� � -- 370.0 370.0 C� 23 jjOTAQ -- -- PMA =L g wEIOHT (M)l M/PoYi -- CERTIFlGTIC)N PRCU;RAu vcQicv rr uAw it 10-1/13.1 HYDRONIC RETURN 10.1 13.1 OUTDOOR FAN (FLA) (TwO)l -- ' RL 6.2 EA. RAIN LEADER 6.2 EA. WIR RLA/LRAe -- U 106-5/506 ROOF DRAIN 106.5 506 MCAs -- �- 145.5 GATE VALVE 145.5 YOLTAOL __ -- 0 208 BALANCING VALVE 208 PMSL -- REM -- 3 PIPE FLEXIBLE CONNECTION 3 =81 �LBS� -- - "♦I� - 2100 UNION 2100 2 1 1 1 COORD. W /MANUF. FOR RECOMMENDED ACCESSORIES INCLUDING CRANK CASE HEATER, FILTER DRYER, HIGH /LOW PRESSURE SAFETY SWffCHES, LOW AMBIENT KR, AND WITH COMPLETE STANDARD FEATURES -T- Waco (2) COORD. WITH MANUF. FOR MATCHING COILS TO REPLACE EXIST, VERIFY EXACT DIMENSIONS AT SITE TO ENSURE NEW COILS FIT WITHIN EXIST. NR HANDLER, NEW COILS TO MATCH EXISTING IN PHYSICAL DIMENSIONS, CAPACITY, ROW DEPTH, ETC. CUSTOM FABRICATION MAY BE REQUIRED, COORD. WITH NR HANDLER (PACE) AND CONDENSER (CARRIER) MANUFACTURERS FOR PROPER COIL SELECTION. BID ALTERNATE CONDENSING UNIT SC HEWLE DE810NATIOIi cu -, Zia BUILDING Y~ACTIINEM CARRIER r��' 3a�w -osa Uwe COND. YATC1M AM HAILER. SF-1 COaM Mum 741.0 HOT WATER -- E.s.P. (N-IM)l -- EwEJtj 10.5 C01pRESSOR w RLAMA, 89.7 /446 Co1lRESSOR s Rt.A/LRAs 106.4 /506 NCAAWKWP' 246.4/350 vaTA41L 208 PMA =L g wEIOHT (M)l 4= ne�A cs. 1 UN RS SIZE EXCEED SCOPE OF ARI CERTIFlGTIC)N PRCU;RAu vcQicv rr uAw it (2) INCLUDE ALTERNATE IN BID TO INSTALL SINGLE 60 TON CONDENSER IN -LIEU OF TWO 30 TON UNITS, INCLUDE ALL COSTS ASSOCIATED WITH INSTALLATION INCLUDING ROOF CUTTING /PATCHING, STRUCTURAL UPGRADES, FAN /COIL INTERFACE, ETC. j 04 t IAPVAAI rjdlllllM `Ile Driftmier Amhie(A4 P. S. 7983 Leary Nap NE Redmond, WA 98052 (425) 881 -7506 mail@driftmier.com INSTRUCTION TO RS 1. IT IS MANDATORY FOR THE CONTRACTOR TO VISIT THE SITE AND REVIEW THE EXISTING SYSTEM AND CONDITIONS IN ORDER TO BID THIS PROJECT. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHAD. BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 5. BIDDING CONTRACTORS MUST BE CERTIFIED FOR WORK ON EXISTING BAS CONTROLS OR EMPLOY THE SERVICES OF A BAS CERTIFIED CONTROLS CONTRACTOR AT BIDDERS OWN EXPENSE. PLAN INDEX M -1 LEGEND SYMBOL ABBREVIATION DESCRIPTION P1 -- PLUMBING FIXTURE -- - - CW COLD WATER ---- HW HOT WATER --- -- N" HOT WATER RETURN u W WASTE, SANITARY y VENT --� �-- VTR VENT THROUGH ROOF -' CD CONDENSATE RETURN HYDRONIC SUPPLY - -F�- - -- HYDRONIC RETURN �R ` -- RELIEF ' RL RI RAIN LEADER G -" G NATURAL GAS U RD ROOF DRAIN Q OF OVERFLOW DRAIN �- -- GATE VALVE ---- -- BALL VALVE -- 0 -- BALANCING VALVE --- -- BUTTERFLY VALVE REM -- -- PIPE FLEXIBLE CONNECTION REUEF VALVE - "♦I� - -= UNION - PRESSURE GAUGE 0 FCO FLOOR CLEANOUT 0 GCO GRADE CLEANOUT -T- Waco WALL CLEANOUT Q T'STAT THERMOSTAT �� -- DUCTWORK WITH TURNING VANE -- FLEXIBLE CONN. --� VD VOLUME DAMPER ...... -- FLEXIBLE DUCT RIGID DUCT r7 ROUND SPIN -IN WITH V.D. CD CEILING DIFFUSER RG RETURN GRILLE ® EG EXHAUST GRILLE .. TWR /WC' TOP WALL REGISTER /GRILLE 7 "" R DISTRIBUTION (OR) PLAN NOTE FlRE QAMPER CFD CFD CEILING FIRE DAMPER SFD r2A� SFD COMB. SMOKE /FIRE DAMPER SD SD SMOKE DAMPER = FD [ ---w- AIR FLOW = 250 CFM 50 CFM MODEL DESIG. • A 2S -6X6 DGCHARGE TYPE = 2S , NECK SIZE = 6X6 OIJS DUCTWORK INSIDE JOIST DISC DUCTWORK INSIDE SOFFTT SUSPENDED CEUNG - - ODD - [ BACK DRAFT DAMPER t IAPVAAI rjdlllllM `Ile Driftmier Amhie(A4 P. S. 7983 Leary Nap NE Redmond, WA 98052 (425) 881 -7506 mail@driftmier.com INSTRUCTION TO RS 1. IT IS MANDATORY FOR THE CONTRACTOR TO VISIT THE SITE AND REVIEW THE EXISTING SYSTEM AND CONDITIONS IN ORDER TO BID THIS PROJECT. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHAD. BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 5. BIDDING CONTRACTORS MUST BE CERTIFIED FOR WORK ON EXISTING BAS CONTROLS OR EMPLOY THE SERVICES OF A BAS CERTIFIED CONTROLS CONTRACTOR AT BIDDERS OWN EXPENSE. PLAN INDEX M -1 GENERAL NOTES, SCHEDULE AND LEGEND M -2 PLUMBING PLAN M -3 HVAC PLAN -FIRST FLOOR M -4 HVAC PLAN - SECOND FLOOR M -5 HVAC -ROOF PLAN M -6 DETAILS fla SEPARATE PERMIT AND APPROVAL Abossein Engineering IrECW%Wk - aECIRICAI. nw RMCD - " 1844 114TH AVE. NE. EWWW, Wo. 98004 (4 462 -9441 FAX: 462 -9451 REVISIONS No. oESCRIPTION DATE J .,� CVVEO F , dc W11 s MAY 1 0 2(04 F TE: r: SH ear: PROJECT NUMBER: E 2308 REQUIRED SHEET NUMBER: M -1 OF 6 )g ,. '� 34... .'�i. ...,..w Y ..► .. .. . -..�.. .1..- r..wr- .w..1+wAr►rk•+ti� ,..,..,r��..R.f.�.�•M� M��..'!�.`Air .ww.' .'i�•.ai• t�q'� r r •.� « . ,. � •, 1` `;: /._ ...�1 .. y .:. .. :4 ' V �• '' o I 4 W l oft � 3 X 5 � tQ Oa u ¢ O REVISIONS No. oESCRIPTION DATE J .,� CVVEO F , dc W11 s MAY 1 0 2(04 F TE: r: SH ear: PROJECT NUMBER: E 2308 REQUIRED SHEET NUMBER: M -1 OF 6 )g ,. '� 34... .'�i. ...,..w Y ..► .. .. . -..�.. .1..- r..wr- .w..1+wAr►rk•+ti� ,..,..,r��..R.f.�.�•M� M��..'!�.`Air .ww.' .'i�•.ai• t�q'� r r •.� « . ,. � •, 1` `;: /._ ...�1 .. y .:. .. :4 ' V �• '' o I 4 I I ii II 7 e � 1 I I(I f f I APPROX. LOCATION OF 'EXIST. GRADE CLEANOUT - lip I I EXIST. 4 "0 SANITARY SEWER + i + � I o .� c t I 1 1 1 1 1 1 f 1 SAWCUT SLAB AS REQUIRED TO INSTALL NEW SANITARY SEWER PIPING, PIPING UNDER SLAB TO BE 2'0 MIN. —LOPE O 1 /4' PER FOOT (TYP.) ws EXIS 11AU TO CONNECTION V ow + COORD. AT SITE TO VERIFY EXACT LOCATION OF + POINT OF CONNECTION TO EXIST. SEWER I _ I ISTING RESTROOMS TO REMAIN, - PLACE FIXTURES WITH NEW ► EXTEND NEW VENT TO EXISTING { R PLUMBING FIXTURE SCHEDULE 4 "0 VENT TO ROOF OVER EET "M -1 " - - - - RESTROOMS, VERIFY SIZE OF --_.- 1 4 1 I I 4 " PS 1 20 93 - r 0 0010 DRAIN FOR FUTURE-- FEATURE P3 2" 71 P6 • li it I !I' WATER HI kTER SEE PLUMBING FIXTURE CONNECTION SCHEDULE i ON DECK V 1 " SHE 4,5 ET M- 1 FOR INDMDUAL CONNECTION SIZES, TYP. r , AT EXIST. WATER ji _ HEATER ON DECK ABOVE " . t 1 e _ I � DETAIL E /M06 FOR / Q • � ALLATION OF NEW RPBP p '� ri 1 AND PRV O Q ' ► - — c .75 . - - -- -- - - - - -- i i i 0.75' gs OF a IMAM 4 - -- i COORD. AT SITE TO CONNECT - — 4 j TO EXIST. HOT /COLD DOMESTIC 1, 0.5 I , •5 I ! ! WATER SUP ' ' EW HOT WATER CIRCULATING L P. ,�> 0. c + i INSTALL NEW PIPING AND CIRCL ING I 1 PUMP AT EXIST. WATER HEATER $EE H8- RECESSED HOSE IN ' 1 CIRC. PUMP SCHEDULE SHEET J1 FOR FOUNTAIN AND DETAIL "G /M6" "® ® - 1 1 ' 3 - - - -- -- - ---- -� - - - - - U=== - 1 i ` COORD. EXACT ROUTING WITH j 1i I STRUCTURES AT SITE, TYP. 1 FIRST FLOOR PLAN - PLUMBING se" vrwr Archie(A-s; P. S. 7983 Leary Inv NE Redmond, WA 98052 (425)881-7506 mail @driftmier.com Abossein X 5 t Y o Y O zi Archie(A-s; P. S. 7983 Leary Inv NE Redmond, WA 98052 (425)881-7506 mail @driftmier.com Abossein REVISIONS No. IMESC WTM DATE RE r CENED 'JTV ^ I= TI II I A MAY 1A2W4 PEKwlf T CEN T EF Engineering ,� DATE: DR vm 6Y: SH CHECKED 6Y: MEOWU — Eff CTKA FIR PWCU - " PROJECT NUMBER: pA 184 114TH AVE. NE. RATE ems, Wa. 98W4 23082 PERMIT AND fi QPROVAL (425) 462 -9441 t'. Qt IIRED FAX: 462 -9451 E SHEET NUMBER: 1 ■ ~ � M I i II 1 / N Oil 1 N J M p ~ - • ..• +►. ..« ... .. -...i , .«.♦ .. -. .qa ..• ••rDMrd.A. •a -♦ ~Y +- w....�.•IiNrl�.•r ► -. rM�y �.•+4UM �'.+.wf.�11��d` • . - .�.- w.Jn�y 1...1 �. .. ..w r a..•�+M+- i1Mwr. � . . w . «.. +..w ..w * .. - '�; .. . IS AV � OW nie Diiftlier 41 X 5 � Y o Y O zi X cc R REVISIONS No. IMESC WTM DATE RE r CENED 'JTV ^ I= TI II I A MAY 1A2W4 PEKwlf T CEN T EF Engineering ,� DATE: DR vm 6Y: SH CHECKED 6Y: MEOWU — Eff CTKA FIR PWCU - " PROJECT NUMBER: pA 184 114TH AVE. NE. RATE ems, Wa. 98W4 23082 PERMIT AND fi QPROVAL (425) 462 -9441 t'. Qt IIRED FAX: 462 -9451 E SHEET NUMBER: 1 ■ ~ � M I i II 1 / N Oil 1 N J M p ~ - • ..• +►. ..« ... .. -...i , .«.♦ .. -. .qa ..• ••rDMrd.A. •a -♦ ~Y +- w....�.•IiNrl�.•r ► -. rM�y �.•+4UM �'.+.wf.�11��d` • . - .�.- w.Jn�y 1...1 �. .. ..w r a..•�+M+- i1Mwr. � . . w . «.. +..w ..w * .. - '�; .. . IS AV � OW nie Diiftlier 41 Q B B G D 10 �J O __ I men TERMINATE BATHROOM EXHAUST AT LOUVERED ! GRILL IN EXTERIOR SOFFIT, MAINTAIN 3 ' ' ► MIN. FROM BLDG. OPENINGS THERMAL EXHAUST FROM ELEVATOR MACHINE 1 ROOM, TERMINATE AT LOUVERED GRILLE IN I ` EXTERIOR SOFFIT T= _ C TERMINATE THERMAL EXHAUST J TYP. FOR ALL - 7 AT LOUVERED GRILLE IN -- - ---- -- -- - ------ -- _ _ — - _____•_ EXTERIOR SOFFIT " - • ` _ _: � -- b D INSTALL NEW VAV BOX IN TENANT SPACE ��'�`•' '+�� *••�• _ + •...r. READY FOR FUTURE TENANT IMPROVEMENT $ e - I 1 _ I 150CFM - -N T r• ••••••••• ••••••• '_ !, �. 20 q '' f '" 1 UNDER SEPARATE PFRM(T TYP. - -- -- .� _ '' 12f1 r+ +F� . �:: ■ y. 125�� ' ''10"� ,Li AV_ 1 •- 8 *f ` '180CFM -E -N ? ) - _ J N 18MFM -E l p"o 180CFM -E 120CFM -E s 1000 11 -E _ I - RE� • • AV - CFM-E CFM -E V 2 25CFM -E _ _- I 1 _ '' { CFIN -E -N t-- ,/ .: E THERMOSTATICALLY CONTROLLED 000 I 6 • CFM -E N CFM -E -N ' EXHAUST FAN FOR HEAT EXH. 5,r_ look FROM SERVER ROOM 0 0 _ �__. I _ - -- __ - _- - __ -_ -- __�� --�- _�- � � 80 T- 1 F CUT EXIST. DUCT BACK AS `- _ i ' ..........� I ~ �� �� CFM -E -N NEEDED TO ALLO Roots i r _ ;o �� — r- - I �150CFM - 7 "�# 8 "� 14 i - \` " �} f � 7 "� G L } / I. I 170CFM A `��` ; --�- . { FOR NEW VAV BOX INSTALLATION too ME ........ 0 • . 0 r' - 50GFIrl- •• + n ('•) CFM -A . - _ --- K �1_.__ 14 "s I 1 I I •••• ._ - 6 "� - - - _ - --�� - O.-. -_ I G EXIST RETURN DUCT, EXTEND MAX. DIST. POSSIBLE TRANSFER 'e , , w NEW SECTIO " r" I ! t _ .12` ..._. TRANS TO SMALLER SIZES AS NEEDED, SIZES GRILLE, TYP. _ 1 �s 6 TO UAL - �.= Q ♦ I _ AV -4 AV 3 t - r w • , ' w o w " " U ' CFt�F -A � ' SOCFM -A _ � � - ..-, 4 • u ... # -I .�� � - : l - -T=-;. INDICATE MIN. SIZE REQUIRED, SEE DETAILS AdcB M 6 6* _- ; - - .�...� -_ - �; .� 170 -- - 50CFM -A °0 � - -- _ / i - —71 FM- i I •• " �.w/ 140CFM -A ► ; I Anona X . �. 1 i H ROUTE NEW RIGID RETURN DUCT MAX. DIST. POSSIBLE, 1 701M 6 Q ,, I CFM - - TRANS. TO FLEX AS NEEDED TO CLEAR OBSTACLES. I 170CFM - CFM -A I 5 fi C0 •• KEEP DUCT RUNS AS STRAIGHT AS POSSIBLE _ 50CFM - A 1 , _I _ - � - � ( " ......� ALL SPACES -' " - ► � � - � - - _� 1470 � I RETURN DUCT TO TENANT SPACE, ........... •••••• ; .. _ .. 7 I I 2X1 `� � � �-- D - I SHALL HAVE FULLY DUCTED RETURN, TYP. C ' I - 355CF M -D ' - _- -- ,� w E EA MON a r - -- - -- -- ' -- 5t�GF'M -A - ,,,,,, TYR. _ - - 120 O �/ EF -1 _� 1 C FM-- - -- - -- - _ ___ ___ . J ALL ENCLOSED SPACES OFFICES, ETC.) TO HAVE DUCTED R fL -- w � - f _ _ u = -�.. - -- 240UM--F - - .__ - - - _..._ _- -- _- _- A 4 RETURN BACK TO MAIN RETURN DUCT, BALANCE RETURN - . f.4. .. 1 170 ! AIR EQUAL TO SUPPLY AIR TO SPACE. RN T ao� • o. 100CFM- • `•. " 355 • ! • " " PER AIR DIST. SCHEDULE TO MATCH RETURN GRILLES 0 i ! VIM_ BE TYPE C OR ID • ; 10 • �. AV -4 6 T-10 • _ �nr� ! • a I - •• `: 1 1 _ CLG. TYPE WHERE INSTALLED. . I I' I� c i T r 1 1 i t I. 4- i FIRST FLOOR PLAN . IWVer- aw -4ww' I i r ' ! I I , ( i 1 f i fi NOTE: ALL SUPPLY, RETURN, RELIEF AND EXHAUST DUCT CONNECTIONS MUST EXTEND TO TERMINATION BELOW CLG., NO DUCT TERMINATION ALLOWED ABOVE CLG. AND CEILING RETURN AIR PLENUM IS NOT ALLOWED B K CREATE SHEET METAL PLENUM AT BOTTOM OF RETURN AIR D j OPENING FULL SIZE OF OPENING X MAX. DEPTH POSSIBLE FOR RETURN CONNECTIONS f TYP. I , f i L INCLUDE +\- 50' OF T'STAT WIRE FOR FUTURE TI, TYP. FOR ALL ' I i M SEE SCHEMATIC MECH. DECK PLAN SHEET M -6 i I I N DESIGN BASED ON "UNSEEN CONDITIONS" COORD. AT SITE TO CONNECT I EXIST. RETURN DUCT TO EXISTING DUCT THRU MECHANICAL --} I DECK FLOOR. USE RIGID DUCT WHERE POSSIBLE TRANS. TO FLEX I DUCT AS NEEDED TO ROUTE AROUND STRUCTURE /OBSTACLES, KEEP . FLEX DUCT LENGTH AS SHORT AS POSSIBLE. TWO 22 MINIMUM I r DUCTS REQUIRED FOR CONNECTION TO EXISTING DUCT TO MECHANICAL I DECK TO MAINTAIN AIRFLOW, SEAL ALL CONNECTIONS AIR TIGHT. CONNECT EXIST. RETURN DUCT TO EXISTING DUCT THRU MECHANICAL I I DECK FLOOR. USE RIGID DUCT WHERE POSSIBLE TRANS. TO FLEX DUCT AS NEEDED TO ROUTE AROUND STRUCTURE /OBSTACLES, KEEP _ I FLEX DUCT LENGTH AS SHORT AS POSSIBLE. 20 " • MINIMUM DUCT REQUIRED FOR CONNECTION TO EXISTING DUCT TO MECHANICAL DECK TO MAINTAIN AIRFLOW, SEAL ALL CONNECTIONS AIR TIGHT. p TRANS. DUCT TO CLEAR STRUCTURE AS NEEDED, TYP. ' Q OFFSETS MAY BE SHOWN FOR DWG- CLARITY, KEEP ALL DUCT .: RUNS AS STRAIGHT AS POSSIBLE, OFFSET AS NEEDED TO CLEAR STRUCTURE /OBSTACLES. TRANS. UNDER STRUCTURE AS NEEDED. s COORD. DUCT INSTALLATION AT SITE TO ENSURE CLEARANCE FOR SCREEN 1 T SEE RETURN SYSTEM ISOMETRIC RISER, SHEET "M -6" i NOTE: SEE "BID PHASES" NOTE ON SHEET M--1 FOR SCOPE OF WORK TO BE DONE Abossein Engineering 1 1 1 t AIR DISTRIBUTION Iw I •� cu - Mm SCHEDULE 1844 114TH AVE. NE. TYPE DESCWT10N 1 CFM BECK SIZE TITUS MODEL REMARK$ ►, A T -BAR DIFFUSERS , PER PLAN PER BELOW TMSA ADJUSTABLE BLADES , B SOLID CEILING DIFFUSERS PER PLAN PER BELOW TMS , C CLG. RETURN EXH. GRILLES PER PLAN PER BELOW 5OF3 D T -BAR RETURN EXH. GRILLES PER PLAN PER BELOW 5OF3 , ADJUSTABLE BLADES E do E -N , ,LINEAR SLOT PER PLAN PER BELOW K -75 -2 KEES BRAND, N =CROSS NOTCH F do F -N LINEAR SLOT PER PLAN PER BELOW , K -100 -2 KEES BRAND, N =CROSS NOTCH DUCT SIZE TIE A� !�lEDMO TI�UTIOM NECK NECK NECK SIZE ROUND CFM MIN. CFM MAX TYPE- A TMSA TYPE- B (TMS) TYPE- - C D 50F3 4 " 0 35 6 RD 6 "RD 6 X 6 5 " 36 60 6 "RD 6 "RD 6 X 6 6" 61 95 6 "RD 6 RD 6 X 6 7 96 145 6 "RD 6 "RD 8 X 6 8" 146 200 8 "RD 8 "RD 10 X 6 9" 201 280 8 RD 8 RD 10 X 6 10" 281 380 10 "RD - - - -- 12 X 10 12" 381 600 12 "RD - - - -- 18 X 10 14" 601 900 15 "RD - - - -- 24 X 12 16 a 901 1300 - - - -- ----- 24 X 18 18 1301 1 750 ----- 24 X 24 20 1751 2300 - - - -- -- 24 X 24 NOTES: 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE TITUS OR EQUAL UNLESS NOTED OTHERWISE. 2) CD= CEILING DIFFUSER, RG =RETURN GRILLE, TG= TRANSFER GRILLE. 3) FASTENING METHOD SHALL BE AS SELECTED BY ARCHITECT AND SHALL BE COMPATIBLE WITH THE WALL OR CEILING STRUCTURE THAT IS BEING INSTALLED TO. i r ' ! I I , ( i 1 f i fi NOTE: ALL SUPPLY, RETURN, RELIEF AND EXHAUST DUCT CONNECTIONS MUST EXTEND TO TERMINATION BELOW CLG., NO DUCT TERMINATION ALLOWED ABOVE CLG. AND CEILING RETURN AIR PLENUM IS NOT ALLOWED B K CREATE SHEET METAL PLENUM AT BOTTOM OF RETURN AIR D j OPENING FULL SIZE OF OPENING X MAX. DEPTH POSSIBLE FOR RETURN CONNECTIONS f TYP. I , f i L INCLUDE +\- 50' OF T'STAT WIRE FOR FUTURE TI, TYP. FOR ALL ' I i M SEE SCHEMATIC MECH. DECK PLAN SHEET M -6 i I I N DESIGN BASED ON "UNSEEN CONDITIONS" COORD. AT SITE TO CONNECT I EXIST. RETURN DUCT TO EXISTING DUCT THRU MECHANICAL --} I DECK FLOOR. USE RIGID DUCT WHERE POSSIBLE TRANS. TO FLEX I DUCT AS NEEDED TO ROUTE AROUND STRUCTURE /OBSTACLES, KEEP . FLEX DUCT LENGTH AS SHORT AS POSSIBLE. TWO 22 MINIMUM I r DUCTS REQUIRED FOR CONNECTION TO EXISTING DUCT TO MECHANICAL I DECK TO MAINTAIN AIRFLOW, SEAL ALL CONNECTIONS AIR TIGHT. CONNECT EXIST. RETURN DUCT TO EXISTING DUCT THRU MECHANICAL I I DECK FLOOR. USE RIGID DUCT WHERE POSSIBLE TRANS. TO FLEX DUCT AS NEEDED TO ROUTE AROUND STRUCTURE /OBSTACLES, KEEP _ I FLEX DUCT LENGTH AS SHORT AS POSSIBLE. 20 " • MINIMUM DUCT REQUIRED FOR CONNECTION TO EXISTING DUCT TO MECHANICAL DECK TO MAINTAIN AIRFLOW, SEAL ALL CONNECTIONS AIR TIGHT. p TRANS. DUCT TO CLEAR STRUCTURE AS NEEDED, TYP. ' Q OFFSETS MAY BE SHOWN FOR DWG- CLARITY, KEEP ALL DUCT .: RUNS AS STRAIGHT AS POSSIBLE, OFFSET AS NEEDED TO CLEAR STRUCTURE /OBSTACLES. TRANS. UNDER STRUCTURE AS NEEDED. s COORD. DUCT INSTALLATION AT SITE TO ENSURE CLEARANCE FOR SCREEN 1 T SEE RETURN SYSTEM ISOMETRIC RISER, SHEET "M -6" i NOTE: SEE "BID PHASES" NOTE ON SHEET M--1 FOR SCOPE OF WORK TO BE DONE Abossein Engineering rApr rA01111111NM Tile DHftnidler Amhieet.s; P. S. 7983 Leary Nay NE Redmond, 11A 98052 (425)881-7506 mail @driftmier.com KC�M ,y II ��. � ,/ G �,' I `r II — ELEC1i�CAl. Iw I •� cu - Mm SEPARATE 1844 114TH AVE. NE. PERMIT AND x Bellevue, w a. 98004 APPROVAL OQ (425) 462 -9441 REQUIRED FAX: 462 -9451 rApr rA01111111NM Tile DHftnidler Amhieet.s; P. S. 7983 Leary Nay NE Redmond, 11A 98052 (425)881-7506 mail @driftmier.com REVISIONS N0. oATE RECENED rm' "F T+)I(Wo e MAY 1 0 2M otmmi ;e",� . Ec. ISSUE DATE: Dw►wm eY: SH CHECKED BY: PROJECT NUMBER: 23082 SHEET NUMBER: M -3 of s . . — ... .. _ �c:. a �. w.4 ♦ +a+�+,+�r� �-� • � . �• �..s ', w � ... . r +.y.�.r. '.:1� ... � •►...r.' wi.:i►w.%.+>� +• , ..r.r...gY•i*.- t.�+�+.wwiw �+•wlrr��►!/►•�i.L • ,..'a.. r .44 �. � * ✓`:.. . w.. wiij... ' . y � .... ~: ' � ,.y .M,,, . .,; +.� - x 5 OQ p Z Z n Q c REVISIONS N0. oATE RECENED rm' "F T+)I(Wo e MAY 1 0 2M otmmi ;e",� . Ec. ISSUE DATE: Dw►wm eY: SH CHECKED BY: PROJECT NUMBER: 23082 SHEET NUMBER: M -3 of s . . — ... .. _ �c:. a �. w.4 ♦ +a+�+,+�r� �-� • � . �• �..s ', w � ... . r +.y.�.r. '.:1� ... � •►...r.' wi.:i►w.%.+>� +• , ..r.r...gY•i*.- t.�+�+.wwiw �+•wlrr��►!/►•�i.L • ,..'a.. r .44 �. � * ✓`:.. . w.. wiij... ' . y � .... ~: ' � ,.y .M,,, . .,; +.� - 00 o -- e --- 0 --- 0 o -- o -- 0 0 0 SECOND FLOOR PLAN - NvAc acwm.ft vary -w r A4 r�M T OA INCLUDE + \- 50' OF 1'STAT WIRE FOR FUTURE TI, TYP. FOR ALL The CAP ENDS OF EXISTING ECONOMIZER RELIEF DUCTS NR TIGHT, l�l CONNECT TO EXIST. RETURN NR DUCTS AS INDICATED WITH W � MIN. 24'0 DUCT. COORD. EXACT DUCT CONNECTION Awh#P(As; P LOATIONS AT SfTE, TRANS. TO FLEX AS REQUIRED TO CLE4R w7 STRUCTURE /OBSTACLES KEEP DUCT RUNS AS SHORT AND STRAIGHT AS POSSIBLE O E CONOM I ZER RELIEF AIR DUCTS AND FANS TO RE MAI N , 7983 Leary Way NE ZZ EXTEND DUCTS TO CONNECT TO RETURN NR SYSTEM ASIpj 9 INDICATED Redmond, 11A 98052 0 OUTLINE OF EXIST. UNIT ON ROOF � � (425)881- 7506 _ cl ' O NEW RETURN AIR ouct ABOVE coRRIooa cLc.; TRANS As mail@driftmier.com NEEDED To CLEAR oesrAc�s/oesrRUC„oNS. DUCT OPENINGS TO REMAiN OPEN TO PLENUM WRING REMODEL DUCT TO BE SEALED NR TIGHT DURING 'fl' PHASE MYTH EACH TENANT ROUTING DUCTED RETURN TO AWN TAP SUPPLIED. TENANT RETURN TO BE BALANCED TO MATCH TAT�I M ISM v •� Tn nn�n� — OTAL SUPPLY AIR TO SPACE , F "MECHANICAL DECK ", SEE SHEET "M -6" FOR ADDITIONAL WORK IN THIS AREA G EXTEND EXISTING RETURN AIR OPENING MIN. 2' AND SEAL OPENING AIR TIGHT, INSTALL TWO NEW 22 "0 RETURN AIR CONNECTIONS WITH VOLUME DAMPER FOR FUTURE TENANT CONNECTION H EXIST. COOLING DISCHARGE TEMP. SENSOR, VERIFY , 4 I TENANT SPACES TO WEST OF GRID LINE I TO EXTEND AND CONNECT RETURN DUCTS TO NEW 22 "0 RETURN AIR CONNECTIONS CONNECT EXISTING HOT AND COLD DECK RETURNS WITH MIN. 24 "0 DUCT IN THREE PLACES AS INDICATED. COORD. EXACT CONNECTION LOCATIONS AT SITE, TRANS. TO FLEX DUCT AS REQUIRED TO ROUTE AROUND STRUCTURE /OEWTACLES. KEEP DUCT RUNS AS SHORT AND STRAIGHT AS POSSIBLE K SEE RETURN SYSTEM ISOMETRIC RISER, SHEET "M--6" ) r SEPARATE PERMIT AND APPROVAL RE(IUIRED O � E F 6 H , � I i i I 11 Fw ,• 0 Abossein Engineering MECWWA - UfCW" 1844 114TH AVE. W. 8d*na Wo. 98004 (425) 462 - 944 1 FAX: 462 -9451 E-W 4en-- -s oaan.00i I REVISIONS No. oESCtaw DATE "nti n�»�cMm e MAY 10 2004 "e►uiMT CENTEk DATE: ffWN BY: SH CKCMo .Y: PROJECT NUMBER: 23082 SHEET NUMBER: M -4 of s ... � • ... �. -�•rr •.�r.+.r% .. �r. r...... wlw ..ri►�w�tir...r..Y+.• �.•++..+ +M.MM�.7� �•►�.•�1�.�►.. � �� � �•� ' • t!r - . �.. . k .4. .. . , W � 3 x 5 ui uj ZZ Q � W W cl C4 cn REVISIONS No. oESCtaw DATE "nti n�»�cMm e MAY 10 2004 "e►uiMT CENTEk DATE: ffWN BY: SH CKCMo .Y: PROJECT NUMBER: 23082 SHEET NUMBER: M -4 of s ... � • ... �. -�•rr •.�r.+.r% .. �r. r...... wlw ..ri►�w�tir...r..Y+.• �.•++..+ +M.MM�.7� �•►�.•�1�.�►.. � �� � �•� ' • t!r - . �.. . k .4. .. . , O .E F O � H O . o �o 0 NOTE: SEE SCHEDULE SHEET *M- 1 FOR BID ALTERNATE TO INSTALL SINGLE 60 TON CONDENSING UNIT IN-LIEU OF TWO UNITS SHOWN. 0 - - 0 - - o - - o - - NOTE OR SRC. SECTION ISM AM C=7=7= PUSIN MOTE (N SIEET gwr � r' 4 Abossein mtow" - mumm FEE mmm - Mw 1844 114TH AVE. NE. Bellevue, Wd. 98004 (425) 462-9441 FAX: 462-9451 E-ft g---e- - 1111 1 En gineering msm � TE: ii FDmOtA*vW ley: SH I I I CKICKED W: I SEPARATE PERMIT AND APPROVAL RFQt►jRfD r Driftmier Amb1t2Ct.5, P. So 7983 Leary Way NE Redmond, 1fA 98052 (425) 881-7506 mail@driftmier.com REVISIONS ou '111 1 DATE RECEWD rM rF Tt,'I<Wl A MAY 10 2004 I PROJECT NUMBER: L 1 : 23082 SHEET NUMBER: F IM-5 OF 6 1 10 -4 3 �O 5 OQ � O ui � O 2Z ° W 3 N REVISIONS ou '111 1 DATE RECEWD rM rF Tt,'I<Wl A MAY 10 2004 I PROJECT NUMBER: L 1 : 23082 SHEET NUMBER: F IM-5 OF 6 1 10 -4 011 1^'r \ I A%/ Mr- Ll^lr i 1r A e% REQ. TO RET. DUCT EXTENSION DETAIL /g' ro � M06 RET. PLENUM DETAIL NO � M06 RET. DUCT EXTENSION DETAIL No SCALE PRESSURE RELI VALVE PRESSURE GAUGE --� PRESSURE REDUCING PERMISSIBLE TO INSTALL NEW PRV ON VERTICAL VALVE PORTION OF PIPE (VERIFY W /MANUFACTURER) a INDICATES o DIRECTION OF FLOW a, it •• r Owl OF FWW Co GATE VALVE (TYPICAL) N EXACT WATER `' ''" � -- - � 1 K ✓ 1 PRESURE TO BE VERIFIED `� REMOVE EXIST PRV., INSTALL AT SITE. J NEW RPPA AND PRV PER DETAIL r 100 PSI SIN. 42w%c" of n w l k IAX. SUPPORT FLOOR > v r% t-^ urn nrr%.r vi.w . 1 1'%L-% i TO EXIST. FLOOR SINK STATE APPROVED REDUCED PRESSURE 1 PRINCIPAL ASSEMBLY AND STRAINER. 1 VERIFY REQUIREMENTS PRIOR TO BID J \ AND CONSTRUCTION. r-'' BLDG. BFP/PRV & SHUT -OFF VALVE - D ' ETA L E 40 NO SCALE HW EXIST PIPING cw >- T � THERM- X- TROL -5T -5 � EXPAN510N TANK I O (OR EQUAL) VERIFY AND INSTALL AS NEEDED 1 � NEW PUMP AND CHECK VALVE N�GK VA TO BE INSTALLED . I/2" HWR afl , *-j i/" WCP -1 1 VERIFY AND STRAP WATER HTR. INSTALL SEISMIC BRACING AS PER U.P.C. - 510.5. REQ'D BY U.P.C. - 2000 - 510.5. (MIN. 20 GA. STRAP) PRESS. RELIEF VALVE HH_I / � —FULL SIZE DRAIN RELIEF TERMINATION Ow+iN VA. AS INDICATED ON PLANS EX WATER HEATER DETAIL a t• EXTEND EXIST DUCT FULL SIZE, TAP NEV RETURN BRANCHES AS SHOWN ON PL-AI I RET. DUCT EXT ENSION DETAIL ENCLOSING EXISTING OPENING -' — -' — EXIST. COLD DECK RETURNS 24 "0 FLEX DUCT, ROUTE AROUND SUPPLY DUCT /STRUCTURE TO 1 I I CONNECT NEW PLENUMS TO in 1 L — J I MAINTAIN SYSTEM BALANCE a ' NEW 24 "0 DUCT, CONNECT TO ADJACENT RETURN RISER IN MECH. DECK .No SCALE M 0 6 NEW RETURN SECTION, EXTEND DOWN TO EXIST. OPENING THRU FLOOR, 24X20 MIN. EXTEND FLOOR OPENING WITH SHEET METAL DUCT RET.PLENU DETAIL. KH UP TO BOTTOM OF PLENUM, SEAL AIR TIGHT, COORD. AT SITE TO ENCLOSE DUCT OPENING WITHOUT REMOVING ,NO SCALE 06 NEW SHEET METAL PLENUM EXISTING PIPING (SEE DETAIL "H" THIS SHEET) EXIST. SUPPLY � F DUCTS \I 1 it CREATE PLENUM MAX. DEPTH POSSIBLE BEHIND EXIST. PIPE, BLANK OFF BEHIND PIPE REMOVE TOP OF RETURN AIR BOX, ATTACH NEW DUCTWORK, EXTEND UP TO NEW RETURN PLENUM AT CLG., STRAP PER SMACNA REMOVE GRILLE AND PATCH AIRTIGHT KITH SHEET METAL ,r LA- pG O n O� ?4+ N bt • � b �� '.• • '•.••.••.•• '•. I _ �. \S� .••'••• a••'• '•'' .c ' ♦• • ■ •• C114 w 1 •• ••�i 4 �, •••••..•••,. +•••�. ., 4 •�• ••• 40�7 • NEW ROUND RETURN 'L�i y, 1 '••'$ DUCT, TYP. \S ��i 1 l • ••'•�+ • co 1 tl► 00 0 000 ,�.•••' NEW RETURN e j 000* C) RISER ON �.},\`�0 �,�, !f► ••.••• MECH. DECK, : ♦ ` a6�' ••.• +- SIZE PER , ; •'••.• EXIST. DUCT EXIST. ECONO, RELIEF (EXH.) DUCT, TYP. bt EXIST. RETURN DUCT, TYP. 9 loo'00119 .• �►��' NEW CONNECTION TO DUCT 7HRU FLOOR OF MECH. DECK RET./EXH, SYSTEM ISOMET RISER DIAGRAM No SCALE � • v 4 � L _ J � EXTEND FLOOR OPENING WITH SHEET METAL DUCT UP TO BOTTOM OF PLENUM, SEAL AIR TIGHT EXIST. HOT DECK RETURN I � NEW SHEEP METAL PLENUM ENCLOSING EXISTING OPENING SCHEMATIC MECH. DECK PLAN No SCE 7ma 014M ha" sole by ft PUM Works Department f o r m oraormarim wrth Current st2nf- -;;.. acceptance Is subject to :rrors and ssi z �o not authoriz . of edc— or ordirwices. 1 4. :..aty rem /� eQ :,, .... .;;, a r of revls .' t. appro L _,...., ;Ence is to flela Insp.,•ctton d the Nuvic Works Irspector O�la: B!►: C4 1 0 10 I . 4 , rjor 4 AII rya 7 he jjriftmier Architeets, P. S. 7983 Leary Nay NE Redmond, WA 98052 (425) 881 -7506 mail @driftmier.com s t r . .y i t i REVISIONS W. I DESCRIPTION I DATE 2 BLDG. PERMIT REV. 05/05/ RECEIVEr r'Irl' r F T1 - w 'AM • MAY 10 2004 0T CENTF& Abossein Engineering ISWE " DRAwN eY: SH L CHECKED 9Y: kcaw IGIL - QECTRM F9 PoTECO - Dr PROJECT NUMBER: 1844 114TH AVE. NE. SEPARATE Bellevue, Wa. 98004 23082 PERMIT AND (425) 462 -9441 APPROVAL F AX: 462 -9451 SHEET NUMBER: REQUIRED E -m* .cam M -6 OF 6 44 8 /io /oa — J f �K/11 AP%r 0%r . . -.. ..M W waft 3 �O g Z � O Z a X� R REVISIONS W. I DESCRIPTION I DATE 2 BLDG. PERMIT REV. 05/05/ RECEIVEr r'Irl' r F T1 - w 'AM • MAY 10 2004 0T CENTF& Abossein Engineering ISWE " DRAwN eY: SH L CHECKED 9Y: kcaw IGIL - QECTRM F9 PoTECO - Dr PROJECT NUMBER: 1844 114TH AVE. NE. SEPARATE Bellevue, Wa. 98004 23082 PERMIT AND (425) 462 -9441 APPROVAL F AX: 462 -9451 SHEET NUMBER: REQUIRED E -m* .cam M -6 OF 6 44 8 /io /oa — J f �K/11 AP%r 0%r . . -.. ..M TRENCH WIDTH E� SCALE: NOT TO SCALE VEHICLE ACCESS SIDE III 6" MIN 24" MIN SPOILS PIL FINAL GRADE - � 'I - I COVER YELLOW WARNING ��24 MIN Dr TAPE 3 CLEAN BACKFlLL off 1111 zi r=-1 I F SCHEDULE 40 WC CONDOR i� TRENCH DETAIL 4` DIA ALUMINUM POLE (BLACK) TOP VIEW az:El 400 WATT HPS LAMP IN RECTILINEAR CUTOFF LUMINAIRE. (SEE SITE PLAN FOR REFLECTOR PATTERN. I.E.: TYPE IV, TYPE V. ETC) i h h U :. FOR LOCATIONS, SEE S(TE PLAN: E -o PARKING LOT LIGHT -22 HT. STAN om PARKING AREA POL LIGHT SCALE: NOT TO SCALE 3 E1 FUWDHOLES 3 / 4" BASEPUTE W/ AGROUND LUGS =' I CHAMFER ANCHOR BOL 99k ED FlN R n FINISH GRADE (4) #5 VERT. BARS W/(3) #3 TIES 200.C. AT TOP REST OF #3 '! � TIES AT 12 O.C. TO _ j' BOTTOM OF BASE. - II 2500 PSI CON . - -� BASE AGAINST - - UNDISTURBED OR COMPACTED SOIL MOUNT POLE AFTER CONC. HAS CURED 18" a►sE DETAIL VERIFY WITH STRUCTURAL ENGINEER PARKING AREA POLE B ASE SCALE: NOT TO SCALE 0 q FLAG NOTES: NEW LIGHT FIXTURE TYPE GARDCO GULLWING JG18- 1- 4XL /Q- 400HPS- 120- BLPSQPTF. 20' SQUARE POLE (SEE SITE DRAWING FOR OPTIC DISTRIBUTION) (1) 3/4 "PVC SCHEDULE 40 CONDOR WITH (3) X10 AWG CU. THHN CONDUCTORS. TIE NEW CONDUCTORS INTO EXISTING CIRCUIT PNL A -37. INSTALL ADOfTIONAL 20 AMP, 208V PARKING LOT CIRCUIT. FIELD VERIFY CIRCUIT NUMBERS. REMOVE EXISTING LIGHT FIXTURE AND BASE. DISPOSE OF FlXTURE AND BASE. CUTOFF CONDUITS BELOW GRADE AND BACKFlLL. REMOVE A TOTAL OF (5) LIGHT FIXTURES AND ALL CONDUIT MOUNTED ON PARAPET WALL. SEAL UNUSED OPENINGS. ONE (1) LIGHT FIXTURE LOCATED ON THE NORTHEAST CORNER TO REMAIN. REPLACE EXISTING OUTDOOR LIGHTING TIMER WITH NEW TORK TYPE #DZS400A OR EQUAL. REPLACE LIGHTING CONTACTOR AND REWIRE ALL CIRCUITS AS NECESSARY. (1) THHN CONDUCTORS. CONDUIT WITH (5) X10 NEW BACK UP GENERATOR. ELECTRICAL CONTRACTOR SHAH. SIZE PER OWNER REQUIREMENTS AND INSTALL NEW FEEDER AS NECESSARY. u ROUTE NEW CIRCUIT BACK TO PANEL W4 LIGHTING CONTACTOR AND TIMER. COORDINATE TIMER PROGRAMMING WITH OWNER. I / BID ALTERNATE #E1 IV SEPARATE PERMIT AND APPROVAL REQUIRED Abossein Engineering MECWWIGL - EIECTRICAI FNtE PRO1EC110N - DM 1844 114th AVE. NE Bellevue, Wu. 98004 (425) 462 -9441 FAX: 462 -9451 E-Yd: gen�.cam It ........ ♦ ti ..�,..e�.w.. -.w ...- .»rr+.•�.....►.... .... �..r.- .. +r.�. r +. %d•►— +i'i..: ++-�..... 4 � � , �. i. - I�.. �.+IroM�•r►,.��+SI +1►. •M A LI" ` .., -..►+. ........�.. ,...,+► r.w.►,•r., "1- P' + •�M1 �' �r..� ..rr+lY.ra s,r' ...,' i P �, L► QENFRA NOTES: 1) ELECTRICAL CONTRACTOR SHALL CALL UNDERGROUND UTILITY LOCATORS PRIOR TO TRENCHING AND EXCAVATING TO LOCATE ALL EXISTING UNDERGROUND UTILITIES TO AVOID ANY CONFLICT. 2) ALL EXISTING UNUSED CONDUIT SHALL BE REMOVED TO A MINIMUM OF 24" BELOW GRADE. ' 3) ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE CUTTING, TRENCHING AND BACKFlLL WORK. ASPHALT WORK IS NOT PART OF THIS CONTRACT. 4) ELECTRICAL CONTRACTOR MAY USE EXISTING CONDUITS WHERE POSSIBLE. FIELD VERIFY CONDUIT ROUTING PRIOR TO BID. 5) ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COST TO BUILD POLE BASE PER DETAIL 3 /E1. 6) ELECTRICAL CONTRACTOR SHALL CONVERT PARKING LOT LIGHTING TO 208 VOLT IF NECESSARY. PLAN INDEX= E1 ELECTRICAL SITE PLAN E2 SITE PHOTOMETRICS RECENEO COY nF TI WWII A MAY 1 0 2004 PERMIT CENTER 10 NEW MONUMENT SIGN AND LIGHT FIXTURES. ROUTE NEW CIRCUIT BACK TO PANEL VIA LIGHTING CONTACTOR AND TIMER. COORDINATE TIMER PROGRAMMING WITH OWNER. a� orrs d 10 04 w c� F � z z � � c�q M cn Z w F CIO Z a � E� E-=4 U w W w a x w Revisions: Z� 0 Z� Job No.: 23082 Dote: 5/3/04 E I (OF 2) It ........ ♦ ti ..�,..e�.w.. -.w ...- .»rr+.•�.....►.... .... �..r.- .. +r.�. r +. %d•►— +i'i..: ++-�..... 4 � � , �. i. - I�.. �.+IroM�•r►,.��+SI +1►. •M A LI" ` .., -..►+. ........�.. ,...,+► r.w.►,•r., "1- P' + •�M1 �' �r..� ..rr+lY.ra s,r' ...,' i P �, L► QENFRA NOTES: 1) ELECTRICAL CONTRACTOR SHALL CALL UNDERGROUND UTILITY LOCATORS PRIOR TO TRENCHING AND EXCAVATING TO LOCATE ALL EXISTING UNDERGROUND UTILITIES TO AVOID ANY CONFLICT. 2) ALL EXISTING UNUSED CONDUIT SHALL BE REMOVED TO A MINIMUM OF 24" BELOW GRADE. ' 3) ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE CUTTING, TRENCHING AND BACKFlLL WORK. ASPHALT WORK IS NOT PART OF THIS CONTRACT. 4) ELECTRICAL CONTRACTOR MAY USE EXISTING CONDUITS WHERE POSSIBLE. FIELD VERIFY CONDUIT ROUTING PRIOR TO BID. 5) ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COST TO BUILD POLE BASE PER DETAIL 3 /E1. 6) ELECTRICAL CONTRACTOR SHALL CONVERT PARKING LOT LIGHTING TO 208 VOLT IF NECESSARY. PLAN INDEX= E1 ELECTRICAL SITE PLAN E2 SITE PHOTOMETRICS RECENEO COY nF TI WWII A MAY 1 0 2004 PERMIT CENTER 10 NEW MONUMENT SIGN AND LIGHT FIXTURES. ROUTE NEW CIRCUIT BACK TO PANEL VIA LIGHTING CONTACTOR AND TIMER. COORDINATE TIMER PROGRAMMING WITH OWNER. t a Abossein Engineering F-- Q W Q CL W G Q z Q C I m I NOTE: SEE SHEET E1 FOR LIGHTING DETAILS. :STOP, & P. AND U P RAILROAD SITE PHOT OMETRICS NOT M SCALE I I I 1> Now MECHANICAL — EIECTRICk FIRE PROTECTION — ENERGY 1844 114th AVE. NE Bellevue, Wo. 98004 (425) 462 -9441 FAX: 462 -9451 E — Moil y I 19 iw. sEPAratF PERMIT AND APPROVAL REQWO 0 Job No.: 23082 Dote: 5/3/04 E2 (0F 2) ,. .... . _ . 1..... - ..r�..�..wr•r..- r, r�� .r...+.�r....r.- a...- ..W.►.r. .L .. ..:. ... },}t� '" p, �y�� ,y�y.�i i ,y�, .r1, ..Y .� ".r N li tom...,. j! �;:.M. r ,�. ,y ..w. T. �t rq ..— +.- i".ti.r.�.`�� i�rr{i�ip.�w -.[ i i'i• .II!" a ^1r� � 3 MM�wiw• Kwr. ......_ • 4..v. �r'i r is r > E- . N 20' PALE �o � H W U E=4 14 0 1■■�1 M0-1 V1 Q 0 a3 EME4 ° a W ou zz �F w xx N Z MOM Revisions: sEPAratF PERMIT AND APPROVAL REQWO 0 Job No.: 23082 Dote: 5/3/04 E2 (0F 2) ,. .... . _ . 1..... - ..r�..�..wr•r..- r, r�� .r...+.�r....r.- a...- ..W.►.r. .L .. ..:. ... },}t� '" p, �y�� ,y�y.�i i ,y�, .r1, ..Y .� ".r N li tom...,. j! �;:.M. r ,�. ,y ..w. T. �t rq ..— +.- i".ti.r.�.`�� i�rr{i�ip.�w -.[ i i'i• .II!" a ^1r� � 3 MM�wiw• Kwr. ......_ • 4..v. �r'i r is r . N 20' PALE W 14 0 1■■�1 M0-1 V1 Q W w p� MOM Revisions: MAY 10 2004 sEPAratF PERMIT AND APPROVAL REQWO 0 Job No.: 23082 Dote: 5/3/04 E2 (0F 2) ,. .... . _ . 1..... - ..r�..�..wr•r..- r, r�� .r...+.�r....r.- a...- ..W.►.r. .L .. ..:. ... },}t� '" p, �y�� ,y�y.�i i ,y�, .r1, ..Y .� ".r N li tom...,. j! �;:.M. r ,�. ,y ..w. T. �t rq ..— +.- i".ti.r.�.`�� i�rr{i�ip.�w -.[ i i'i• .II!" a ^1r� � 3 MM�wiw• Kwr. ......_ • 4..v. �r'i r is r i LANDSCAPE PLANTING PLAN 0 IP 20 b g SCAM 1' =20'-0• NORTH LANDSCAPE CONS TRUCTION NOTES 1. All work performed shall conform with the City of Kent. landscape and irrigation requirernent - codes and specifications. 2. Locate, protect and avoid disruption of all above and below grade utlilities and site features Prior to construction. Contractor is responsible for any resulting damages during oomtruction. Call before you dig at 1 (800) 424 -5555. 3. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade in landscape areas minimum 9' below paving in shrub beds and 5' below paving in lawn areas. Remove all debris from site. 4. Provide minimum 6' depth 60-40 mix from Puget Sound Topsoil (253) &33 -0374 in all shrub beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required berms. 5. Provide minimum 4' depth 60-40 mix from Puget Sound Topsoil (253) 8& in all lawn beds, Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour and level lawns. Hydroseed with 'Fine Lawn' Rapid Grow Lawn from Briar Group, Inc. with alternate bid for rod from Country Green Trinity Supreme from Olympia, WA. 6. Provide minimum 2' depth fine bland hem-ftr mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds and lawn areas to within l' of top of all cwbe and walks. Slope at! planting beds and lawn areas to drain. 7. Provide one (1) year waminty for all plant materials and workmanship. S. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 8. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all planthngs with 'Oxnacote' plant granules. Install 2 tops per tree larger than T, I cup per tree less than 3% 1/2 cup per 5 gal, 1/4 per 2 and I gal, 1/8 cup per T and 4' pots. Place at bsse of plant after mulch has boon irotaliod. 10. Lawn - Sod from Country Green Trinity Supreme, Olympia, Washington. Provide ahernate bid for hydroseed with 'Fine Lawn' Rapid Grow Lawn from Briar Group, Inc. withProvide soil preparation per note 0 5. 11. insure proper drainage of all planting holes prior to Installing plant materials. K planning holes do not drain or if heavy clay soils are evident contact landscape architect. 12. Fill all planting beds and lawn areas to within 1' of top of all curbs and walks. Berm an planting beds and -lawn arem to drain. 13. Asphalt to be removed 3' from behind extruded curb In planting beds after paving is completed and before plant material is installed. bting Deciama Tree - Preserve and Protect isti Conifer - Preserve and Protect located Rhododendron ... ti... . . ,.. .• ore!• 4„�.,,,.... �.. q ..... :, fr , � •.. � .� v w ..• .+•. -r . � .. . .. X_.; 1 . j a i� Htvt) U.P. RAILROAD V ♦� OP M LiMii' �OF WORK I I IZ r • DETAIL SHRUB PLANTING NO SCALE R.Arrr CENTER � � ■ a ROW r� V PLANT MATERIAL LEGEND I z ale Indicates Drought Tolerant Plant Material c 4 V= A, brew. Common Name Botanical Name §ge r trees: 14q Lu • * EGA Emerald Green Arborvitae Thu ja oecidentallis Tmerald Green 6' hgt./UB * HOC Hogan Cedar Thula pllcata 7astigata' 6' hgtJUB ale MTH Mountain Hemlock Tsuga rnertetnsiana 9' WAMB ..o NM Norway Maple Auer platmoides 2' caIJB&B, Matched at 6 h ffL branches shrub&: B&B PLANT: REMOVE BURLAP b AZPS Azalea - Purple Spy '' Same I Tx I T /cunt. * DVD EUON David Viburnum Euonymus Viburnum davidii 16'x 16' /coot, Matched Euonymus alata tompecta' 24' hgtJcont. ale * NBJH Northern Beauty Japanese Holly Ilex erenata - Northam Beauty' 18' hgtJeont., Matched, I Ir OC * OLL Otto Luyken Laml Prunus laurocerasw 'Otto LuykW 24- 287BBB, Matched, 2-6' OC �k PL SBV Portuguese Laurel Prunus lusitanica 24' hgtJeont. Spring Bouquet Viburnum Viburnum tinus 'Spring Bouquet 24' hgtJcont., Matched, 3 OC VINES EC Evergreen Clernatis Clematis armandii 5 galJeont. with 4' hgL stake * pY Pyracantha Pyracantha 'Government Red' 5 gal. /cunt. trained on 3x3rack WIS Wisteria Wisteria sinensis 5 gal. /cont. with 4' hgt. stake symbols /ground cover's at triangular planting Ci'Y Candy Tuft Iberis sempervirens 1 gal. /cunt. at 36' oc DLY A Day Lilly Hernexocallis 'Anzac' 1 galJeont. at 24' oc DLY B Day Lilly He merucallis 'Stella de Orr& 1 gal. /cunt. at 24' oc DLY C Day Lilly Herne rocallis 'Ice Carnival' 1 gal./cont. at 24' oc AC Annual Color Per Owner Assume 4' pots at 8' oc �k BBC Bearberry Cotoneaster Cotoneaster dammeri 1 gal./cont. at 36' oc * HYP Hypericum Hypericum calyctnum I gal. Cont. at 3T oc PACH Pachysandra Pachysandra tern - drWis W pots at 18' oc LAWN Sod from Country Green Trinity Supreme. Otympla, WA ' " ' ••" Provide alternate bid for hydroseed with 'Fine Lawn Rapid••Gro Lawn from Briar Groua inc. V ♦� OP M LiMii' �OF WORK I I IZ r • DETAIL SHRUB PLANTING NO SCALE R.Arrr CENTER � � ■ a ROW r� V I z W � c 4 V= � Z r 14q Lu ; a W y � cc C N N C-9 .. NEW SHRUB r MULCH 4 Y'R, ..o W -.- .SAUCER B&B PLANT: REMOVE BURLAP b a' TIES FROM TOP OF ROOT BALL . o • SPACM AS N TM ON PLAN (ITUAWAAARJ o ., SET PLANTS • ORIGINAL DElrrl{ • F NISH1 GRADE, PRIOR TD SPREAD MULM 2 MULCH (TYPE PER i SPECSJ . F11411SHG BACK t. SOIL MiX PER SPECS) 1 h EX#7 NG SUBGRADE DETAIL GROUND COVER PLANTING NO SCALE co 120 �► «!� y GUY SPACING CITC cDC rl cir wt�mr�n — TREE TIES 1 /2' RUBBER HOSE 'W/ 12 GAUGE WIRE (GALVJ F IC TOSrrTON ROOT MOWN 'TVRNBUCLFS 12 ABOVE FINS GRD. EACH SIDE Z MULCH LAYER AFTER �1 Pavers per Archttech. (MULCH TYPE �2 Gravel Walk. Install 5/8' minus compacted crushed rock, min. 4' depth Enck)se with PT 2'x4' headers ardwed PER SPECJ with 1x2' stakes. F94M GRADE 0. 60Z O Existing Trees. Preserve and protect. 4n O Remove existing Japanese Maple around building. (Approx 10 tr>on I Grind st<unp, rtirrnove brarnclnes and trunk debris from site. Fill holes with 60 topsoil mtx per spem Remove top 6' of berm from building edge and dispose of off-site. Taper grade to match existing slope. Relocate per Site Spec. Note 6. Fill holes with 60-40 topsoil. Remove all other plants and dispose of off -site. Rerr ove additional 6' depth of soil from planter. Dispose of off -site. Construct rock splash around building. Rode spyah to be 7/6' washed drain rock, min. 18' waft min. 10' depth. Enclose with PT 2'x4' header, anchored with 1•x2" stakes. irotaU 60-40 topsod mix per Carat, Note 0 4 for planter. �6 Berm height spec on plan. Remove existing lawn/ground cover from site prior to importing topsoil V if b'IA"aSIDFZ 2xW4 HARDWOOD OR '. CEDAR STAKES REMOVE TOP THIRD OF BURLAP FROM BALL NOME: IN(I,UDE PLANTING SOILMIX TEMPORARY WATER (AS SPECJ BACKF L ��4' t EXCAVATE 2-1/2 TIMES � SIJBCRADE er y tr ees on sd jacent pro nuLgpiER OF ROOT BALL Prop erty prior to construction. Do not build berm within drip of existing tree. AFMR INSTALL. Build berm of 60-40 topsoil mix from Puget Sound Topsoils. Taper berm to match existing grade.• Relocate existing Rhododendrons on berms. Exists conifer trees: DETAIL: CONIFER PLANTING Existing preserve and protect. Prune for health and structure. Prune conifer to equal height of 2S. Remove debris from site. Remove existing lawn and/or groundcover from under existing conifers• Dispose of off -site, NO SCALE Pocket plant proposed plant material under existing trees with 50% ormite soil and 50% Gro-Co from Sawdust Supply, Seattle, WA, Remove existing pines. (Approx. 12 trees) Grind sturrig remove tnx4r and branch debrb from site. Fill 1ale� with topsoil per Const. Notes 4. g� Remove existing lawn and additional subgrade to total of 6' depth for new shrub planter. Dispose of off-site. Install new 60-40 topsoil for shrub bed per Const. Notes 0 4. 10 Wall per Architect. 1 Catch Basin. Install 7/8' washed drain rock around catch basin, 12' depth. Enclose with PT 2 x4' header, anchored with I'x2' stakes 12 Remove existing lawn and additional subgrade to total of 4' depth for new lawn. Dispose of off-site. Install 4' depth 60-40 topsoil mix from Puget Sound Topeod per Cont. Notes *5 4 TEMPORARY WA' MULCH SETTLEM1 h FWISH Has : 000 I NEW TREE TREE TiES 1 /2' RUBBER HOSE W/O 12 GALV. WIRE WOUBiE STRAND TWISTED) 3 - 2"X2' WOODb'TAKES 9 LANG EQU ALLY SPACED AROUND TREE S MRGMUM BELOW GRADE STAKE DEPTH TREE WRAP SECURE W/ CUr`H TAPE TAPE UP TO BRANCH STRUCTURE SET TREE AT ORIGINAL DEPTH 7 ABOVE FINISHED GRADE Aw 416 l zvxi" � �P£R NO'tES 1/9 F110M S 7'OP90L PER N07ES . 'I.A1 r�� Dffl*trrAer Architects, r. s. 7983 Leary Ray NE Redmond, WA 98052 . (425) 881 -7506 mail@driftmier.com THIS DOCISIEMT Af WSENT'S A PMIfTARY DESIGN WD BY THE AA MI TECT AND SWILL NOT aF uSED di a oo Tla OF TN ON IS1111 r B 0TIM ooctPT By A EIE IN DATING. REVISIONS NO. DESCRIPTION DATE A2 BLDG. PERMIT REV. 04/16/04 RECENEo MY OF TI 1KW11 A MAY 10 2001 r*r(WT CENTEP V ISSUE DATE: 12 F'EBRUAR'Y 2004 DRAWN BY: LJL CHECKED BY: in PROJECT NUMBER: 23194 EXCAVATE AREA 2 T%4ES DIAMI ER OF RWMALL MINIMUM 12' 7XNWL AROUND RO rTBALL DETAIL: TREE PLANTING h M SCALE SHEET NUMBER: x.1.1 . ♦ ..- r.rw.,w�r,w+w- ... .. +s...�,. «+►�«I w... .�►w. w.....+r� M.r.� • + ��. ......�.rdML.w.�..�.•�.'r " ",rT -. '!'++.• ♦ -M'* . : ��•,:: .. , •M! - � a s.. . � , � • .w - , � �1 r •r�7►'•v7 � .�,,.. .y .+. r. •�... �►- • mod' -..� � • ;+n... , � - . :•�.•.+►.i a , Y«..,.... -+.. ..... s .. _.., .... � z W � 3 4 V= � Z 14q Lu ; a W y � cc C V C-9 THIS DOCISIEMT Af WSENT'S A PMIfTARY DESIGN WD BY THE AA MI TECT AND SWILL NOT aF uSED di a oo Tla OF TN ON IS1111 r B 0TIM ooctPT By A EIE IN DATING. REVISIONS NO. DESCRIPTION DATE A2 BLDG. PERMIT REV. 04/16/04 RECENEo MY OF TI 1KW11 A MAY 10 2001 r*r(WT CENTEP V ISSUE DATE: 12 F'EBRUAR'Y 2004 DRAWN BY: LJL CHECKED BY: in PROJECT NUMBER: 23194 EXCAVATE AREA 2 T%4ES DIAMI ER OF RWMALL MINIMUM 12' 7XNWL AROUND RO rTBALL DETAIL: TREE PLANTING h M SCALE SHEET NUMBER: x.1.1 . ♦ ..- r.rw.,w�r,w+w- ... .. +s...�,. «+►�«I w... .�►w. w.....+r� M.r.� • + ��. ......�.rdML.w.�..�.•�.'r " ",rT -. '!'++.• ♦ -M'* . : ��•,:: .. , •M! - � a s.. . � , � • .w - , � �1 r •r�7►'•v7 � .�,,.. .y .+. r. •�... �►- • mod' -..� � • ;+n... , � - . :•�.•.+►.i a , Y«..,.... -+.. ..... s .. _.., .... OOOP ++ +;..a T, vnl.J �O 00 LANDSCAPE IRRIGATION PLAN o to' 29 49 � SCALE: 1"=29-0" NORTH IRRIGATION NOTES I. Irrigation design and layout assumes minimum 60 lbs. static water pressure 55 GPM at point of connection. Verify PSi and GPM, if discrepancy exists report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor shall inspect the site and verify extsthig Conditions and dtmanioris prior to bidding and construction. 3. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation heads aeeord4 to field conditions and plant locations. Report any discrepancres to Lampe Architect. 4. Coordinate Irrigation point of connection and location of automatic controller with General Contractor. 1 -112" Water Meter by Landscape Contractor. Coordinate all work with other traces involved Including power to controller location. 5. All valves will be placed in valve boxes in a manner which facilitates access f or maintenance. Locatte valves in shrub and ground cover beds unless approved by Landscape Architect. No valve boxes in lawn areas. , 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over spray onto buildings, windows, or paved areas. Contractor is responsible for providing a complete working 'irrigation system. 7. Contractor is responsible for any damages to building and infrastructure during lands. ve construction. 8. Bury control wires below mainline and tape to mainline every I ox- 9. Flush mainline before installing valves. Flush zone !tees before uistalling nozzles. Test entire system before backfilling trenches, 10. Electric Valves and Backflow prevention assembly to be placed in below grade valve boxes and Installed in shrub beds. Verify that valve boxes are not placed where plant materials are to be installed. Provide sleeving under all paved surfaces. 11. Provide full coverage to all lawn and shrub beds. Install additional irrigation heeds as necessary to achieve full coverage and water to all plantings. 12. 120 AC Electrical power source at controller location shall be provided by others. The Landscape Contractor shall make the final connection from the electrical source to the controller. All w o tiog per L & I Codes 13. All irrigation heads to be installed perpendicular to ftnbh grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall Install a manual drain valve assembly. DraMft the mainline shall be accomplished by introducing compressed air into the system through the quick coupler valve at the point of connection, 15. Demonstrate working system to building maintenance nwlager upon completion and acceptance. 16. Locate all utilities before digging. Cali 14800) 424 -5555. 17. Install Irrigation system in accordance with all applicable codes and ordinan cm. 18. Mount Rain Sensor near top of building. Place in approved location with Landscape Architect. 19. From controller Install one spare yellow wire to each valve box. All wire splices to be for w ►ire connectior>,s:DBY- Dtrect Bury Splice by 3M. 20. Contractor to provide reproducible mylar As -built drawings to Landscape Architect prior to chw -vut of job. 21. Electrical control wires to be spliced in control boxes only. 22. Asphalt and /or concrete to be removed T -T from behind extruded curb or sidewalk in phnter. 23. Remove existing sprinkler heads, nozzle or links in system If not being used. -• - .- .."•..• .. I .. I -. r. /•SIB. 1... 15 .. • • i9 • -: .. ( \.�. - :7 • . • 1 1.. .:K.� . I••.... • Y:. a .. e 1 - ♦ ♦ w SYMBOL MANUFACTURER Nx 80111 tie Niow RADIUS PC sm 40 start Na,. LOCATION a� IIMOIi� MANUFACTURER 40 1W= CU RAIN BIRD 1804 W/ 15F-LA MPR PLASTIC NOZZLE 30 15 mum POE ' MrC 001 10 OLL These Gans have been rwlewet� by the Pty * Works epartm M for OoWormance with cum* City stand "ru;, A optil m W subject to :hors wW orris ; +c do not etforizo ';t�onei of � � .« sts T c L t rests . revs:.. 11= dslB void a`;..► Mim a of revic :J c;rawings r ►.. _i Is NaWa to Held infix otiort by owe 4W POINT OF CONNECTION DETAIL MM crnror 11U=1.A slwlc I t.nte@CMC coh lEorm liar or w= RrQ MAN t!!S M I V! ff" VALV'S - NIUM "M tea wArrn t,ItL•1�1 SCHM U 0 PVC UNION 1 117 MAN UMM07 FSAM On MAN UM 1 [IT MAN LW MU% MAL CRAM vALVS vuac counm r �- LIMIT OF WORK r� IRRIGATION LEGEND "M AMOE110P or mum 15 IW �� SHRUB on OwAft SYMBOL MANUFACTURER Nx 80111 tie Niow RADIUS PC sm 40 start Na,. LOCATION a� IIMOIi� MANUFACTURER 40 1W= CU RAIN BIRD 1804 W/ 15F-LA MPR PLASTIC NOZZLE 30 15 mum POE ' MrC 001 10 OLL IVY Swaam *11111111. am OF NipIG WAVW s �vto I. mum MIINos NMI W" mmm uY we IN Is a TO SHRUB 11010111, Gum COMING WM KLT am 1 C _ 1 IN BIRD 1812 W /eH MPR PLASTIC NOZZLE 90 RAIIVBIRD ESP- 12Lxt+ - 12 STATION IO AUTOMATIC CONTROLLER. DETAIL: QUICK- GOUPLIN& VALVE RAIN BIRD 1804 W/ 15Q MPR PLASTIC NOZZLE 30 i�S ,may NO SCALE ,LAWN 1 _ POWER SOURCE BY OTHERS. MOUNT BEHIND TRASH ENCLOSURE. (DRemove heads, dispose ' y IRRIGATION LEGEND .RAIN BIRD 1812 W/ 154 MPR PLASTIC NOZZLE 90 15 0.93 SHRUB SYMBOL MANUFACTURER PSI RADIUS GPM LOCATION SYMBOL MANUFACTURER O RAIN BIRD 1804 W/ 15F-LA MPR PLASTIC NOZZLE 30 15 3.70 LAWN 039 SHRUB ,p RAIN BIRD 1804 W/ 15H -LA MPR PLASTIC NOZZLE 30 15 .1.05 SHRUB 2 SITE SPECIFIC NOTES C _ 1 IN BIRD 1812 W /eH MPR PLASTIC NOZZLE 90 RAIIVBIRD ESP- 12Lxt+ - 12 STATION IO AUTOMATIC CONTROLLER. 0.52 RAIN BIRD 1804 W/ 15Q MPR PLASTIC NOZZLE 30 15 .1.85 0.93 ,LAWN 1 _ POWER SOURCE BY OTHERS. MOUNT BEHIND TRASH ENCLOSURE. (DRemove heads, dispose RAIN BIRD 1812 W /9SST MPR PLASTIC NOZZLE 9'x 19 1.73 SHRUB existing of off - site. Replace with new Rainbird 1806 W/ 12H M M Plastic Nook on existing line to match proposed sprinkler heads and nozzle. GLEN HILTON MC MINI CLICK II TN - RA SENSOR WITH BY-PASS SWITCH. INSTALL ON BUILDING 1 121 RAIN BIRD 1804 W /12F MPR PLASTIC NOZZLE 90 1Z 2.60 LAWN ExG TIN TIE PROPOSED MAIN INTO EXISTING MAIN. TIE NEW DEDUCT METER INTO EXISTING MAIN 4Z QS RAIN BiRD 1804 W /12H MPR PLASTIC NOZZLE RAIN BIRD 1804 W/ 12Q MPR PLASTIC NOZZLE 30 1Z 130 LAWN 2" MAIN . . SCHEDULE 40 PVC MAIN LINE, SIZE PER PLAN. MIN. DEPTH IT BELOW FP Fum wAW :SHED GRADE. 30 12' 0.65 LAWN 3/4' RAIN BIRD 1804 W/ lOF ,Q �C7 RAINBIRD PEB SERFS AUTOMATIC CONTROL VALVE, SiZE PER PLAN AND CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE. � MPR PLASTIC NOZZLE RAIN BIRD 1804 W/ l OH MPR PLASTIC NOZZLE 30 30 1p' 157 LAWN 2 ' SL .- CLASS 200 PVC SiEEVING, SIZE PER PLAN, MIN. DEPTH 17 BELOW FINISHED GRADE. Julio %ftK soot 7 PLAN. PROVIDE HOSE SWIVEL INSTALL PER AIL 10' 0.78 LAWN DM DEDUCT WATER METER PER Cil"Y OF TUKWiLA'S SPECIFICATIONS RAIN BIRD 1804 W /IOQ MPR PLASTIC NOZZLE 30 10' 039 LAWN BED LINE RAIN BiRD 1804 W /15SST MPR PLASTIC NOZZLE 30 4'x30' 121 LAWN VALVE KEY 0 RAIN BiRD 1 804 W/ 15EST MPR PLASTIC NOZZLE 30 4'x l5 0.61 LAWN ' RAIN BIRD 1812 W/ 15F MPH PLASTIC VALVE NUMBER > > /:• eteM swL VALVE NOZZLE RAIN BIRD 1812 W/ 15H MPR PLASTIC 30 15 3.70 SHRUB 2 45.00 ----- - VALVE GPM (GALLONS PER MINUTE) `1 r NOZZLE 30 15 i . 85 SHRUB 2 Cu. FT. wee = 3,0 l 1 / ---- - VALVE SIZE Gawn eaNP PNMl1 ��� n W iIOZnE N POP NM (IAMM) 1 POP-1P WAD (IMUM) (MEE Lis") -PWC kvmw PIPE �031101ftPM AM PMa AL LAM NEAM i OL r FROM EOOE of cue oft wuc " Nov o wwr an WE "ff of Hero DETAIL: POP -4JP SPRAY SPRINKLER NO SCALE , is PIPE FROM MUCT wr►tot IbETEIe PER POW OF ooNNIECTION cum 1. INSTAU srlan= PiltvEUM a Flow" sir IAC.M. own Am "ISALTI+ OVV&n - %M V lALJII. POMMIN )M PiNN TIO NOUL1/1TION. DETAIL: 5A oKFLOY4 PREVENTER NO SCALE as � io •. r�� 0 Fh H N e� �. D riftr�uer � 'a Architects, es. a � y 7983 Leary flay NE Redmond, 11A 98052 (425) 881 -7506 0 � � ° mail@driftmier.com a. d are PIMIUCEn Passua NNir or no =110 0ET W z 0 0 1O1uE ADAP e u� 0 UNION MONK ALE ) 00 W nL U 40 PIPE MIAQMiON WNIMI E PIPE 1 -1 /2• 0147 COMMIXTION Xft%t BO win+ 00148. 12-9M 912E on IIM PO W%1: r wsl. PVC SON 00 WPPLE (CLOK) PVC sal 40 ai X". so was (I EA sm IIe"�ouuEO) WK (i of 4) scN 00 WPLE 2 -111ao UM M. Nam AIM) Im 40 ELl PbC IM WIC PIPE PVC sm 40 Tar OR tL1. P%C SIN 40 WAS AINVOI 1 PVC LARW Pit M1111111" 00" or 3 /4-NCH wrMtp OWA MOCKS . .RAIN BIRD 1812 W/ 154 MPR PLASTIC NOZZLE 90 15 0.93 SHRUB RAIN BIRD 1812 W/ 10F MPR PLASTIC NOZZLE 30 10' 1.57 SHRUB VALVE PSI (OPERATING PRESSURE) Ch RAIN BIRD 1812 W/ 10H hM PLASTIC NOZZLE 90 10 0.78 SHRUB U CA RAIN BIRD 1812 W/ I OQ MPR PLASTIC NOZZLE 90 l 0' 039 SHRUB • O RD 1812 W /8F MPR PLASTIC N� RAIN BIRD 90 S .1.05 SHRUB 2 SITE SPECIFIC NOTES jQ IN BIRD 1812 W /eH MPR PLASTIC NOZZLE 90 9 0.52 SHRUB p RAIN BIRD 1812 W /8Q MPR PLASTIC NOZZLE 30 9 026 SHRUB (DRemove heads, dispose RAIN BIRD 1812 W /9SST MPR PLASTIC NOZZLE 9'x 19 1.73 SHRUB existing of off - site. Replace with new Rainbird 1806 W/ 12H M M Plastic Nook on existing line to match proposed sprinkler heads and nozzle. 0 RAIN BIRD 1812 W/ 15SST MPR PLASTIC NOZZLE 30 RAIN BIRD 1812 W/ 15EST MPR PLASTIC NOZZLE 30 4'x30' 121 SHRUB 2 AIi heads adjacent to curb or car over OS to be 6 height. All other shrub heads to be 12' Height. 4'x I 5 0.61 SHRUB �- EXISTING DECIDUOUS TREE WK lar um" o EXISTING CONIFER TREE ,Q �C7 RAINBIRD PEB SERFS AUTOMATIC CONTROL VALVE, SiZE PER PLAN AND PROVIDE AMTEX CONTROL BOX d MiN. 2 CU. FT PEA GRAVEL QC RAINBiRD QUICK COUPLER VALVE 44R ASSUME Is UNLESS OTHERWISE NOTED ON 7 PLAN. PROVIDE HOSE SWIVEL INSTALL PER AIL DM DEDUCT WATER METER PER Cil"Y OF TUKWiLA'S SPECIFICATIONS A , is PIPE FROM MUCT wr►tot IbETEIe PER POW OF ooNNIECTION cum 1. INSTAU srlan= PiltvEUM a Flow" sir IAC.M. own Am "ISALTI+ OVV&n - %M V lALJII. POMMIN )M PiNN TIO NOUL1/1TION. DETAIL: 5A oKFLOY4 PREVENTER NO SCALE as � io •. r�� 0 Fh H N e� �. D riftr�uer � 'a Architects, es. a � y 7983 Leary flay NE Redmond, 11A 98052 (425) 881 -7506 0 � � ° mail@driftmier.com a. d are PIMIUCEn Passua NNir or no =110 0ET W z 0 0 1O1uE ADAP e u� 0 UNION MONK ALE ) 00 W nL U 40 PIPE MIAQMiON WNIMI E PIPE 1 -1 /2• 0147 COMMIXTION Xft%t BO win+ 00148. 12-9M 912E on IIM PO W%1: r wsl. PVC SON 00 WPPLE (CLOK) PVC sal 40 ai X". so was (I EA sm IIe"�ouuEO) WK (i of 4) scN 00 WPLE 2 -111ao UM M. Nam AIM) Im 40 ELl PbC IM WIC PIPE PVC sm 40 Tar OR tL1. P%C SIN 40 WAS AINVOI 1 PVC LARW Pit M1111111" 00" or 3 /4-NCH wrMtp OWA MOCKS . b Y t� S THIS DOMMMY REPOWITS A MM IETARY OED Ilk TiC ARMITEC'r NO S KL TOT K UKO CIN CT1E11 PROJECTS FOR ADDIT TO TH Pi &CT Oil FOt G01/tET 1NSI OF THIS PiIOACT By OTHM ENMPT BY PRIj A &W IN ICIITIW#. REVISIONS NO. DESCRIPTION DATE Q BLDG. PERMIT REV 4/ 16/04 IBA - 4/20/04 RECEIVED e:ITV nF Tr WM1 A MAY 10 =4 -eaw = COMA J •- n " h +,r ► L ti ff TE: 12 FEBRUARY 2004 Y: � BY: LRB PROJECT NUMBER: 4 .. J M"AILN REMOTE CONTROL VAA.Vt � SHEET NUMBER: NO SCALE • L291 ... .. .. • .. -.... �..1: ... .-.. .� .M,:..4. .. s +•�S. � r � � � d1 #I." i�lt � ..�'Ic�� . ':dL i?. � �. •. ti �' � � f . t . w '��{✓' `.. y .. .-w. r y� _� �, • . •' . . sY' IM.. �.• «r..r.�, .r..► ,.n y.n71►•� Ys.� � • M Ry '♦ ° a.MA •LI • . v..w ..��►- .+f1'Wr•• +M••1..M- .' b� Ir.r�♦ - M... . L_U OQ � IQ � ,Y R =Q U a 4 PC ' 32 g z Z b Y t� S THIS DOMMMY REPOWITS A MM IETARY OED Ilk TiC ARMITEC'r NO S KL TOT K UKO CIN CT1E11 PROJECTS FOR ADDIT TO TH Pi &CT Oil FOt G01/tET 1NSI OF THIS PiIOACT By OTHM ENMPT BY PRIj A &W IN ICIITIW#. REVISIONS NO. DESCRIPTION DATE Q BLDG. PERMIT REV 4/ 16/04 IBA - 4/20/04 RECEIVED e:ITV nF Tr WM1 A MAY 10 =4 -eaw = COMA J •- n " h +,r ► L ti ff TE: 12 FEBRUARY 2004 Y: � BY: LRB PROJECT NUMBER: 4 .. J M"AILN REMOTE CONTROL VAA.Vt � SHEET NUMBER: NO SCALE • L291 ... .. .. • .. -.... �..1: ... .-.. .� .M,:..4. .. s +•�S. � r � � � d1 #I." i�lt � ..�'Ic�� . ':dL i?. � �. •. ti �' � � f . t . w '��{✓' `.. y .. .-w. r y� _� �, • . •' . . sY' IM.. �.• «r..r.�, .r..► ,.n y.n71►•� Ys.� � • M Ry '♦ ° a.MA •LI • . v..w ..��►- .+f1'Wr•• +M••1..M- .' b� Ir.r�♦ - M... . W � • �_ ~ MON IN CASE FND. N Ol�ap 2 ►� MON IN CASE FND. 1 - — - - - - S 88" 1 5'33" E 30 4.78' (PLA STRANDFR .BL IT . - ____ - - - ____ - - ____ - f Q co • 0' 30' 60' 90' E—� . r .Q 1 1 1 ll tr z I ' Cn r w N t � F O� Z so — , o) z 4 1 i MON. IN CASE FND. 0.12' EAST No. I Uai I 3v I ;,Dw. I Revisior. "C AU 110N" V%,AULt -.�• . , �... ,, , ..vT� vvT. LEGEND AREA OF PARCEL 0 STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN 73743.9 SO. FT. ID --- STORM DRAIN LINE 1.69 ACRES ♦"' FIRE HYDRANT WATER VALVE 1 •r WATER METER WATER VAULT PARK 1 N G SPACE NOTE do PRATT IN DI I A VALVE PARKING SPACES ARE NOT CLEARLY MARKED. SPACES • FIRE CON SHOWN ON THE MAP REPRESENT A PARKING PLAN — -- -- WATER LINE DEVISED BY LOCATING THE EXISTING CORNERS OF • GAS VALVE PARKING AND DEVIDING THE DISTANCE CALCULATED BY -- •"'� -- w --- GAS LINE PARKING LOT LIGHT 8.5 0 t TO 9.0*. TOTAL PARKIN SPACES = 85. RAILROAD TRACKS q 1 /2 0 IR W/WJS21559 CAP SET (PROPERTY COR.) a • BUILDERS i 0. 8 , 3. C�. o / �- r . w fi 1 J AV IL IN all T4. • far .. sit e. �'• - S i s , 1 t r• 1 t ' SURVEY NOTES • All title information shown on this map has been extracted from First American Title Insurance Company, order no. 15745T -T2, dated February 24 2003. in preparing this map no independent t „ tle search was done. Builders Consulting and Surveying is not aware of any title issues offectinq the surveyed property other than those shown on this map and disclosed by the referenced title commitment The boundary lines and corners depicted on this map are per record title information and represent deed lines only. They do not purport to show ownership lines that may otherwise be determined by a court of low. All distances are in feet. This is a field traverse survey. A Leica TCRA1105 electronic total station was used to measure the angular and distance relationships between the controlling monumentatiDn as shown. Closure ratios of the traverse met or exceeded those specified in WAC 332- 130 --090. The instrument used was calibrated in September of 2002. The area for this parcel is 73,743.9sf -1.69 acres Surface utilities shown are field located. Utility lines shown are from as built plans and should not be relied upon. No attempt was made to plot the location of electrical and telephone utility lines. No encroachments were identified in the process of surveying tnis property. No markings were found indicating the location of the sanitary sewer location. • } SURVEYORS CE APPRO juN 11 2004 Ab tOU 10 M,�Lo” p�.'!8K7 TO WASHINGTON CI''IES INSURANCE AUTHORITY AND JSH PROPERTIES AND FIRST AMERICAN TITLE INSURANCE COMPANY. THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1999, AND INCLUDES ITEMS 1,2,4,6,7a,b,b 1,8,9, O,AND 1 1 OF TABLE "A" THEREOF, AND PURSUANT TO THE ACCURACY STANDARDS OF AN SUBURBAN SURVEY. DATE: 3/16/98 21559 REGISTRATION NUMBER RE ��C e"V nt< TI N Nt A MAY 1 2004 M •n X ai ,e w , � h s iM Y i r' -• A C o n s u lti n g an Surveying '�' ti,.•� •f A• • O • •w NECKED NS � • •' o; 43108 S.E. 134th Ct North Bend WA 98045 s s;••� ►• << :ATE 4� qr�� LANaS off (425) 831 -7555 fax (425) 888 -264 EXPIRES S. �5 oa CZ EASEMENT PER AF #7504210345 ,MERIDIAN K.C.A.S. :BASIS OF ,BEARING MONUMENTED CENTERL OF ANDOVER PARK EAST (REFERENCES THE PLAT OF ANDOVER INDUSTRIAL PARK NO. 3 RECORDED IN VOLUME 78, AT PAGE(S) 6 AND 7, IN KING COUNTY, WASHINGTON. LEGAL THAT PORTION OF LOT 6 OF ANDOVER INDUSTRIAL PARK NO. 3, ACCORDING TO PLAT RECORDED IN VOLUME 78 OF PLATS AT PAGE(S) 6 AND 7, IN KING COUNTY, WASHINGTON, LYING SOUTH OF A LINE WHICH IS 185 FEET SOUTHERLY OF AND MEASURED PARALLEL TO THE NORTH LINE OF SAID LOT 6. .EASEMENT PER AF�''SO4210345 FOR: TITLE: WASHINGTON CITIES INSURANCE AUTHORITY JSH PROPERTIES, INC. A. L. T. A. SURVEY 320 ANDOVER PARK EAST 1 OF 1 030321 I '� _ - _ .. - . ,.. + ..... • .... _. •..r.r,�,.,,,.•.y...,,.., �.+r_.►vr.. s... «.. .y... r.•...•+.►LLti �M .+.�� .� y.aJC... 'R.'`•�•� r. ''�``__ «. �.1�YM . • e . ■ .y► ..• {{� s �► .. 1 'i _ . • r ,1 i. l • . +w '�" .+�YY�; ... ... .. .r..iJl.►..r':.. , +iYir +.��.w.. _... 'r.. -. ti tir +.. J :, (... it...�•_..r'.ai.. ..�..1 , .. .. 6; ` w fi 1; S q a • i I i • r APPRO juN 11 2004 Ab tOU 10 M,�Lo” p�.'!8K7 TO WASHINGTON CI''IES INSURANCE AUTHORITY AND JSH PROPERTIES AND FIRST AMERICAN TITLE INSURANCE COMPANY. THIS IS TO CERTIFY THAT THIS MAP AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1999, AND INCLUDES ITEMS 1,2,4,6,7a,b,b 1,8,9, O,AND 1 1 OF TABLE "A" THEREOF, AND PURSUANT TO THE ACCURACY STANDARDS OF AN SUBURBAN SURVEY. DATE: 3/16/98 21559 REGISTRATION NUMBER RE ��C e"V nt< TI N Nt A MAY 1 2004 M •n X ai ,e w , � h s iM Y i r' -• A C o n s u lti n g an Surveying '�' ti,.•� •f A• • O • •w NECKED NS � • •' o; 43108 S.E. 134th Ct North Bend WA 98045 s s;••� ►• << :ATE 4� qr�� LANaS off (425) 831 -7555 fax (425) 888 -264 EXPIRES S. �5 oa CZ EASEMENT PER AF #7504210345 ,MERIDIAN K.C.A.S. :BASIS OF ,BEARING MONUMENTED CENTERL OF ANDOVER PARK EAST (REFERENCES THE PLAT OF ANDOVER INDUSTRIAL PARK NO. 3 RECORDED IN VOLUME 78, AT PAGE(S) 6 AND 7, IN KING COUNTY, WASHINGTON. LEGAL THAT PORTION OF LOT 6 OF ANDOVER INDUSTRIAL PARK NO. 3, ACCORDING TO PLAT RECORDED IN VOLUME 78 OF PLATS AT PAGE(S) 6 AND 7, IN KING COUNTY, WASHINGTON, LYING SOUTH OF A LINE WHICH IS 185 FEET SOUTHERLY OF AND MEASURED PARALLEL TO THE NORTH LINE OF SAID LOT 6. .EASEMENT PER AF�''SO4210345 FOR: TITLE: WASHINGTON CITIES INSURANCE AUTHORITY JSH PROPERTIES, INC. A. L. T. A. SURVEY 320 ANDOVER PARK EAST 1 OF 1 030321 I '� _ - _ .. - . ,.. + ..... • .... _. •..r.r,�,.,,,.•.y...,,.., �.+r_.►vr.. s... «.. .y... r.•...•+.►LLti �M .+.�� .� y.aJC... 'R.'`•�•� r. ''�``__ «. �.1�YM . • e . ■ .y► ..• {{� s �► .. 1 'i _ . • r ,1 i. l • . +w '�" .+�YY�; ... ... .. .r..iJl.►..r':.. , +iYir +.��.w.. _... 'r.. -. ti tir +.. J :, (... it...�•_..r'.ai.. ..�..1 , .. .. 6; `