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HomeMy WebLinkAbout2002-03-13 2900 WHEATON WAY - Permits�� OF c��uwl ..... NOM c t, rate of q)rrupaurp �tpart mt of Commuuitp Drbdopmmt 74a wz&A--a& . #arQuald to rk wPzw4fteaa 4 sec'(04 10914 tle zti0va vaddui au ado &d 4 tfie Feu W&wa , eo4, e O -a flat at tfe 4me ffad die WU us e,&* &vwe wed 64 W ya� � n &T aae. ISSUED TO: ALBERTSO 's SITE ADDRESS: 2900 WHEATON WAY Type of O/C a nCy Construction U ssi ication Load Common Use VN I M only Yees GROCERY STORE Permit 02M 23 Date: 011081200-3 \.)"11 istopher- Hugh, Director Special Conditions: THIS IS A TEMPORARY CERTIFICATE OF OCCUPANCY. NO PUBLIC ALLOWED IN THE STRUCTURE UNTIL ALL ITEMS OUTSTANDING AND ALL INSPECTIONS ARE PERFORMED AND APPROVED. OK TO STOCK SHELVES & TRAIN EMPLOYEES Tins CERTIFICATE MUST BE POSTED AND PERMANENTLY MAINTAINED IN A CONSPICUOUS PLACE I i GRAPHIC SCALE ,dy.W n i ; FUTURE RIGHT OF WAY ((� DEDICATION BY PROJECT. % PRIVATE DRIVE O&T TO I O QEET TY STRSTANDARDS ' J FUTURE 15' R.O.W. DEDICATION M SPRUCE STREET BY OTHERS \ I E70STMG ROADWAY / N ADA CURB RAMPS TO REMAIN NEW SCHOOL -� �� �, .`/+'� �, l` ,•���. p„>_r �\•� ''�>• a,�• \/ - / �+/ ACCESS p 1 1 I ZS' ' 1 EXISTING SCHOOL ACCESS TO BE 1 CLOSED AS SHOWN-----, 1 I I� �I FISTING 2 -WAY ; LEFT TURN LANE •' TO REMAIN -� RESTRICTED ACCESS DRIVEWAY (RIGHT AND LETT IN, RIGHT OUT) 0 Y d0• DATE BY REVISION DESCRIPTION 6-27-01 J.5WEHLER LANES, ADA 10' BUILDING SETBACK (D I'ILPnON SIGN I'- ADA CURB RAMP COMPACTOR I TRUCK WELL %\/. ADA CURB mi APPROnWUVa laawWa X 51,150 SF DRIVE-THROUGH PHARMACY PILI( -UP PANTED IXWMONA ARROWS. PCP 60' ' i 60' � 60� yL- 60' i .-j-,2n 25 i'✓/ �/ /' ' it / TYP r. POSSIBLE c-1 CROSS ACCESS --BIOFILTRATION SWALE NOT A PART -6' HILI SIGHT OBSCURING . 1 - - - - . MOOD FENCE AT PROPERTY LME -10' (MN.) LANDSCAPED SETBACKS Retail Shopa 11,300 SF ADA GJF® RAMP r{' HIGH BLACK UNlXr �1 VINYL COATED FUEr TANKS CHAIN UNK GAS MONUMENT SITE DATA ACQUISITION 1 25. . = 51 AC 1 = 0.3 AC PARCEL 2 I C = 06 AC 1 = 6.9 AC USE 1 i 5' 10.LANDSCAPE RETAIL SHOPS = 06 AC BUFFER - 0.5 AC ' = 0.2 AC 1 - 0.7 AC TOTAL 1 - NEW CURB SITE COVERAGE SCHOOL BUS ACCESS I PEDESTRIAN AREA = TO BE RELOCATED o ALBERTSONS NORTH OF SCHOOL 1 PARKING PROVIDED 1 I I� �I FISTING 2 -WAY ; LEFT TURN LANE •' TO REMAIN -� RESTRICTED ACCESS DRIVEWAY (RIGHT AND LETT IN, RIGHT OUT) 0 Y d0• DATE BY REVISION DESCRIPTION 6-27-01 J.5WEHLER LANES, ADA 10' BUILDING SETBACK (D I'ILPnON SIGN I'- ADA CURB RAMP COMPACTOR I TRUCK WELL %\/. ADA CURB mi APPROnWUVa laawWa X 51,150 SF DRIVE-THROUGH PHARMACY PILI( -UP PANTED IXWMONA ARROWS. PCP 60' ' i 60' � 60� yL- 60' i .-j-,2n 25 i'✓/ �/ /' ' it / TYP r. POSSIBLE c-1 CROSS ACCESS --BIOFILTRATION SWALE NOT A PART -6' HILI SIGHT OBSCURING . 1 - - - - . MOOD FENCE AT PROPERTY LME -10' (MN.) LANDSCAPED SETBACKS Retail Shopa 11,300 SF ADA GJF® RAMP r{' HIGH BLACK UNlXr �1 VINYL COATED FUEr TANKS CHAIN UNK GAS MONUMENT SITE DATA ACQUISITION PAVEMENT = 3.36 AC 56% PARCEL 1 = 51 AC PORTION OF PARCEL 6 = 0.3 AC PARCEL 2 = 0.9 AC PARCEL 3 = 06 AC TOTAL AC091M = 6.9 AC USE PCO+ SIGN GROCERY = 49 AC RETAIL SHOPS = 06 AC FUEL CENTER - 0.5 AC R.O.W. DEDICATION = 0.2 AC FUTURE RQW. DEDICATION - 0.7 AC TOTAL = 6.9 AC - NEW CURB SITE COVERAGE PARKING DATA AND (MUTTER BUILDING / CANOPY AREA = 1.51 AC 25% PEDESTRIAN AREA = 0.27 AC 4% -� 94MDAN ROAD PAVEMENT = 3.36 AC 56% NPROVIEMENTS OPEN SPACE / DRAWN BY: PROJECT T NO. LANDSCAPING = 0.90 AC 15% CHECKED BY. ADA CURB RAMP 0173344 11' 12 12' ' . BUILDING DATA PCO+ SIGN SHERIDAN AIEEATSONS = 51.150 SF RETAIL SHOPS11 300 SF CONVENIENCE STORE = 1184 SF TOTAL = 63,634 SF —r- RIGHT OF WAY DEDICATION PARKING DATA �- ADA C1JRB RAMP OBSCJRRING FENCE o ALBERTSONS I /,• Q PARKING PROVIDED 0 SIS' STANDARD STALLS = 155 STALLS 9' STANDARD STALLS = 67 STALLS Z ACCESSIBLE STALLS = 6 STALLS QTOTAL = 228 STALLS M RETAIL PARKMG PROVIDED =9' STANDARD STALLS = 23 STALLS ED r ACCESSIBLE STALLS = 2 STALLS ADA CURB RAMP TOTAL = 25 STALLS - RIGHT OF WAY FUER CENTER I DEDICATION PARKING PROVIDED NEW 5.5' SIDEWALK STANDARD STALLS = 8 STALLS SHERIDAN ROAD ACCESSIBLE STALLS = 1 STALLS IMPROVEMENTS Ir NEW CIM AND GUTTER OVERALL PARKING COUNT = 262 PARKING STALLS I MATCH FOISTING OVERALL PARKING RATIO PROVIDED = 4.1 / 1000 SF RESTRICTED ACCESS = 1 STALL PER 243 SF DRIVEWAY (RIGHT IN / OUT ONLY) ADA CURB RAMP FENCE LOWER �' ► RAAMpI�.LGASWHEATON WAY NOT A-F�IART I ICJ I -- 1 Convenience I I' I III I I ► .. 1 Store I 1184 SF LEGEND ADA CURB RAMP(S) CART CORRAL LOCATION L RIGHT OF WAY DEDICATION- - I - - `• - \ BTRATION SWALIA J=RRIGIT OF WAY DEDICATION- - - - ' L MONUMENT .. EXISTING SIGNAL PULE DEDICATION -BIOFILTRATION i SIGN TO REMAIN( PARKING COUNT %WHEATON WAY (SR 303) IIOFILTRATION _ 37.5' MGH LIGHT PGE. ON SITE U j SWALE p i y STREET LIGHT. OFF SITE i EXISTING SIGNAL TO BE MODIFIED TO CURB AND GUTTER ACCOMODATE SHERIDAN RD RESTRICTED ACCM IMPROVEMENTS SHOWN=' CURB RIGHT TURN POCKET KITH 1TAPER (RIGHT IN / OUT ONLY) I' ARCHITECTURAL CONCRETE DRIVEWAY I RIGHT TURN POCKET WITH TAPER DESIGNED BY: ISSUE DDATE: DJT 6-6-001 DRAWN BY: PROJECT T NO. DC CHECKED BY. OJT 0173344 R R 15 30' R 0 W FUTURE ROW DEDICATION I R.0 W DEDICATION H H BY OTHERS EDGE OF PLAIT. -,1 15' 3' t?' 10,I i FUTURE R.O.W DFI DEDICATION VE DRIVE F �^ i BY OIHERS LANE LANE 9 rr ks FUTURE SPRUCE STREET EXTENSION (3/4 COLLECTOR ARTERIAL) N T.S O RIGHT OF W EXISTING DEDICATION R.O.W (VARIES) 1 WHEATON WAY eN z PARKING LOT ISLAND NG 1 � I WHEATON WAY EDGE n NTs L I E7051ING 60' RIGHT OF NAY R.O.W. OED. If 30' CL 30' NEW CURB AND GUTTER ON PROJECT ' FRONTAGE I AND GITTERI 1 INDICATED PLANTING PARKING LOT BUFFER I ADJACENT PROPERTY — i SOUTH PARKING LOT Al NLS Pacific Land Design ALBERTSONS STORE 4CI JUL K:' 260197093 ►GENE SU17E203� WHEATON WAY AND SHERIDAN ROAD PRELIMINARY SITE PLAN Seat*, WA 98115-2027BREMERTON, WASHINGTON (206) 512-9510 FAX. (106) 522-8344 C-1.0 A a s a m NEW LANEi `J( z io Jai+ 1n 11' 12 12' ' . DRIVE LEFT TURN DRIVE LANE LANE LANE SHERIDAN ROAD IMPROVEMENTS N.T.S. NOT A PART 6' MGH SIGHT BIOFILTRATION SWALE+ OBSCJRRING FENCE DEPTH VARIES I /,• PLANTING PARKING LOT BUFFER I ADJACENT PROPERTY — i SOUTH PARKING LOT Al NLS Pacific Land Design ALBERTSONS STORE 4CI JUL K:' 260197093 ►GENE SU17E203� WHEATON WAY AND SHERIDAN ROAD PRELIMINARY SITE PLAN Seat*, WA 98115-2027BREMERTON, WASHINGTON (206) 512-9510 FAX. (106) 522-8344 C-1.0 A "SIERRk CONSTRUCTION COMPANY,; INC. General Contractors Albertson's Store # 443 2900 Wheaton Way Bremerton, WA 98310 January 6, 2003 PENDING ITEMS FOR C of O i 1. Electrical: No Final 2. Lighting in Data Room: Waiting on cable above ceiling grid - By 1/10/03 3. Outletsi along north wall: Equip. arriving daily - Hard Wire - I.E. Hobart Mixers 4. Alarm System at Exit Doors: Door #s 11 & 26 - Arrivesl/7/03 - installed by 1/9/03 5. Alarm System: Waiting on data cabling - Should be ready by 1/14/03 6. Fire Lane Striping: 4 island curbs painted - Need White Lettering - By 1/10/03 7. Door Hardware: Completed by 1/14/03 8. Toilet Accessories: By 1/06/03 9. Fire SuppressionSystem at Deli Hood: By 1/10/03 DATE REQUESTED F611 C OF O: 1/!5/03 If there are any questions, please contact: Bob Graff. 206-579-1967 Kevin Dix: 206-579-0923 Job Site : 360-377-0695 Sincerely, SIE CONSTRUCTION COMPANY, INC. �Dix' kevind@sierraind.com TEWLATE. I.ErrEEL DOT REV 5-13-98 KH FQ.E C.Wbertsons No 443/014207 Albertsons 0443 ReteiN CorrespondenceW City-CountyTending Items for C of O doc 1144 EASTLAKE AVE E T 206.522.9510 SUITE 601 P 206.522.8344 SEATTLE, WA 98109 WWW.PACLAND.COM LETTER OF TRANSMITTAL Date: March 3, 2003 To: Valerie Wolf, City of Bremerton From: Bill Fortunato Re: Albertsons Store #443; Bremerton, Washington Certificate of Occupancy Remarks: OR[P= rg [E 5 Y [P= D MAR 0 4 2003 BREMERTON BUILDING DEPARTMENT Please find enclosed the final items for the Certificate of Occupancy for the above referenced project. The items include: &,tW3 1. Deed of Conveyance for Utilities Improvements C&n�2. Dedication of Utility Easements J -4x -e3. Utility Improvement Bond 4. Right -of -Way Dedication 6 c v1 rk a -A -- Originals of the items one through three have been sent to Lynn Fowler's attention. The originals of Item 4 were sent to Gunnar Fridriksson. Please call if you have any questions. 2002048.001-16/bra2Vwtr03.doc wff Z�'J cor as w -e2 -Q 3_4'v3 �- 3-5-�3 a�Q ok wxm DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS The Grantor, Albertson's, Inc. conveys and quitclaims to the City of Bremerton the following described public improvements and/or real property interests: APPROXIMATELY 482 LINEAR FEET OF 8 -INCH PVC SEWER PIPE AND FIVE (5) MANHOLES AND MISCELLANEOUS APPURTENANCES. ENGINEERING COSTS ........................... $ 2,100.00 CONSTRUCTION COSTS .................... $ 15,990.12 D E C E O V E 'T'O'TAL $18,090.12 MAR p 4. 2003 situated in the County of Kitsap, State of Washington. BREMERTON ,�;1 BUILDING DEPARTMENT DATED this -.. J day of )2003. Grantor: Albertson's, Inc., a Delaware corporation By: C. Lee Mumfo Its: Vice Presided, Real Estate Law STATE OF IDAHO ) ss. COUNTY OF ADA ) On this 944" day of'"'KbjkA p , 2003, before me, the undersigned, a Notary Public in and for said state, personally appeared C.' Lee Mumford, known or identified to me to be the Vice President, Real Estate Law of Albertson's, Inc., the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Wheaton Way Albertson Sewer Main Boise -153656.1 0040079-00044 Notary Puy lic fqr%Idaho ' Residing atJ�: My commission expires: Z't - OS •,+.--._vn , '�,: ago p'+ STATE Ci uD3'io 7O ACCEPTED AND APPROVED for the City of Bremerton this _ day of , 2003. CITY OF BREMERTON IM DEPARTMENTAL APPROVAL: W. EUGENE SAMPLEY, DIRECTOR PUBLIC WORKS AND UTILITIES APPROVED AS TO FORM: ROGER LUBOVICH CITY ATTORNEY RECEIVED FOR FILING: KATHLEEN L. McCLUSKEY, CLERK ® swrCONValbertson.doc Wheaton Way Albertson Sewer Main Boise -153656.1 0040079-00044 CARY BOZEMAN, MAYOR DEET) OF CONVEYANCE OF PUBLIC IMPROVEMENTS The Grantor, Albertson's, Inc. conveys and quitclaims to the City of Bremerton the following described public improvements and/or real property interests: APPROXIMATELY 579 LINEAR FEET OF 18 -INCH, 440 LINEAR FEET OF 12 -INCH, 48 LINEAR FEET OF 10 -INCH STORM PIPE AND TEN (10) MANHOLES AND MISCELLANEOUS APPURTENANCES. ENGINEERING COSTS ........................... $ 4,100.00 CONSTRUCTION COSTS ..................... $ 41,091.45 TOTAL $ 45,191.45 ® IEC E O�n V IE situated in the County of Kitsap, State of Washington. PEAR O 4 2003 BREMERTON DATED this 7day of , 2003. BUILDING DEPARTMENT Grantor: Albertson's, Inc., a Delaware corporation o. By: C. Lee Mumford Its: Vice Preside6t, Real Estate La ,sat/cwd- STATE OF. IDAHO ) ss. COUNTY OF ADA ) On this ft1_ day of-(fZtit,�l^,1, , 2003, before me, the undersigned, a Notary Public in and for said state, personally appeared C. Lee Mumford, known or identified to me to be the Vice President, Real Estate Law of Albertson's, Inc., the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Wheaton Way Albertson Storm Main Boise -153659.1 0040079-00044 Notary Pu lic for Idaho Residing at My commission expires: CC �'vs l0'S iI t�f-u Fr A. 91lI�YE `" S. WE 0 ACCEPTED AND APPROVED for the City of Bremerton this _ day of , 2003. CITY OF BREM ERTON CARY BOZEMAN, MAYOR DEPARTMENTAL APPROVAL: W. EUGENE SAMPLEY, DIRECTOR PUBLIC WORKS AND UTILITIES APPROVED AS TO FORM: ROGER LUBOVICH CITY ATTORNEY RECEIVED FOR FILING: KATHLEEN L. McCLUSKEY, CLERK 11 stmCONValbertson.doc Wheaton Way Albertson Storm Main Boise -153659.1 0040079-00044 Return Address: City Clerk City of Bremerton 239 Fourth Street Bremerton, WA 98337 AUDITOR/RECORDER'S INDEXING FORM I Document Title(s): 1. Stormwater Easement I Reference Number(s) of Documents assigned or released: N/A Grantor(s): 1. ALBERTSON'S, INC. Additional names on page Grantee(s): 1. The City of Bremerton of document. Additional names on page of document. Legal Description: A portion of the NW 1/4, of the NW '/4 in Sec. 12, Township 24 N., R. I E., W.M. Kitsap (abbreviated) County, WA I F71 Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number: 122401-2-033-2000 and 122401-2-038-2005 Project Name: ALBERTSONS STORE #443 I ST® WATER EASEMENT (Corporate) THIS INSTRUMENT made this 2 7 44day of 2003, by and eina between ALBERTSON'S, INC. (herfter "Grantor") add the CI'T'Y OF BR ,MERtTON, a Washington municipal corporation of Kitsap County, State of Washington (hereinafter "Grantee"). WITNESSETH that Grantor for and in consideration of mutual benefits derived and/or other valuable consideration, receipt of which is hereby acknowledged by Grantor, do by these presents grant, bargain, sell, convey, and confirm forever unto Grantee, its successors and/or assigns, an easement for underground stormwater utilities, with necessary appurtenances, over, through, across and upon the following described property situated in Kitsap County, Washington, more particularly described as follows: STORMWATER EASEMENT (Corporate) - Page 1 Boise -153655.1 0040079-00044 SEE THE FOLLOWING EXHIBITS ATTACHED HERETO: EXHIBIT "A" — THE PARCELS OWNED BY THE GRANTOR (PARCELS 1 AND 2) EXHIBIT `B" — THE SPECIFIC AREA(S) WHERE EASEMENTS ARE GRANTED TheEits rar t�e� �i i Es�Ti j tc� t�FJUFE E. of the attached Easement Addendum. Grantee shall have the right, without prior institution of suit or proceeding at law, at times as may be necessary, to enter upon the above -referenced property and immediately adjacent incidental areas with the necessary equipment for the purposes of altering, installing, operating, maintaining, extending, constructing, repairing, and reconstructing the utility/utilities, or making connections to that system, without incurring any legal obligation or liability; provided, however, that the private improvements existing within this easement area and the immediately adjacent incidental areas shall not be disturbed or destroyed, or in the event -they are disturbed or destroyed, they will be replaced in as good a condition as they were immediately before the properties were entered upon by the Grantee. Grantor shall retain the right to use the surface of this easement, including the immediately adjacent incidental areas, so long as that use is not inconsistent with and does not interfere with the rights and uses granted_ to Grantee in this document. Under no circumstances shall Grantor place any cement, concrete, structure or any other objects on the property described in this easement or the immediately adjacent incidental areas in a manner that would interfere with Grantee's use of the easement. This easement shall be a covenant running with the land, and shall bind Grantor's successors and assigns and all future owners of the real property affected by this easement. GRANTOR: Albertson's, Inc., a Delaware corporation By: C.Lee Mumf�d Its: Vice Presiddnt, Real Estate Lawu/&4[, DATE: y ^ ` (�.U,, A a! (Notary Aclarowledgment Appears on New Page) _ STORMWATER EASEMENT (Corporate) - Page 2 Boise-] 53655.1 0040079-00044 STATE OF IDAHO ) ss. COUNTY OF ADA ) On this '^l-"�� day of I Z' , 2003, before me, the undersigned, a Notary Public in and for said state, personally appeared C. Lee Mumford, known or identified to me to be the Vice President, Real Estate Law of Albertson's, -Inc., the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notaryublic fob Idaho Residing at i..�k��.:�,1✓'a. , 111 My commission expires: iG f iS LuS APPROVED AS TO FORM: ROGER A. LUBOVICH City Attorney 19 stmAlbertsonsEAS.doc STORMWATER EASEMENT (Corporate) - Page 3 Boise -153655.1 0040079-00044 . r3'v'l-.:i..1.... �' n. •l !i "?.�!r.., i. ^"Tj"?��7 .q p'F. e'�a ] ' -4 Itis xi �' - : A. § s�.w.:i via` 14 viAS .rte EASEMENT ADDENDUM Grantor: Albertson's, Inc. Grantee: The City of Bremerton Anything in this instrument to the contrary notwithstanding, Grantee by recording this instrument. and/or exercising the rights herein granted agrees to the following conditions: (a) The easement(s) herein granted are subject to all easements and encumbrances of record as of the date this easement is recorded and are non-exclusive provided easements granted after the date this easement is recorded shall be subject to Grantee's rights and uses. (b) All lines, equipment and their related components and supports placed within the described easement area(s) by Grantee, or Grantee's agents or contractors, pursuant to this instrument ("Grantee's Property") shall remain the property of Grantee. (c) Grantor and its successors and assigns retain the right to full use of the surface of the described easement area(s) except where Grantee has placed Grantee's Property, provided, however, Grantor will not erect any building or major structure within the described easement area(s). (d) Grantee shall at all times safely operate and maintain Grantee's Property within the described easement area(s) and shall promptly repair and restore to its prior condition any paving, parking lot striping or other improvements, except planters, light standards, buildings and other major structures, existing within the described easement area(s) which are disturbed by the construction or maintenance of Grantee's Property by Grantee, or Grantee's agents or contractors. (e) Grantee shall not in the exercise of the within easement(s) unreasonably interfere or obstruct Grantor, or Grantor's agents or contractors, in the location or construction of any buildings located in the area adjoining the described easement area(s), or unreasonably interfere with any business of Grantor. Nothing in this Paragraph (e), however, shall allow Grantor or Grantor's agents or contractors to construct a building or other major structure within the described easement area as provided in Paragraph (c) STORMWATER EASEMENT (Corporate) - Page 4 Boise -153655.1 0040079-00044 herein, or to unreasonably interfere with Grantee's rights to construct, operate and maintain Grantee's Property hereunder. (f) After recording this instrument, Grantee shall provide Grantor with a copy of the recorded easement clearly showing the date, instrument number, book and page of recording. STORMWATER EASEMENT (Corporate) - Page 5 Boise- 153655.10040079-00044 EXHIBIT LEGAL DESCRIPTION PARCEL 1 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 12; THENCE SOUTH 01'45'36" WEST ALONG THE WEST LINE OF SAID SECTION 12, A DISTANCE OF 993.94 FEET; THENCE SOUTH 88° 39' 22" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01° 45' 36" EAST ALONG THE EAST MARGIN OF WHEATON WAY 313.18 FEET; THENCE LEAVING SAID EAST MARGIN RUN SOUTH 880 39'22" EAST, PARALLEL WITH THE SOUTH LINE OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER, 578.64 FEET; THENCE SOUTH 01° 11' 14" WEST 616.17 FEET, MORE OR LESS TO THE NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 880 39'22" WEST ALONG THE NORTH MARGIN OF SHERIDAN ROAD 135.00 FEET; THENCE LEAVING SAID NORTH MARGIN OF SHERIDAN ROAD RUN NORTH 010 45' 36" EAST 202.78 FEET, THENCE NORTH 88° 39'22" WEST 146.24, THENCE NORTH 01° 45'36" EAST 100.00 FEET, MORE OR LESS TO A POINT WHICH BEARS SOUTH 88° 39' 22" EAST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 88° 39'22" WEST 301.53 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ROADS AND HIGHWAYS. (SAID PARCEL ALSO KNOWN AS LOT B OF CITY OF BREMERTON SHORT PLAT NO. B-257 (SP98-0009) RECORDED SEPTEMBER 25, 1998 UNDER KITSAP COUNTY AUDITOR'S FILE NUMBER 3120723 AND AMENDED JULY 28, 2000 UNDER KITSAP COUNTY AUDITOR'S FILE NUMBER 200007280130). EXHIBIT A LEGAL DESCRIPTION PARCEL 2 (TOWNE PROPERTY) THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, ,WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 890 03'36" EAST ALONG CENTER LINE OF SHERIDAN ROAD 331.53 FEET TO POINT OF BEGINNING; THENCE NORTH 10 31' 12" EAST 240 FEET; THENCE NORTH 89° 03' 36" WEST 129.43 FEET; THENCE SOUTH 1 ° 31' 12" WEST 240 FEET TO CENTER LINE OF SHERIDAN ROAD; THENCE SOUTH 89° 03' 36"EAST ALONG CENTER LINE 129.43 FEET TO THE POINT OF BEGINNING, SUBJECT TO RIGHT OF WAY 30 FEET IN WIDTH FOR ROAD ALONG SOUTHERLY BOUNDARY; ALSO COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE RUNNING SOUTH 1' 31'12" WEST 994.23 FEET ALONG THE WEST LINE OF SAID SECTION 12; THENCE SOUTH 89°03' 36"EAST 202.10 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'03'36" EAST 129.43 FEET; THENCE SOUTH 10 31' 12" WEST 93 FEET; THENCE NORTH 89°03' 36" WEST 129.43 FEET; THENCE NORTH 1031' 12" EAST 93 FEET TO THE POINT OF BEGINNING; EXCEPT ROADS; SITUATE IN KITSAP COUNTY, WASHINGTON. EXHIBIT B 15' STORM SEWER UTILITY EASEMENT LEGAL DESCRIPTION (BASED ON CITY OF BREMERTON AS -BUILT INFORMATION AND AS -BUILT SURVEY BY HUITT ZOLLARS DATED 12-23-02) A STRIP OF LAND OVER AND ACROSS A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY SOUTHWEST CORNER OF PARCEL 1 OF RECORD OF SURVEY RECORDED UNDER RECORDING NO. 200203050272, RECORDS OF KITSAP COUNTY, WASHINGTON, SAID POINT BEING ALONG THE NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 01 °11'14" EAST A DISTANCE OF 12.43 FEET TO THE INTERSECTION OF THE DEDICATED RIGHT-OF-WAY OF SHERIDAN ROAD AND THE POINT OF TRUE BEGINNING; THENCE SOUTH 88°48'46" EAST ALONG A LINE A DISTANCE OF 9.42 FEET; THENCE NORTH 09°08'51" EAST ALONG A LINE A DISTANCE OF 85.55 FEET; THENCE SOUTH 88048'46" EAST ALONG A LINE A DISTANCE OF 113.73 FEET TO A POINT ON THE EAST PROPERTY LINE.OF PARCEL 1; THENCE NORTH 01 °11'14" EAST ALONG THE EAST PROPERTY LINE OF PARCEL 1 A DISTANCE OF 15.00 FEET; THENCE NORTH 88048'46" WEST ALONG A LINE A DISTANCE OF 112.77 FEET; THENCE NORTH 01007'37" EAST ALONG A LINE A DISTANCE OF 93.05 FEET; THENCE SOUTH 25021'14" EAST ALONG A LINE A DISTANCE OF 16.95 FEET; THENCE SOUTH 88050'34" EAST ALONG A LINE A DISTANCE OF 56.27 FEET; THENCE NORTH 03055'44" EAST ALONG A LINE A DISTANCE OF 15.02 FEET; THENCE NORTH 88050'34" WEST ALONG A LINE A DISTANCE OF 47.71 FEET; THENCE NORTH 25021'14" WEST ALONG A LINE A DISTANCE OF 44.20 FEET; THENCE NORTH 89001'43" WEST ALONG A LINE A DISTANCE OF 191.28 FEET; THENCE NORTH 01014'42" EAST ALONG A LINE A DISTANCE OF 346.59 FEET; THENCE SOUTH 88050'40" EAST ALONG A LINE A DISTANCE OF 260.70 FEET TO A POINT ON THE EAST PROPERTY LINE OF PARCEL 1; THENCE NORTH 01011'14" EAST ALONG THE EAST PROPERTY LINE OF PARCEL 1 A DISTANCE OF 15.00 FEET; THENCE NORTH 88050'40" WEST ALONG A LINE A DISTANCE OF 59.52 FEET; THENCE NORTH 75045'22" EAST ALONG A LINE A DISTANCE OF 36.15 FEET TO A POINT ON THE NORTH PROPERTY LINE OF PARCEL 1; THENCE NORTH 88039'22" WEST ALONG THE NORTH PROPERTY LINE OF PARCEL 1 A DISTANCE OF 52.54 FEET; THENCE SOUTH 75045'22" WEST ALONG A LINE A DISTANCE OF 36.76 FEET; THENCE NORTH 88050'40" WEST ALONG A LINE A DISTANCE OF 163.03 FEET; THENCE SOUTH 01014'42" WEST ALONG A LINE A DISTANCE OF 263.47 FEET; THENCE SOUTH 83058'15" WEST ALONG A LINE A DISTANCE OF 96.76 FEET; THENCE SOUTH 58028'49" WEST ALONG A LINE A DISTANCE OF 48.37 FEET; THENCE SOUTH 88039'22" EAST ALONG A LINE A DISTANCE OF 27.64 FEET; THENCE NORTH 58028'49" EAST ALONG A LINE A DISTANCE OF 21.76 FEET; THENCE NORTH 83058'15" EAST ALONG A LINE A DISTANCE OF 91.45 FEET; THENCE SOUTH 01°14'42" WEST ALONG A LINE A DISTANCE OF 98.04 FEET; THENCE SOUTH 89001'43" EAST ALONG A LINE A DISTANCE OF 194.18 FEET; THENCE SOUTH 01007'37" WEST ALONG A LINE A DISTANCE OF 124.37 FEET; THENCE SOUTH 09°08'51" WEST ALONG A LINE A DISTANCE OF 52.27 FEET; THENCE SOUTH 01011'14" WEST ALONG A LINE A DISTANCE OF 40.98 FEET TO THE POINT OF TRUE BEGINNING; SITUATE IN THE CITY OF BREMERTON, COUNTY OF KITSAP, STATE OF WASHINGTON. CONTAINS 20,987.37 SQ. FT. FUTURE,,,,P�.- .. ... ... . .. ,UCE ST. EXTENSION >< IT U RD co >< UJ cn Albertson C.D APPROX 51,342 SF 115' CITY OF BREMERTOW STORM SEWER EASEIVIENI < 4' R1)lr 4' ADi.I 0 PARCEL 1 (BLDG) 6" RDL (BLDG)—, ftf U -i cn W C) LLJ I ru— = i — — — — I — — — — — — — — — — — E� ?--1 4 PARCEL 2 LLJ < cr) I �Jr CD LLJ co rN 1 E=349 0 CD OfP L.J QCEL 3 :2 T I I ­ 1� * LOWER Of WHEATON WAY � [ � `.i I II I I _ ALBERTSONS STORE #443 r. mmR 15' STORM SEWER EASEMENT EXHIBIT EXHIBIT C 1 144 Eastlake Avenue, Sulte 601 T (206) 522-9510 Seattle, WA 98109-4450 F (206) 522-8344 SCALE: 1' = 100' 1/27/03 e-mail PAcLAND.00M WHEN RECORDED RETURN TO: a Bremerton City Clerk 239 Fourth Street Bremerton, Washington 98337D C IE d V IE V MAR 0 4 2003 BREMERTON BUILDING DEPARTMENT Grantor: Albertson's, Inc., a Delaware corporation Grantee: City of Bremerton Abbreviated Legal Description: PTN OF NW '/4 OF NW '`/4 SECTION 12, T24N, RI E, W.M.; KITSAP COUNTY, WA Additional Legal Description on pages 4 through 8 of Document. .3 — Z o 0 5 Assessor's Tax Parcel ID No. ZZ mei I - 2 - 033 - 2 o o l 2-2-44a I- 2—yaz- PUBLIC; RIGHT-O&WAY DEED (Individual) Albertson's, Inc., a Delaware corporation ("Grantor"), for and in consideration of mutual benefits derived and/or other valuable consideration, receipt which is hereby acknowledged Grantor, conveys, quit claims and deeds to the City of Bremerton, a Washington municipal corporation ("Grantee"), and its successors and assigns. the property in fee, for the purpose of constructing , operating, maintaining, improving, altering, reconstructing and repairing a public right-of-way over, under, through, across and upon the following described real property parcel(s), situated in Kitsap County, Washington. SEE EXHIBIT "B" ATTACHED PUBLIC RIGHT-OF-WAY DEED (Corporation) - Page I of 3 Boise -153580.1 0040079-00044 Grantee shall at all times exercise its rights under this deed in accordance with the requirements of all applicable statutes, orders, rules and regulations of any public authority having jurisdiction. Grantee accepts the property in its present physical condition, AS IS. Grantee does hereby release, indemnify and promise to defend and save harmless Grantor from and against any and all liability, loss, damage, expense actions and claims, including costs and reasonable attorney's fees incurred by Grantor in connection therewith, arising directly or indirectly on account of or out of the exercise by Grantee, its servants, agents, employees and contractors of the rights granted in this deed. GRANTOR: Albertson's, Inc., a Delaware corporation By: C. Lee Mymford Its: Vice President, Real Estate Law 5494 DATE:�.:i4J�''-.L% '�1� �CiC); PUBLIC RIGHT-OF-WAY DEED (Corporation) - Page 2 of 3 Boise -153580.1 0040079-00044 STATE OF ®N ss. COUNTY OF *gW ) On this day of February, 2003, before me a Notary Public in and for the State of Washington, personally appeared C. Lee Mumford, to me known to be the Vice President, Real Estate Law of Albertson's, Inc., the corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act, for the uses and purposes mentioned in this instrument, and on oath stated that he is authorized to execute said instrument. -Notary Seal Must Appear Within 7his Box - IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. 3 a .`, A i Y Y U B L:L .�l'._- •air- IL;AH0 APPROVED AS TO FORM: ROGER A. LUBOVICH City Attorney *'1j 1VI y I1J� i�li � 11M.,%1�� L f FARY PUBLIC, in and fo-K the State 00j 1 4j �a irgtan, residing at Uc.a , ' .tf� appointment expires r,D-1 • Ic • R 'JEGAL\Forms\Easemenis\PublicRightoRVayEasement-Individual- with warranty bond on utility work doc PUBLIC RIGHT-OF-WAY DEED (Corporation) - Page 3 of 3 Boise -153580.1 0040079-00044 EXHIBIT B LEGAL DESCRIPTION PARCEL 1 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 12; THENCE SOUTH 01° 45'36" WEST ALONG THE WEST LINE OF SAID SECTION 12, A DISTANCE OF 993.94 FEET; THENCE SOUTH 88° 39'22" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'45'36" EAST ALONG THE EAST MARGIN OF WHEATON WAY 313.18 FEET; THENCE LEAVING SAID EAST MARGIN RUN SOUTH 880 39'22" EAST, PARALLEL WITH THE SOUTH LINE OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER, 578.64 FEET; THENCE SOUTH 01° 11' 14" WEST 616.17 FEET, MORE OR LESS TO THE NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 880 39' 22" WEST ALONG THE NORTH MARGIN OF SHERIDAN ROAD 135.00 FEET, THENCE LEAVING SAID NORTH MARGIN OF SHERIDAN ROAD RUN NORTH 010 45'36" EAST 202.78 FEET, THENCE NORTH 880 39'22" WEST 146.24, THENCE NORTH 01° 45'36" EAST 100.00 FEET, MORE OR LESS TO A POINT WHICH BEARS SOUTH 88° 39' 22" EAST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 88'39'22" WEST 301.53 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ROADS AND HIGHWAYS. (SAID PARCEL ALSO KNOWN AS LOT B OF CITY OF BREMERTON SHORT PLAT NO. B-257 (SP98-0009) RECORDED SEPTEMBER 25, 1998 UNDER KITSAP COUNTY AUDITOR'S FILE NUMBER 3120723 AND AMENDED JULY 28, 2000 UNDER KITSAP COUNTY AUDITOR'S FILE NUMBER 200007280130). EXHIBIT B LEGAL DESCRIPTION PARCEL 2 (TOWNE PROPERTY) THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE I EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89° 03'36" EAST ALONG CENTER LINE OF SHERIDAN ROAD 331.53 FEET TO POINT OF BEGINNING; THENCE NORTH 1 "11'12" EAST 240 FEET; THENCE NORTH 89° 03'36" WEST 129.43 FEET; THENCE SOUTH 1° 31' 12" WEST 240 FEET TO CENTER LINE OF SHERIDAN ROAD; THENCE SOUTH 89'03'36" EAST ALONG CENTER LINE 129.43 FEET TO THE POINT OF BEGINNING, SUBJECT TO RIGHT OF WAY 30 FEET IN WIDTH FOR ROAD ALONG SOUTHERLY BOUNDARY; ALSO COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE RUNNING SOUTH 1' 31' 12" WEST 994.23 FEET ALONG THE WEST LINE OF SAID SECTION 12; THENCE SOUTH 89°03' 36"EAST 202.10 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'03'36" EAST 129.43 FEET; THENCE SOUTH 10 31' 12" WEST 93 FEET; THENCE NORTH 89'03'36" WEST 129.43 FEET; THENCE NORTH 1°31' 12" EAST 93 FEET TO THE POINT OF BEGINNING; EXCEPT ROADS; SITUATE IN KITSAP COUNTY, WASHINGTON. EXHIBIT B LEGAL DESCRIPTION PARCEL 3 (CRAMER/QUIGLEY PROPERTY) THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: . BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE I EAST, W.M., IN KITSAP COUNTY, WASHINGTON; THENCE SOUTH 89'03'36" EAST 202.10 FEET ALONG THE SOUTH BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 10 35'54" EAST 30 FEET TO THE NORTH RIGHT OF WAY OF SHERIDAN ROAD AND THE TRUE POINT OF BEGINNING; THENCE NORTH 10 35' 54" EAST 210.00 FEET; THENCE NORTH 890 03' 36" WEST 172.10 FEET TO THE WEST MARGIN OF SECONDARY HIGHWAY NO. 21-B; THENCE SOUTH 1° 35'54" WEST, 10.89 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 160 37' 18" AND A RADIUS OF 686.25 FEET; THENCE AROUND SAID CURVE TO THE LEFT, A DISTANCE OF 199.08 FEET TO THE NORTH MARGIN OF SHERIDAN ROAD; THENCE SOUTH 890 13'36" EAST 144.32 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ROADS AND HIGHWAYS; EXCEPT THE FOLLOWING DESCRIBED TRACT; THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 890 03'36" EAST ALONG THE SOUTH BOUNDARY THEREOF 202.10 FEET; THENCE NORTH 10 35'54" EAST 30 FEET TO THE NORTH MARGIN OF SHERIDAN ROAD; THENCE CONTINUING NORTH 10 35'54" EAST 160 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 10 35'54" EAST 50 FEET; THENCE NORTH 890 03'36" WEST 172.10 FEET, MORE OR LESS, TO THE EAST MARGIN OF SECONDARY STATE HIGHWAY NO. 21-B; THENCE SOUTHERLY ALONG SAID EAST MARGIN 50 FEET, MORE OR LESS, TO A POINT NORTH 890 03'36" WEST TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 890 03'36" EAST TO THE TRUE POINT OF BEGINNING. SHERIDAN ROAD RIGHT-OF-WAY LEGAL DESCRIPTION PARCEL 1 a A STRIP OF LAND OVER AND ACROSS A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY SOUTHWEST CORNER OF PARCEL 1 OF RECORD OF SURVEY RECORDED UNDER RECORDING NO. 200203050272, RECORDS OF KITSAP COUNTY, WASHINGTON, SAID POINT BEING ALONG THE NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 01 ° 11' 14" EAST, 12.43 FEET; THENCE SOUTH 88039'22" EAST, PARALLEL WITH SAID NORTH MARGIN A DISTANCE OF 76.23 FEET TO AN ANGLE POINT; THENCE NORTH 52003'30" EAST, 8.75 FEET TO A POINT 52 FEET WEST OF THE EAST LINE OF SAID PARCEL 1; THENCE SOUTH 01 ° 11' 14" WEST, PARALLEL WITH SAID EAST LINE, 17.97 FEET TO THE SAID NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 88°39'22" WEST ALONG SAID NORTH MARGIN 83.02 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF BREMERTON, COUNTY OF KITSAP, STATE OF WASHINGTON. CONTAINS 1,050 SQ. FT. IWl lot1.1::1 Y a., WHEATON WAY (SR 303) RIGHT-OF-WAY LEGAL DESCRIPTION PARCEL 1 b A STRIP OF LAND OVER AND ACROSS A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY SOUTHWEST CORNER OF PARCEL 1 OF RECORD OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 200203050272, RECORDS OF KITSAP COUNTY, WASHINGTON, SAID POINT BEING ON THE EAST MARGIN OF WHEATON WAY (SR 303); THENCE NORTH 01045'36" EAST ALONG SAID EAST MARGIN A DISTANCE OF 313.18 FEET TO THE NORTH LINE OF SAID PARCEL 1; THENCE SOUTH 88039'22" EAST ALONG THE NORTH LINE OF SAID PARCEL 1 A DISTANCE OF 24.36 FEET TO A POINT 54.36 FEET EAST OF THE CENTERLINE OF WHEATON WAY; THENCE SOUTH 01°45'36" WEST, PARALLEL WITH THE SAID EAST MARGIN, A DISTANCE OF 143.77 FEET; THENCE SOUTH 15034'40" WEST, 58.59 FEET TO A POINT 40.37 FEET EAST OF THE CENTERLINE OF WHEATON WAY; THENCE SOUTH 01026'25" WEST, 112.62 FEET TO THE SOUTH LINE OF SAID PARCEL 1; THENCE NORTH 88039'22" WEST ALONG SAID SOUTH LINE, 11.00 FEET TO THE SAID EAST MARGIN OF WHEATON WAY (SR 303), AND THE POINT OF BEGINNING. SITUATE IN THE CITY OF BREMERTON, COUNTY OF KITSAP, STATE OF WASHINGTON. CONTAINS 5,692 SQ. FT. EXHIBIT B RIGHT-OF-WAY LEGAL DESCRIPTION PARCEL 2 A STRIP OF LAND OVER AND ACROSS A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 12, TOWNSHIP 24 NORTH, RANGE I EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE NORTH 15.00 FEET OF THE SOUTH 45.00 FEET OF THE FOLLOWING DESCRIBED PROPERTY: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89° 03'36" EAST ALONG CENTER LINE OF SHERIDAN ROAD 331.53 FEET TO POINT OF BEGINNING; THENCE NORTH 1° 31' 12" EAST 240 FEET; THENCE NORTH 89° 03'36" WEST 129.43 FEET; THENCE SOUTH 10 31' 12" WEST 240 FEET TO CENTER LINE OF SHERIDAN ROAD; THENCE SOUTH 89° 03'3 6" EAST ALONG CENTER LINE 129.43 FEET TO THE POINT OF BEGINNING, SUBJECT TO RIGHT OF WAY 30 FEET IN WIDTH FOR ROAD ALONG SOUTHERLY BOUNDARY; EXCEPT ROADS. SITUATE IN THE CITY OF BREMERTON, COUNTY OF KITSAP, STATE OF WASHINGTON. CONTAINS 1,941 SQ. FT. SHERIDAN ROAD & WHEATON WAY RIGHT-OF-WAY LEGAL DESCRIPTION PARCEL 3 A STRIP OF LAND OVER AND ACROSS A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89003'36" EAST 202.10 FEET ALONG THE SOUTH BOUNDARY OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 1 ° 35'54" EAST 30 FEET TO THE NORTH MARGIN OF SHERIDAN ROAD AND THE TRUE POINT OF BEGINNING; THENCE NORTH 88039'22" WEST, 142.64 FEET ALONG SAID NORTH MARGIN TO THE EAST MARGIN OF WHEATON WAY (SR 303) AND A NON -TANGENT CURVE TO THE RIGHT FROM WHICH THE CENTER BEARS NORTH 74054'44" EAST, A DISTANCE OF 686.25 FEET; THENCE NORTHERLY ALONG SAID CURVE 162.67 FEET THROUGH A CENTRAL ANGLE OF 13°34'53"; THENCE SOUTH 88039'22" EAST, 20.90 FEET; THENCE SOUTH 0l ° 1 F 14" WEST, 13 1. 13 FEET; THENCE SOUTH 45016'55" EAST, 20.20 FEET; THENCE SOUTH 88039'22" EAST PARALLEL WITH NORTH MARGIN OF SHERIDAN ROAD A DISTANCE OF 133.99 FEET; THENCE SOUTH 01°45'36" WEST 15.00 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF BREMERTON, COUNTY OF KITSAP, STATE OF WASHINGTON. CONTAINS 4,056 SQ. FT. _C) — - - N FUTURE SPRUCE ST. EXTENSION m X z 0 N , z W S Ln X z 0 Lil LAJ S tf z 0 m °' I - � I z � o J w s w (--,I SCALE: 1"=50' PARCEL 1 SCALE: 1"=400' R.O.W. DEDICATION LOCATION O cc Z a 0 m w T- a) WHEATON WAY( R 303) RIGHT—OF—WAY DEDICATION (PARCEL lo) ALBERTSONS STORE #443 ®® MW MAI"kl R.O.W. DEDICATION EXHIBIT PARCEL 1a EXHIBIT B 1144 Eastlake E., Suite 601 T (206) 522-9510 Seattle, WA 98109 F (206) 522-8344 SCALE: 1" = 50' 1/14/03 e-mail PArLMDMM CD SCALE: 1"=400' c �. - a_.. Q - - - - - — O SCALE: 1"=50' C13 X W •��yi�77�J /Q� / __ / LL ln Cif / - CD _ WHEATON WAY -- R.O.W. (SR 303) U-1 DEDICATION LOCATION Z W z RIGHT-OF-WAY o DEDICATION - PARCEL I Of 1.1 Mi (PARCEL 1b) o to >� z - C) _ (r � M Q WHEATON WAY (SR 303) o J ALBERTSONS STORE #443 R.O.W. DEDICATION EXHIBIT PARCEL 1b EXHIBIT B 1144 Eastlake E , Suite 601 T (206) 522-9510 Seattle, WA 98109 F (206) 522-8344 SCALE- 1' = 50' 1/14/03 e-mail PAcLMD.mM o00 i SCALE: 1"=400' z cn � LLJ M 'I Z Q Q LLJ w - w I I M I � A PARCEL 2 RIGHT-OF-WAY DEDICATION (PARCEL 2) WHEATON WAY (SR 303) % - R.O.W. DEDICATION WHEATON WAY LOCATION SCALE: I"=80' (SR 303) ALBERTSONS STORE #443 R.O.W. DEDICATION EXHIBIT PARCEL 2 EXHIBIT B 1144 Eastlake E., Suite 601 T (206) 522-9510 Seattle, WA 98109 F (206) 522-8344 SCALE: 1' = 80' 1/14/03 e-mail 'n'LmD con i x I IIII � I o I V 00 CNI �> cn co x�� w �.. � N / Z Of ef x — z / -- L�j � I I ¢ I B i SCALE: 1"=400' PARCEL 3 z ._.. � - --- t- ------ ��-- w 0 I I B �� II= Z w , • - \ w _ -/ \—RIGHT—OF—WAY CD co= i i - _; DEDICATION / WHEATON WAY R.O.W. DEDICATION (PARCEL 3) (SR 303) LOCATION ALBERTSONS STORE #443 ®® - R.O.W. DEDICATION EXHIBIT PARCEL 3 EXHIBIT B 1144 Eastlake E., Suite 601 T (206) 522-9510 n Seattle, WA 98109 F (206) 522-8344 SCALE: 1" = 80' 1/14/03 e-mail PA[LMD.CDM .;� SAF EC®' Bond 6202729 SAFECO insurance Company PO Box 34526 Seattle, WA 98124-1526 KNOW ALL BY THESE PRESENTS, That we, Albertsons, Inc., 250 Parkcenter Boulevard, Boise, Idaho 83706 as Principal, and the SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized under the laws of the State of Washington, and authorized to transact the business of surety in the State of Washington as Surety, are held and firmly bound unto Bremerton Public Works and Utilities, 3027 Olympus Drive, Bremerton, Washington 98310 in the just and full sum of Sixty Three Thousand Three Hundred Eight and 63/100 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Dollars ($ 63,308.63 ), for which sum, well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Sealed with our seals, and dated this 25th day of February . 2003 THE CONDITION OF THIS OBLIGATION IS SUCH, That, WHEREAS, said Principal has completed certain right-of-way and utility improvements for work on Wheaton Way and Sheridan Road, and WHEREAS, said Obligee requires said Principal to provide a two-year warranty guarantee for said work. NOW, THEREFORE, If the said Principal shall warranty the right-of-way and utility improvements made at Wheaton Way and Sheridan Road for a period of two years, then this obligation to be void; otherwise, to remain in full force and effect. Albertsons, Inc. (Seal) Principal l r _ (Seal) Principal SAFECO.INSURA�LCI Y Patrick D. Dineen S-1227/SAEF 10/99 _ (Seal) Principal ICA Y. Attorney -in -Fact ® A registered trademark of SAFECO Corporation FRP Bond No. 6202729 IMPORTANT NOTICE TO SURETY SON® CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. S-6248 2/03 POWER SAFECO Insurance Company • S A F E C Cr PO Box 34526 OF ATTORNEY Seattle, WA 98124-1526 No. 347 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint **PATRICK D. DINEEN; HEIDI BOCKUS; KRISTA M. STROMBERG; KATHIE L. WIEGERS; TEVY LOR; THOMAS J. JOCHUMS; JAY A. MILEY; SUZANNE HOLDEN; APRIL L. CHAMPAGNE: Seattle, Washutgton►►►►►►ww►rwwww*►.www►►►w►r►►►w►►►►►►►►►►►►►►►►►►w►►wwww►►►wwwwww►w►w►►ww►►w►►►w►►ww►wwwwww►*wwww►wwwww*w:wwwwww►►►w►w its true and lawful attorney(s)4n-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 5th R.A. PIERSON, SECRETARY CERTIFICATE day of November 4 1_C , MIKE M GAVICK, PRESIDENT Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 2001 "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power-of-attomey appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 25th day of February 2003 v COMM 9 SEAL y SEAL. 'r 1953 p�' 1923' O&P ��g�11ep(w���R, R.A. PIERSON, SECRETARY S-0974/SAEF 2/01 ® A registered trademark of SAFECO Corporation 11/5/01 PDF All -Purpose Certificate of Acknowledgment State of Washington County of Bing On February 25, 2003 before me, Heidi Bockus , DATE NAME OF NOTARY PUBLIC personally appeared Patrick D. Dineen NAME(S) OF SIGNER(S) 0 personally known to me - OR 1�f��a�a97�7 N0�Cp 1.J�� �VVe 030, W A "%%N ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. Though the data below is not required by law, it may prove valuable to persons relying on the document and prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ Individual(s) ❑ Corporate Officer: ❑ Title(s) ❑ Partner(s) 0 Attomey-in-Fact ❑ Trustee(s) ❑ Subscribing Witness ❑ Guardian/Conservator ❑ Other: DESCRIPTION OF ATTACHED DOCUMENT(S) Type of Document Bond No. 6202729 Number of Pages Two (2) Date of Document February 25, 2003 Signer(s) Other Than Named Above Albertsons, Inc. SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Safeco Insurance Company of America Document3 alarie Wolf.- Temp C of NE CONSTRUCTION COMPANY, INC. General Contractors Albertson's Store # 443 2900 Wheaton Way Bremerton, WA 98310 December 12, 2002 Dear Ms. Wolf- a�oc. (K" W �j aul S-V� oa C-4- 15 Sierra Construction would like to start the process for receiving Temp. C. of O. and C. of O for Albertsons 4 443, at 2900 Wheaton Way, Bremerton, WA 98310. Sierra has a contractual obligation with Albertsons to receive a Temp. C. of O before December 25, 2002. Albertsons needs Temp. C. of O. to begin stocking the store, which begins mid January 2003. Sierra understands that a Temp C. of O. will be provided with a punch list, to receive a permanent C. of O. It is Sierra's goal to complete the punch list in a timely manner. Sierra's cooperation will be assured to complete any punch list item. Listed below are pending items that may not be complete before December 25th. 1. Plumbing: Missing two cabinetry sinks that are supplied by Albertsons. 2. Fire Alarm: Alarm System will be installed. Alarm monitor will not be complete, due to phone system being incomplete. Phone lines have been brought to the demark in the electrical room. 3. Fire Safety: Sierra has clear direction from the Bremerton Fire Department on fire lane striping and signage. Sierra is waiting for clear weather in order to complete. It is Sierra's goal to make use of the first weather window available, possibly Dec. 19'b or 20'b. 4. Landscaping: Sod will be installed at the bottom of the Bioswale north of Maria's Taco Shop. Bioswale seed mix will be applied in the spring as soon as weather allows. 5. Traffic Signal: The City of Bremerton has the new traffic signal cabinet under test. Striping, `C' curb, and relocated signal work dependent on weather. 6. Electrical: Refrigeration cooler/ freezer/ case termination, exterior Lighting, and cabinetry trim not 100% complete. Sierra is willing to receive any input on trying to achieve our goal of receiving Temp. C. of O. before December 25'b. We can be reached at the following numbers: Bob Graff: 206-579-1967 Kevin Dix: 206-579-0923 Job Site : 360-377-0695 PERMITS: Building: 02-0123 Mechanical: 02-0123 Grading: 02-0083 Plumbing: 02-1023 Refrigeration: 02-0452 Retaining Walls & Stormwater Vault: 02-027 Fire Sprinkler: 02-0567 Electrical: 1826914 Fire Alarm: 02-0663 Electrical: 1814453 Electrical Signal Service B (SR303 Wheaton way): 109642E Electrical Signal Service A (Spruce & Sheridan): 109641E Sincerely, SIERRA CONSTRUCTION COMPANY, INC. TEMPLATE LETTER DOT REV 513-98 KH FILE CAAlbertsons No 443\01-02-07 Albertsons *443 RetaiN Correspondence\4 City-County\Temp C of O.doc .doc __... _.._ a Letter Dated September 23, 2002 from Chris Fusetti of Sierra Construction Co., Inc. to Error! Reference source not found. Error! Reference source not found. Error! Reference source not found. of Errorl Reference source not found. Kevin Dix kevind•.'&,sterramd com TEMPLATE_ LETTER DOT REV 513-98 KH PAGE: 2 OF 2 FILE C 1Albertsons No 443101-02-07 Albertsons #443 RetaiN Correspondencel4 Cdy-County\Temp C of 0 doc Sierra Construction Company, Inc. 16715 NE 79' Street Redmond, Washington 98052.4425 Phone: (425) 885.3797 Fax: (425) 885.4330 WWW: HTTPWwww.slerramd.com ----- I Valarie Wolf - Fwd; Albertson's request re: temp C of O _ _ Page,1 From: Jim Svensson To: Wolf, Valarie Date: 12/13/02 11:18AM Subject: Fwd: Albertson's request re: temp C of O 1 don't have a problem with it as long as Public Works is OK with # 5 and Fire is OK with # 3. Will they agree to not open the store until the Final C/O is issued? Jim >>> Valarie Wolf 12/12/02 12:41 PM >>> I am forwarding this to all of you to get your input, approval, etc. It will be addressed at the next Wednesday 8:00 meeting (Dec 18). Please either e-mail me by next Tues (Dec 17) with your response or come to the meeting please. I appreciate it, thank -you SUBJECT! McClure Engineering jos 02-01 Albertsons #0443 -- Bremerton, WA P.O. Box 1404 SHEET NO 1 of 1 TWIN FALLS, IDAHO 83303 CALCULATEDBY hanna Gashumov DATE 3/7/02 Phone:(208) 734-9015 CHECKED BY Scott Fames DATE 3/7/02 E-mail: mcclure@magiclink.com SCALE. Washington State Nonresidential Energy Code Compliance submitted for Albertsons Store # 0443 Wheaton Way at Sheridan Road Bremerton, Washington D 1E C E0WCE MAR 12 2002 DD BREMERTON BUILDING DEPARTMENT R 4040 Wheaton Wac. Suite 202 Bremerton. WA 911710 WASHINGTOON ENGINEERING wivi� '.iva eng.net PI IO\L. . 1420 Fns: 3c;0/.>77-41 i3 January 15, 2003 Mr. Mark Kimes 941 Highland Avenue Bremerton, WA 98337 RE: Completion of Project, Invoice for Services Dear Mr. Kimes: Thank you for the opportunity to complete this project with you. Please consider this transmittal letter of the resulting data as the completion of the project. Additionally, this is to serve as the invoice for services contained within our agreement. Total Amount Due: $660.00 o ps5di sf ncs Principal Architect Mark Kimes Residence Page l PLANNING e ENGINEERING 9 ARCHITECTURE EXISTING GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 7O, a °, °'. V*11�,?Ell03baa' ?9??_05STET (9TH yR'> Lot #25 • Vicinity Map North Scone of Work This project includes siding and door for an existing garage The garage was structurally modified in 1995 without a permit. This project includes documenting prior structural modification in order to obtain a building permit. Existing Garage: The existing garage is constructed utilizing a redundant structural bracing system. It includes a cross bracing system applied to the ver- tical framing system and attached with 1/4" diameter lag screws to each vertical member and to each corner post. All four sides exhibit this bracing system. Additionally, all openings are provided with knee braces lag screwed into 4x4 headers. Additionally, the exterior is constructed from 7/16" 0S13 sheathing nailed with 8d nails 6" vertically and horizontally at panel perimeters, and to secondary framing. This garage was reframed in 1995 to gain verticality and utilized ex- isting wall framing, while demolishing and rebuilding the roof struc- ture. It was built on existing foundations. The original building ap- pears to be 40 to 60 years old. Proposed Additions: In addition this garage will be sheathed with 1/2" T1-11 plywood, and nailed at panel edges with 8d nails 6" vertically and horizontally at panel perimeters, and to secondary framing. Additionally, the west side opening will be filled completely, and T- 1-11 plywood utilized for siding. And the East side will be framed to allow installation of a 7' x 9' OH garage door. WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 9831 360-405-1420 �1� EXISTING GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 Garage to be modified accord- ing to the Scope of Work 11 th Street J Existing Residence U i Q � 72 S i as N _ � i U N Q Sidewalk 100'-0" 3'-1 1/2" 11 �, 8'-5 1/2" 1 '-8" 8'-2" 10'-11' ge Off street parking Off street parking �p N Existing Paved Driveway 1 + _ PEGIS E17E:i Residence of Mark Kimes 941 Highland Avenue WASHINGTON ENGINEERING A North g 4040 WHEATON WAY, SUITE 202 Pag Bremerton WA 98310 BREMERTON, WASHINGTON 98310 360-405-1420 ' .,ice!i .0 {' U N Q Sidewalk 100'-0" 3'-1 1/2" 11 �, 8'-5 1/2" 1 '-8" 8'-2" 10'-11' ge Off street parking Off street parking �p N Existing Paved Driveway 1 + _ PEGIS E17E:i Residence of Mark Kimes 941 Highland Avenue WASHINGTON ENGINEERING A North g 4040 WHEATON WAY, SUITE 202 Pag Bremerton WA 98310 BREMERTON, WASHINGTON 98310 360-405-1420 ' .,ice!i .0 EXISTING GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 Roof overhand. Typ. �__ _........_. Demolish 1'-10" roof and _ overhang. Install metal drip y_�!........._ ._..._... .. <. �- -. edge, 4" gutter and down- •, spout adjacent to properly i ••••• line only. Pholbs A/7 i 4 x 4s @ 4'-0" OC Typ 2 x 4s @ 4'-0" OC Typ New 9' x 7' OH door Foundation Detail Existing concrete foun dation, slab and frami 2'-0" Typ- �riG:'I /Asphalt shingles over 7/16 OSB over o-._...._._.._ _.-2 x 6's at 2'-0" OC o --- 2x4 cross bracincy w./ 1/4" lag screws at . ' each 2x; corner post. See photographs --� -4-- . ... 4x4 header and knee brace. 1 is 2,_0' I' i } ••. -- 1/4" x 7" lag screws. _ i .• • Typical SectiolA It New 2 x 4 framing at 24" oc w/ 1/2" t-1-11 siding. _._.t ................_ _ .............................. Provide pt sill w/ 3/8" dia Existing Garage Wall Framing and Floor Plan ABS @ 12" OC. orth 0 5 Existing 2x6 rafters 7/16" OSB i- -i---i i i @ 2'-0" OC Blocked !K .— 4x4 Posts @ 4'-0" OC Typ. 2x6 PT Plate Existing Conc Foundation Foundation Detail lO Note: This is a description of an existing building to be installed with siding, and doors with OSB Both sides Foundation Detail Typical Exterior: 5/8" T I A I over 1/4" corrugated plastic over 7/16 OSB nailed with 8d@6"oc Ext. perimeter panel; 12" oc Int. panel. Area to be 12 framed closed w/ —� 2 2x4s @ 2'-0" oc. --•: .........._.__..._._..__... _........_..__...� _ �..:.._. 0 Provide PT 2x _ N sill. 1/2" dia AB _........ _ ............ r _... ... , 1 7. _. - 2'-0" s•••'• I Area to be framed with 7'x 2'_0„ 9' OH Door i` Existing concrete + foundations and • J. s concrete floor %...•_ -..._ slab. Sectio)@ WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360-405-1420 GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 Area to be framed and a ' 9'x7' OH garage door to be installed. 5/8" T1-11 siding to be installed on all four sides. _r 1 xF I. — _ r r __ r. _ East Elevation Area to be framed. closed 5/8" T1-11 siding to be installed on all four sides. ass WASHINGTON ENGINEERING I 1A RCHITECT 4040 WHEATON WAY, SUITE 202 ge BREMERTON, WASHINGTON 98310 360-405-1420 M!CING I c atop R11 STFTF- OF INASHINGTON GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 v •': � - 1 ' i; t•w.;;a• all ...moo'!,+ trraf Paaik 1 I ,s w• .., ,:,�•�J� 'cam • %. . _.�'� � ,- , `.a Simpson SFA installed at each 4x4 post. See detail 1, Page 2. fir �•; er .r,. __ - ! '�r:•.5`i •L �. Bracing lag screwed to corner posts, knee bracing '" : ! 7/16" OSB blocking 7/16" OSB panel designation WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360-405-1420 GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 Photograph S Knee bracing lagged into 4x4 header. 2x4 cross bracing lagged into each vertical li-aming member. to be framed In with a TO' OH Garage door installed WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 page BREMERTON, WASHINGTON 98310 360-405-1420 X51, $" ,EGISTERE© EXISTING GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 Lateral bracing lag screwed to all cor- ner framing , Photograph CO Blocking @ 2'-0" oc OSB Panel Designation PhotographAO _ OSB shear panels Lateral bracing lag screwed to all framing Framing extension connections WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360-405-1420 EXISTING GARAGE ENCLOSURE FOR MARK KIMES--941 HIGHLAND AVE BREMERTON, WA 98310 Lateral bracing lag screwed to all corner framing Framing extension connections t •x�*r 17 jlei All rafters screwed to wall studs and posts with 1/4" x 7" lag screws. Lateral bracing provided by OSB Blocking F� Lateral bracing lag screwed to all corner framing WASHINGTON ENGINEERING 4040 WHEATON WAY, SUITE 202 BREMERTON, WASHINGTON 98310 360-405-1420 Jan 14 2UUJ 1i:!:JeHM UHbUHUt UNLb1 LUnSULIll`Ili '41'ltZJ1•1+1 F' STRUCTURAL. CALCULATMNS FOR . KIMES GARAGE ENCLOSURE 94.1 HIGHLAND AVE BREMERTON, WA PREPARED FOR: WASHINGTON ENGINEERING JANUARY 14, 2003 CASCADE CREST CONSULTING ENGINEERS. INC. 17655 MOUNTAIN VIEW ROAD SISTERS, OREGON 97759 (54 U. 544-13,31 PREPARED BY: EUGENE TRAHERN, P.E. 27733 cc�� ICA, 4 ONA�� EXPIRES 4p/yg/a,/ uan 14 cuu.i l e:jarn LriciLHOt Ll<tJ I LUIlbUL I l Ilia 341 D'td l 4Y l N Cee6- i1 s1a-3 14/4�21.e dp ��-,�vc7u�z,a c C�A�e-r�.cA r�a.J S ford �NCLb5cE2�' OF ,4e1 ExISTi,tlf, �,4,e,,d6E v d �E5 G� / P'riac.4 T/✓F �-�lrs 7'ie./G C'A.� Pope rT S�f� sre uc �,e.F c ° �5 e'a�v d T�v.cl c �d o t� Frz.d tiff' G�G>itJSTie �!� r�o.J L�OR15isT/.c�Co . DF �� rOS� pal 2Y6 .TCySTS Caw off. 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BQ,d cF : GE's �.tl B.2It RE-Mcl jDA-v7- eYSras95- 2001 Washinqton State Nonresidential Energv Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Info Project Address Alb. 443 Date 2/21/2002 Wheaton Way & Sheridan Road For Building Department Use Bremerton, WA Applicant Name: Freiheit & HO Architects Inc.,P.S. Applicant Address, 10940 NE 33RD Place Su3.t202 Bellevue, WA 98004 Applicant Phone: (425)827-2100 Project Description I E] New Building ❑ Addition ❑ Alteration ❑ Change of Use ❑ Prescriptive ❑ Component Performance 0 ENVSTD 2.1 ❑ Systems Compliance Option (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Space Feat Type O Electric resistance * All other (see over for definitions) Minimum Insulation R -values Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. Glazing Area Calculation (rough opening) Gross Exterior Note- Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing 710.0 — 25923.0 X 100 = 2.7% Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 0.315 OQ yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Ono Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 10.0 assembly below Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R -values Roofs Over Attic U -factor All Other Roofs 17.1 Opaque Walls' 0.154 Below Grade Walls 0.315 Floors Over Unconditioned Space 0.215 Slabs -on -Grade 10.0 Radiant Floors Maximum U -factors Opaque Doors 0.600 Vertical Glazing 1.450 Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing Semi -heated space s Minimum Insulation R -values Roofs Over Semi -Heated Spaces2 I I 1 Assemblies with metal framing must comply with overall U -factors 2. Refer to Section 1310 for qualifications and requirements Notes Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ft2•°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U -factor Wall #1 (integral) 0.199 Wall #2(integral) 0.154 Wall #3 (integral) 0.315 Wall #4 (integral) 0.215 2001 Washington State Nonresidential Energy Code Compliance Form P-nvel• •' Summary •.Zone 1 ENV-SU4 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope /' -\ Electric Resistance: Space heating systems which use electric resistance requirements, the following two categories comprise all space heating types �\ START I elements as the primary heating system including baseboard, radiant, and Other: All other space heating systems including gas, solid fuel, oil, and �_ / forced air units where the total electric resistance heat capacity exceeds 1 0 propane space healing systems and those systems listed in the exception to WfQ2 of the gross conditioned floor area Exception: Heat pumps and electric resistance (continued at right) / terminal electric resistance heating in variable air volume distribution systems All walls R-1 insulaho0 Yes Yes 1 All Insulating Installed? Opague Wall R-11 Below Grd Wall (ext) R-10 Below Grd Wall loth) R-11 Roof Over Attic R-30 All Other Roof R-21 Raised Floor R-19 Slab -On -Grade R-10 Radiant Floor R-10 Opaque Door U 0 60 Glazing Criteria Mel? Glazing Vert OH Area % UVal UVal SHGC' 0-15% 090 1 45 1.00 15-20% 075 140 1.00 20-30% 065 130 0 65 30-40% 060 1 30 0 45 No No - criteria OK? (below) No Electric Resistance Heat? r Yes 7. <25% > Glazing' i Yes All Insulating Installed'I Opague Wall R. Masonry Wall (int) U-0.19 Masonry Wall(other) U-0 25 Below Grd Wall (ext) R-10 Below Grd Wall (oth) R-11 Roof Over Attic R-00 All Other Roof R-21 Raised FloorR-19 Slab -On -Grade R-10 Radiant Floor R-10 Opaque Door U-060 Glazing Criteria Met? Glazing Vert OH Area % UVal UVal SHGC 0-10% 0 90 145 1.00 10-15% 0 75 1 40 1 00 15-20% 065 1 30 080 20-25% 060 1 30 065 No Yes � "Lflterla O K? All walls R-19 Yes—�� �< tat nn7 All Insulating Installed? Metal Framed Wall U-0 062 Other Opaque Wall R-19 Masonry Wall (int) U-019 Masonry Wall(other) U-0 25 Below Grd Wall (ext) R-10 Below Grd Wall (oth) R-19 Roof Over Attic R-38 All Other Roof R-30 Raised Floor R-30 Slab -On -Grade R-10 Radiant Floor R-10 Opaque Door U-0 60 Glazing Criteria Met? Glazing Vert OH Area % UVal UVal SHGC 0-20% 040 080 100 Prescriptive Path Allowed Yes No Component Performance or . Systems Analysis Required All Insulating Installed? Option* Metal Framed Wall U-0062 Other Opague Wall R-19 Below Grd Wall (ext) R-10 Below Grd Wall (oth) R-19 Roof Over Attic R-38 All Other Roof R-30 Raised Floor R-30 Slab -On -Grade R-10 Radiant Floor R-10 0 a ue Door U 0 60 I Glazing Criteria Met? 83977. 8 Glazing Vert OH Area % UVal UVal SHGC 0-20% 0 40 0 80 100 Concrete/Mason Option* Wall Heat Capacity (HC) Assembly Description Assy.Tag HC** Area (sf) HC x Area West wall West Wall 11.32 6986.0 79081.5 North Wall North Wall 10.85 5247.0 56930.0 South Wall South Wall 11.65 4803.0 55955.0 East Wall East wall 10.27 8177.0 83977. 8 Totalsl 25213.0 Area weighted HC divide total of (HC x area) by Total Area 275944.2 10.94 No *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC=1.0 unless calculations are provided; for all other walls, use Section 1009. ENVELOPE SYSTEM PERFORMANCE COMPLIANCE CALCULATION PROGRAM VERSION 2.1 ASHRAE/IES STANDARD 90.1-1989 ENERGY EFFICIENT DESIGN OF NEW BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS CITY: 198 Seattle/Tacoma WA BUILDING: A1b.443 CODE <B,C,H>: Both Heated and Cooled DATE: 2/20/02 WALL ORIENTATION WEIGHTED N NE E SE S SW W NW AVERAGE CRITERIA ------- --------------------------------------------------------------- WL AREAI 5247 8177 4803 6986 1 ------- 0.03 1 0.300 GL AREAI 0 0 0 714 1 WWR I WWR SCx 1 0 0 0 .94 1 0.26 1 0.719 PF 1 0 0 0 1.0 1 0.28 1 0.0 VLT 1 0 0 0 0 1 0.00 1 N/A Uof I 0 0 0 1.4 1 0.39 1 0.628 WALL Uol .1599 .2127 .1820 .1652 1 0.18 1 0.096 HC 1 10.85 10.27 11.65 11.65 1 11.04 1 1 INS POSI 2 2 2 2 1 2 1 N/A EQUIP 1 .25 .25 .25 .25 1 0.25 1 0.250 LIGHTS 1 1.5 1.5 1.5 1.5 1 1.50 1 1.500 DLCF 1 0 0 0 0 0.00 1 0.0 ------- ---------------------- L 0 A D S---------------------- -TOTAL- ------- HEATING- 3.436 6.350 3.010 5.760 118.555> 12.079 COOLINGI 0.310 0.481 0.487 1.344 2.622< 19.321 TOTAL 1 3.745 6.831 3.496 7.105 121.177< 31.400 .+../*�**.** PASSES �G� v ., vatit� �' McClure Engineering P.O. Box 1404 TWIN FALLS, IDAHO 83303 Phone:(208) 734-9015 E-mail: mcclure@magiclink.com SUBJECT: U - WEIGHTED AVERAGES JOB 02-01 Albertsons #443 - Bremerton, WA SHEET NO 1 OF 2 CALCULATED BY ?hanna GashUmOVE DATE 1/24/2002 CHECKED BY Scott Fames DATE SCALE Area ( ftz) U -Value ( BTU / h ftZ F) U ` A ( BTU / h F ) Roof Open Ceiling 44,606 0.0590 2631.8 Dropped Ceiling 5,081 0.0420 213.4 49,687 2845.2 0.0573 UAVE West Wall front Doors - 0.6000 0.0 Insulated CMU - 0.1993 0.0 Furred & Insulated CMU 5,721 0.1542 882.2 Grouted CMU - 0.3149 0.0 Furred & Grouted CMU 1,265 0.2152 272.2 6,986 1154.4 0.1652 UAVE North Wall left Overhead Doors - 0.4700 0.0 Doors - 0.6000 0.0 Insulated CMU - 0.1993 0.0 Furred & Insulated CMU 4,754 0.1542 733.1 Grouted CMU - 0.3149 0.0 Furred & Grouted CMU 493 0.2152 106.1 5,247 839.2 0.1599 UAVE South Wall ri ht Overhead Doors - 0.4700 - Doors - 0.6000 0.0 Insulated CMU 380 0.1993 75.7 Furred & Insulated CMU 3,157 0.1542 486.8 Grouted CMU 392 0.3149 123.4 Furred & Grouted CMU 874 0.2152 188.1 4,803 874.1 0.1820 UAVE East Wall back Overhead Doors - 0.4700 0.0 Doors - 0.6000 0.0 Insulated CMU 7,226 0.1993 1440.1 Furred & Insulated CMU - 0.1542 0.0 Grouted CMU 951 0.3149 299.5 Furred & Grouted CMU - 0.2152 0.0 8,177 1739.6 0.2127 UAVE McCLURE ENGINEERING, INC. P.O. Box 1404 TWIN FALLS, IDAHO 83303 Phone (208) 734-9015 E-mail: mcclure@magiclink.com JOB W— CALCULATED HV - DATE CHECKED BY r z� 14' DATE SUBJECT SCALE Ghia ao _ o!� . — F4tek'Io r �- �vt�-ev Dh-Gwd�S%�. 1\°—©.fig._......_ .. 0.51:41 .F-�aC�"or 1 `Y: is9w&lMl 251;:moi of6 &Y, A I arv, f t T rglre zvle'�- r,� J/ �elcc - C `' Gfr1 u GC - o. 670 a GJ" 4y rYl a s s -Por CvhGra 0a r�-, --L)_ i GYM �T — cJ. Cps so l i d G eau L{ - O. al zls 5VAl "t- I CC)�! S T Kum fires —------------ _ ------ — CODE V,/ -n�! ► _� UG i 10�: �� t55/F� 3tU/Fi P�c�1,V==U P.i �I-1-� E',ill�F=r`•F --- Nn. r''S Sr-il -rn -rl" L- I I -I 11 - 1—C)TAL 'Li a.v — O. C fav ) V�IALI.. G2��if� r•in._ --- LI R 1 rP- �f"7 c-o`lS-VV-- UGTk0iq n a t #- N�. Air ctGc� G P 6c c 0 D E-_ wT' WT Nn. TOTP. L I In. �T I T c r�n -,T R U C -T I C711 -------------------- 1 -►- �_t�.` _�'�Ml��f_W�1_( L°ra1^f�( �rLlt" Verrn iec� I � �e �, A-� WT C C) ! Ti<_UC— i 10 ��: W -i F1' L1/r, `•F --- rte!:;. / �5/F.- - TCS T"A. L SPACE 1 STUD I Uav D. C. lJp,v WbLt- GROIIh til O.------ - -rc�Tla L 9. (p Jr Li -R = 0.19 M I T E N` :1 �,[ t'l/a l� �� �i ��' Urrn�lit�! , _ a i r--5-6 C-O`IST.UG-f 10`: idO coop -77 WT' L5 s / F T L Wi xs;; ails/ FT 2• c TC -)T& T H E_- K IVW A LP P, ►� ►=-R T IES Fo P, : .dew , J/ z1g. -- - I T E ME . \ /�.'907 �i_ d . CC7`.s T RUGS 10N' cnn� No. R•c �=Tu ki Rs P; W T L65/FT' Wi x5H eTU/f=T F LO�S`ZUG`� OV 1 1 , I Cane No W 1 tRs/FT: V,/� sru SFT' ,p �Q �' 1 C rye , /-Z r 7•C-// D 'pS 7r 1 GC r �O p Sp"�'Pc' L S� TCS TA L - R = KDOF NA. T"C7TAL I 1 STUD I _ Lia" _ O. c. R� + o. c. R - '� s vav WALL. GROUP 110. c --- CONSTVUCTIgN CODE Nn. (Z WT L6S/FTl- W )CS; -A 37L�FT:'c EX Fc•eA'r! /77 S��ro K- -- IOTA L tin ITEM K U GT I O w 'CODE ND. <ZL i� �,� v F2�.r..I.V 4 R s a; FR,0.M I �•G ViT LF�5/FEV W i x5H &W/FT`•F Celle C O -.'- I S T? U f`: ' W T LF3Sr/F7 Wix 5 3TU/FT'•= 10,71 'TOTA L 17 Q — u D, D R ,� g 2OO F Wo. -ro TrA. �. UAv _ SPAGE 1 -F ST'U O I c o. c. R� '� o. C. RIP UAv WALL. GROUP NO, IT E.f� c aNSTR`UCTIgN CODE Nn, WT Leis/ FTL W► �cS:-i 6Tu/FT:,`. TATA L Ho 2001 Washington State Nonresidential Energy Code Compliance Form . 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Address Alb. 443 Date 2/21/2002 Space Heat Type Q Electric resistance QQ All other For Building Department Use Glazing Area as % gross exterior wall area Prop. 25.0% Max.Target Concrete/Masonry Option (0) Yes Q No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U -factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U -factor x Area (A) = UA (U x A) U -factor x Area (A) = UA (U x A) U= Plan ID: Glazing % Electric Resist. Other Heating U= Plan ID: @ rn U= Plan ID 0-15% 0.40 0.90 '@ U= Plan ID: >15-20% 0.40 0.75 > 0 U= Plan ID- >20-30% not allowed 0.60 U= Plan ID: >30-40% not allowed 0.50 U= Plan ID: (see Table 13-1 for Conc/Masonry values) U= Plan ID: Glazing % Electric Resist. Other Heating Q U= Plan ID: 8 U= Plan ID: 0-15% 0.80 1.45 _N O O U= Plan ID: >15-20% 0.80 1.40 >20-30% not allowed 1.30 o U= Plan ID: o U= Plan ID: >30-40% not allowed 1.25 > O W r U= Plan ID: (see Table 13-1 for Conc/Masonry values) O IU= Plan ID: 4) v, U= Plan ID - Electric Resist. Other Heating o U= Plan ID: O U= Plan ID: 0.60 0.60 n R= Plan ID: > x R= Plan ID: Electric Resist. Other Heating O R= Plan ID: 0.031 0.036 R=R0of#1 Plan ID: 0.059 44606.0 2631.8 0.059 49687.0 2931.5 U) t o R= Roof#2 Plan ID: 0.045 4616.0 207.7 Electric Resist. Other Heating O R=Roof#3 Plan ID: 0.037 465.0 17.2 0.034 0.050 R= Plan ID: ** R= Plan ID: ** R= Plan ID: ** R= Plan ID: Electric Resist. Other Heating m Q R= Plan ID Ordinary 0.062 0.14 n R= Plan ID: Conc(int) 0.19 0.19 O R= Plan ID: Conc(oth) 0.25 0.25 '*Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R= Plan ID: Electric Resist. Other Heating R= Plan ID- °o 2 R= Plan ID: 0.062 0.14 Note: if insulated to levels required for opaque walls, list above with opaque walls n c R= Plan ID: Electric Resist. Other Heating R= Plan ID: L0 c _ R= Plan ID: 0.029 0.056 R= Plan ID: c R= Plan ID: Electric Resist. Other Heating m i R= Plan ID: i O1 a R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. Totals 49687.0 2856.7 Totals 49687.0 2931.5 For compliance: 1N Prnnnecri Tnfnl Gros chall anual Tarna n a rea_ an r000se 0 a UA shall not-exceedargeI-oral UA 1994 Washington State Nonresidential Enerqy Code Compliance Form 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 Project Info Project Address Albertsons Store #443 Date 2/21/2002 Wheaton Way s Sheridan Road For Building Dept. Use Bremerton, WA Applicant Name, Freiheit 6 HO Architects Inc., P.S. Applicant Address: 10940 ne 33RD Place Suit 202 Bellevue, WA 98004 Applicant Phone: (425) 827-2100 Project Description Briefly describe mechanical system type and features. Simple System 0 Complex System O 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. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capaclty2 OSA CFM SEER Btu/h Total CFM or Econo? or EER IPLV3 Location Efficiency° Heating Equipment Schedule Equip ID Brand Name' Capacity2 OSA cfm Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency° Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP1 HP/BHP Flow Controls Location of Service 'If available 2 As tested according to Table 14-1, 14-2 or 14-3 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable s Flow control types variable air volume(VAV), constant volume (CV), or variable speed (VS) 1994 Washinqton State Nonresidential Enerqv Code Compliance Form System Description If Heating/Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Btuh See Section 1421 for full description or Cooling Only ❑ Split system? ❑ Economizer included? or 1900 cfm? of Simple System qualifications. If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Start r System Type Heatin Cooling �, Constant' ., 'or Cooling Only • Volume?.• "no yeS,.. i Heating Only r Aar Cooled? X5000 cfm?.;.:..._1 no - "yes yes no Reference r Y I .. Sec 1421 ' .• �Padaged' System? <70% OA > I yes no yes r no <54,000 Btuli no or 1900 cfm?, Y- "yes Econo 1?" no . yes I r Reference Sec 1423 ; r Split System? - -no r ,,84,000 Btuh -1.. or 1900 cfm?, • no yes ..I, �Simple System > All owed - — iReference I Sec 1420 r _ .. Use Complex Reference – > System Sec 1430 , Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which omplex Systems Complex Systems requirements are applicable to this project. 1994 Washinaton State Nonresidential Enerav Code Compliance Form 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 Project Info Project Address Albertsons Store #443 Date 2/21/2002 Wheaton Way & Sheridan Road For Building Dept. Use Bremerton, WA Applicant Name: Freihext & HO Architects Inc., P.S. Applicant Address 10940 ne 33RD Place Suit 202 Bellevue, WA 98004 Applicant Phone (425) 827-2100 Project Description I Main system is builtup split system with inside air handler, roof top air Briefly describe mechanical system cooled condensers, refrig. heat reclaim, and gas duct furnaces. Several type and features I QMnll 7nnac nlcn haves rnnf tnn Ar.. i initc Simple System * Complex System O 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. Cooling Equipment Schedule esee s ee t 5, 1 ScAe wee Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA CFM or Econo7 SEER or EER IPLV3 Location Heating Equipment Schedule See S eet 5; aQ00V Equip ID Brand Name' Capacity OSA cfm Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficient 4 HP/BHP Flow Controls Location of Service Fan Equipment Schedule see sA eel 3; ' s ezlelee Equip. ID Brand Name' Model No.' CFM SP1 HP/BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14-1, 14-2 or 14-3. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable 1994 Washinqton State Nonresidential Enerqv Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK' 1994 Washington State Energy Code Compliance Forms June, 1995 Project Address Albertsons store 11443 Date 2/21/2002 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 yes 1411.4 Pkg. elec. htg.& clg List heat pumps on schedule 5.1 yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 5.1 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans 5.OA yes 1412.2 Deadband control Indicate 5 degree deadband minimum 5.1 n.a. 1412.3 Humidity control Indicate humidistat n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n.a. 1412.4.1 Dampers Indicate damper location and automatic controls yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 5.1 yes 1412.6 Combustion htg. Indicate modulating or staged control 5.1 yes 1412.7 Balancing Indicate balancing features on plans 5 . oA/s n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Operation Indicate 100% capability on schedule n.a. 1413.2 Control Indicate controls able to evaluate outside air n.a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 14141 Duct sealing Indicate sealing necessary 5. oA/s yes 14142 Duct insulation Indicate R -value of insulation on duct 15250.0 yes 1415 1 Piping insulation Indicate R -value of insulation on piping 15240.0 yes 1424 Separate air Sys Indicate separate systems on plans 5. oA/s yes Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer Attache d SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R-10 insulation under tank n.a. 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools n.a. 1452 Pool water heaters Indicate not electric resistance n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover a. 1454 Pools 90+ degrees Indicate R-12 pool cover If "no" is circles Tor any question, proviae explanation: 2001 Washinaton State Nonresidential Energv Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Info Project Address Albertsons-Bremerton Date 2/27/2002 Wheaton Way s Sheridan For Building Department Use Bremerton, WA. Applicant Name: Freiheit S Ho Architects, Inc. P.S. Applicant Address: 10940 NE 33RD PLACE (202) BELLEVUE, WA. 98004 Applicant Phone: 425.827.2100 Project Description I E] New Building ❑ Addition ❑ Alteration ❑ Change of Use [:]Prescriptive Q Component Performance E]ENVSTD 2.1 E] Systems Compliance Option (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Space Heat Type Q Electric resistance Q All other (see over for definitions) If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ftz-* F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. Glazing Area Calculation (rough opening) Gross Exterior Note. Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing 880.1 — 21237.0 X 100 = 4.1% Gross Exterior Wall Area if they are insulated to the level required for opaque walls O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R -values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U -factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing Semi -heated space 2 Minimum Insulation R -values Roofs Over Semi -Heated Spaces2 1. Assemblies with metal framing must comply with overall U -factors 2. Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ftz-* F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U -factor N/A N/A ® ECEOWE MAR 2001 0 BREMER-ION BUILDING DEPARTMENT 2001 Washinaton State Nonresidential Enerav Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Address Albertsons-Bremerton Date 2/27/2002 Space Heat Type Q Electric resistance QQ All other For Building Department Use Glazing Area as % gross exterior wall area 4.1% Prop. T40.0% Max.Target Concrete/Masonry Option O Yes QQ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U -factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U -factor x Area (A) = UA (U x A) U -factor x Area (A) = UA (U x A) U=1.450 PlanID:3.oa & 3.9b 1.450 880.1 1276.1 0.900 880.1 792.1 Glazing % Electric Resist. Other Heating U= Plan ID: rn U= Plan ID: 0-15% 0.40 0.90 cr 'M U= Plan ID: >15-20% 0.40 0.75 > c7 U= Plan ID: >20-30% not allowed 0.60 U= Plan ID: >30-40% not allowed 0.50 U= Plan ID: (see Table 13-1 for Conc/Masonry values) U= Plan ID: Glazing % Electric Resist. Other Heating ¢ U= Plan ID: N U= Plan ID: 0-15% 0.80 1.45 O O U= Plan ID: >15-20% 0.80 1.40 v >20-30% not allowed 1.30 w U= Plan ID: ` 0 U= Plan ID: >30-40% not allowed 1.25 O t U= Plan ID: (see Table 13-1 for ConcfMasonry values) O U= Plan ID. y U=0.600 PlanID:3.Oa & 3.9b 0.600 231.3 138.8 0.600 231.3 138.8 a o U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 R= Plan ID: 0 O R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 0.036 R=21.1 Plan ID- 0.047 50466.7 2371.9 0.050 50466.7 2523.3 L o R= Plan ID: Electric Resist. Other Heating O x R= Plan ID: 0.034 0.050 R=10.6 Plan ID:3.Oa & 3.9b 0.094 20125.6 1891.8 0.190 20125.6 3823.9 R= Plan ID: ** R= Plan ID: ** m R= Plan ID: Electric Resist. Other Heating R= Plan ID: Ordinary 0.062 0.14 Cr M R= Plan ID: Conc(int) 0.19 0.19 O R= Plan ID: Conc(oth) 0.25 0.25 **Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R= Plan ID: Electric Resist. Other Heating o °'v R= Plan ID: 2R= Plan ID: 0.062 0.14 Note: if insulated to levels required for opaque walls, list above with opaque walls R= Plan ID: Electric Resist. Other Heating 0 O R= Plan ID: R= Plan ID: 0.029 0.056 R= Plan ID: C R= none Plan ID:3.Oa 0.590 952.0 561.7 0.540 952.0 514.1 Electric Resist. Other Heating R= Plan ID: R= Plan ID: F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) *For CMU walls, indicate core insulation material. Totals 72655.7 6240.4 Totals 72655.7 7792.2 For compliance: 11 PrnnnsPrl Tntal Area shall anual Tarne a UA shall no n a rea_ an r000se o excee araeI otal DA. 2001 State Nonresidential Energv Code Compliance Form 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A ID: 3.2a 1.000 880.1 880.1 1.000 880.1 880.1 ID: Glazing % Electric Resist. Other Heating rn N ID: 0-20% 1.00 1.00 ID: >20-30% not allowed 0.65 ID: >30-40% not allowed 0.45 ID: (see Table 13-1 for ConGMasonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals 680.1 880.1 Totals 880.1 880.1 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Proposed Areas: Numbered values are used in calculations below Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= ""o* 1 Opaque Areal 1 50466.7 20125. 6 Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 21237.0 x 40 . 0'k — 1 100 ZTarget OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area 8494.8 — II lesser = 8494.8 — ZOlesser = 880.1 8494.8 �� 8494.8 Proposed Opaque Area Proposed OG Area Target OG Areata Target Opaque Area Roofs over Attics + — Other Roofs 50466.7 d + I — = 50466. 7 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 1 20125.6 + F 886-1 j — 1 880.1 j = 1 2 1 Target Areas OK Note If there is more than one type of wall, the Target VG Area maybe distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. 2001 Washington State Nonresidential Enerciv Code Compliance Form .Bpilding Permit Plans 2001 Washington State Nonresidential Energy Code Compliance Forms First Edition, June 2001 Project Address Albertsons-Bremerton Date 2/27/2002 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 Location Building Department (yes, no, n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type, Other If "Other', indicate on plans that electric resistance heat is not allowed n. a. 13102 Semi -heated spaces Semi -heated spaces identified on plans if allowed 1311 Insulation yes 1311 1 Insul installation Indicate densities and clearances yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; 2.3, Indicate clearances for attic insulation, Indicate baffles if eave vents installed, Indicate face stapling of faced batts yes 1311 3 Wall insulation Indicate R -value on wall sections; 3.OA, 2.3 Indicate face stapling of faced batts, Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; no 1311.4 Floor insulation Indicate R -value on floor sections, Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents yes 1311 5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; 2.3, Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected n. a. 13116 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top, Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re 'd. by Official yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical see vertical and overhead) as percent of gross wall area attached yes 1312.1 U -factors Indicate glazing and door U -factors on glazing and door schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, as fillings yes 13122 SHGC & SC Indicate glazing solar heat gain coefficient or shading 2.3 , coefficient on glazing schedule (provide area -weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 3.OA, 2.3 n. a. 1313.2 Roof/ceiling vap ret. Indicate vapor retarder on roof section; Indicate vap. retard with sealed seams for non -wood struc yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 3.OA, 2.3 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 2.3 n. a. 1313.5 Crawl space vap ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage yes 1314.1 Bldg envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping yes 1314.2 Glazing/door sealing Indicate weatherstripping n. a. 13143 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVEXOM PON ENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum. Form Completed and attached. see Provide component performance worksheet if necessary attached Provide ENVSTD 21 screen 1 output if necessary If "no" is shown for any question, provide explanation: 1 -P6 W N a A.rn a� am §m Fm m ?� m rn o 2 z z 2e �0 9 p #H' Cf� N n� W �r-m m<� 22 � x a a� tmF ALBERTSONS NO. 443 BREMERTON, WASHINGTON WHEATON WAY & SHERIDAN ROAD BREMERTON, WA z N S o A5 yA o ' R mm FREIHEIT & HO ARCHITECTS INC., P.S.,K Tm- M.WLCC —nT DATE Fault Current Project Name: Albertson's Store #GR 0443 - Bremerton, WA Project Number: 02023.00E Designed By: BJW Item Name: Notes: -NONE- Calculation of Fault Current Fault SCA Source = TA Secondary SCA Available = 60300 Length Units = Feet Motor Load = 45 KW Motor SCA = 704 Motor SCA Treatment = Motor SCA Not Included System Voltage = 208 System Phase = 3 Phase Transformers Name PH Size Pri.V Sec.V TA Utility Name S/F Service Lateral Main -Feeders 3 -PH 500 Cond Cable PVC, ABS 1/c,CU 12470 208 Size Qty 500 8 D MA R 1. 2 2002 BREMERTON BUILDING DEPARTMENT %Z SCA.3PH 2.3 60300 Feet SCA.3PH 90 49,773 F7 PANEL CF1 EXPIRES 01-08- Name Cond Cable Size City Feet SCA.3PH F1 XFRSW ECR EMT 1/c,CU 2 1 24. 18,545 F2 XFRSW EM EMT 1/c,CU 2 1 26 17,624 F3 PANEL CL EMT 1/c,CU 2 1 220 3,029 F4 PANEL CH EMT 1/c,CU 2 1 222 3,003 F5 PANEL F PVC 1/c,CU 2/0 1 250 4,943 F6 PANEL G PVC 1/c,CU 1 1 85 8,730 F7 PANEL CF1 EXPIRES 01-08- c EMT 1/c,CU 1/0 1 210 4,630 F8 PANEL LP1 EMT 1/c,CU 1/0 1 144 6,475 F9 PANEL LP2 EMT 1/c,CU 1/0 1 146 6,398 F10 PANEL M EMT 1/c,CU 3/0 1 205 6,537 F11 PANEL K PVC 1/c,CU 250 1 253 7,497 F12 PANEL R1 PVC 1/c,CU 350 1 128 14,933 F13 PANEL D PVC 1/c,CU 3/0 2 280 9,632 F14 PANEL SL PVC 1/c,CU 3/0 1 130 10,221 F15 AC -3 EMT 1/c,CU 2 1 260 2,587 F16 M-1 EMT 1/c,CU 250 1 150 10,431 F17 M-3 EMT 1/c,CU 4/0 1 155 9,464 F18 M-2 EMT 1/c,CU 1/0 1 155 6,072 F19 M-4 EMT 1/c,CU 4/0 1 155 9,464 F20 M-5 EMT 1/c,CU 4/0 1 155 9,464 F21 ECP EMT 1/c,CU 3/0 2 155 14,218 F1 Sub -Feeders Name Cond Cable Size Qtv Feet SCA,3PH S1 PANEL ECR PVC 1/c,CU 2 1 130 4,292 F2 Sub -Feeders Name Cond Cable Size Qty Feet SCA,3PH S1 PANEL EM EMT 1/c,CU 2 1 156 3,615 F7 Sub -Feeders Name Cond Cable Size Qty Feet SCA,3PH S1 PANEL CF2 EMT 1/c,CU 1/0 1 4 4,552 File Name: N:\Elec-Retail\Alb\gr0443\Fault Calcs\gr0443.edr Date Created: 11/26/01 9:33:54 AM Date Modified: 3/6/02 3:16:31 PM Source: EDR, Electrical Designers' Reference, 1999 Software Version: 1.0 (Build 3). Based on the 1999 NEC®. Copyright © 1999 C+E Electronic Publishing, Inc. All Rights Reserved. F R, E 1 -ARC H I'T 10940 NE 33RD PLACE SUITE 202 BELL EIT & HO CTS, INC., P.S. E, WA 98004 P.425 827.2100 F-425 828.6899 Energy Code Compliance Project Name: Albertson -Bremerton Bremerton, WA. Project No — A01-142 Code Compliance: Washington State Energy Code Chapter 51-11 WAC (1997 Edition) Reference: Chapter 51-11 WAC Chapter 13 Building Envelope using component performance approach, zone 1 Date prepared: January 22, 2000 Per Table 13-1, energy code compliance for the building components of this building shall be as follows: Space heat type: Gas heat Roof insulation: R-20 Building opaque walls: 8" cmu w/ foam insulation Opaque doors: U value = .60 Slab on grade perimeter insulation: None Glazing (un -insulated single pane): 0.45 Shading Coefficient 1.45 U -value MAR 12 2001 ]D BREMERTON BUILDING DEPARTMENT Glazing area calculation West Elevation (3201): Storefront windows- 0 @ 0 s.f. = 0 s.f. Subtotal - = 0 s.f. East Elevation (3202): Storefront windows- 1 @ 14.92 s.f. = 14.92 s.f. Subtotal - = 14.92 s.f. South Elevation (3203): Storefront windows- 0 @ Os.f. = 0 s.f. Subtotal - = 0 s.f. North Elevation (3204): Storefront windows- 2 @ 240.90 s.f. = 481.80 s.f. 1 @ 186.70 s.f = 186.70 s.f. 1 @ 211.60 s.f. = 211.60 s.f. Subtotal - = 880.1 Os.f. Total building glazing area - = 895.02 s.f. Opaque door area calculation West Elevation (3201): H.M. doors- 0 @ 0 s.f. = 0 s.f. Subtotal - = 0 s.f. East Elevation (3202): H.M. doors- 1 @ 46.44 s.f. = 46.44 s.f. 1 @ 16.00 s.f. = 16.00 s.f. 2 @ 60.00 s.f. = 120.00 s.f. Subtotal - = 182.44 s.f. South Elevation (3203): H.M. doors- 1 @ 48.90s.f. = 48.90 s.f. Subtotal - = 48.90 s.f. North Elevation (3204): H.M. doors- 0 @ 0 s.f. = 0 s.f. Subtotal - = 0 s.f. Total opaque door area - = 231.34 s.f. Building gross wall area calculation West Elevation (3201): Building wall - Subtotal - East Elevation (3202): Building wall - Subtotal - South Elevation (3203): Building wall - Subtotal - North Elevation (3204): Building wall - Subtotal - 1 @ 4031.45 s.f. = 4031.45 s.f. 4031.45 s.f. 1 @ 4031.45 s.f. = 4031.45 s.f. 4031.45 s.f. 1 @ 6345.30 s.f. = 6345.30 s.f. 6345.30 s.f. 1 @ 6501.70 s.f. = 6501.70 s.f. 1 @ 432.50 = 432.50 s.f. = 6934.20 s.f. Building gross wall area calculation (cont...) Total building gross wall area - Percentage glazing - 895.02 / 21,342.40 = 21,342.40 s.f 4.19% t� CMU wall area calculation (R-14.1) West Elevation (3201): CMU wall - Subtotal - East Elevation (3202): CMU wall - Subtotal - South Elevation (3203): CMU wall - Subtotal - North Elevation (3204): CMU wall - Subtotal - Total Conc. wall area - 1 @ 403145. s.f. = 4031.45 s.f. 4031.45 s.f. 1 @ 3790.09 s.f. = 3790.09 s.f. = 3790.09 s.f. 1 @ 6296.40 s.f. = 6296.40 s.f. = 6296.40 s.f. 1 @ 6007.66 s.f. = 6007.66 s.f. = 6007.66 s.f. 20,125.60 s.f. Component types: CMU Wall: Outside air .170 8" cmu w/ foam insulation 9.1 3 5/8" Steel Studs @ 24" o.c. 0.0 5/8" G.W.B. .68 Inside air .68 Total .83 R -value 0.10 U -value Roof with Rigid Insulation: Outside air .17 Membrane roofing .33 R-20 rigid insulation 20.00 Metal decking 0.00 Pre-engineered Steel Trusses 0.00 Inside air .61 Total 31.11 R -value .032 U -value Slab on Grade: Perimeter: 952.0' .. • 1994 Washington State Nonresidential Energy Code Compliance Form Washington State Nonresidential Energy Code Compliance Forms First Edition - June, 1998 Project Info Project Address Wheaton Stay and Sheridan Road Date 3/6/02 Bremerton, WA For Building Department Use ABS # 443 Applicant Name: ALBERTsou,s INC Applicant Address: 250 ParkCenter Blvd. Applicant Phone: Boise, ID 83702 EXPIRES 01-08- Q p CEUMC� ]D MAR 12 2002 BREMERTON BUILDING DEPARTMENT 1997 Washington State Nonresidential Energy Code Compliance Form 'Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June, 1998 Project Info Project Address Wheaton Way and Sheridan Road Date 3/6/02 Bremerton, WA For Building Department Use ABS # 443 Applicant Name: ALBERTSON'S INC Applicant Address: 250 Parkcenter Blvd. Applicant Phone: Boise, ID 83702 Project Description 10 New Building ❑ Addition ❑ Alteration Q Prescriptive Q Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed LishtinS Wattase (Interior) Location (floor/room no.) Occupancy Description Allowed Watts per ft2 " Area in ft2 Allowed x Area Entire store Retail store - minus food & drug prep 1.50 51253.0 76879.5 59.0 59.0 3B8 1 33.0 33.0 -- rrom i Sole i 5-i (over) - aocument an exceptions on corm L i u -LVA i oral Anowea vvans 1 76879.51 Provosed Liahtine Wattase (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Main Sales 3A8 1 59.0 59.0 3B8 1 33.0 33.0 10A8 2 114.0 228.0 10F8 113 228.0 25764.0 SL2F8x 14 114.0 1596.0 SL2G8x 10 59.0 590.0 8F8 40 228.0 9120.0 Produce Sales TRACK LIGHTING (SL4A) - 50W/FT 326 50.0 16300.0 Pharmacy 2A8 11 114.0 1254.0 2B8 2 59.0 118.0 Pharmacy Rest. 3B8 1 33.0 33.0 Customer Srvc 8A8 5 114.0 570.0 8B8 2 59.0 118.0 Restrooms 2B8 1 59.0 59.0 18A8 2 114.0 228.0 18B8 2 59.0 118.0 Cart Storage 2A8 22 114.0 2508.0 service Deli 2A8 36 114.0 4104.0 2B8 5 59.0 295.0 video Sales 15A8 8 85.0 680.0 Offices 3AB 4 59.0 236.0 3B8 5 33.0 165.0 2A8 1 114.0 114.0 Dairy Cooler ase 3 59.0 177.0 1997 Washinqton State Nonresidential Enerqv Code Compliance Form Exit Lights X 10 10.0 100.0 Grocery Freezer 7A 3 135.0 405.0 Fish Cooler 4B8 1 59.0 59.0 Meat Cooler 4A8 10 114.0 1140.0 Breakro= 3A8 4 59.0 236.0 Restrocros 18B8 2 59.0 118.0 Receiving 11A8 1 59.0 59.0 10A8 20 114.0 2280.0 DL2 2 150.0 300.0 JOBB 1 59.0 59.0 Produce Cooler 4B8 3 59.0 177.0 Deli Freezer 7A 2 135.0 270.0 Deli Cooler 4A8 1 114.0 114.0 ass 1 59.0 59.0 Meat Sales 2A8 11 114.0 1254.0 2B8 2 59.0 118.0 Produce 2A8 7 114.0 798.0 2B8 2 59.0 118.0 Bakery Freezer 7A 2 135.0 270.0 Beer Cooler 4A8 3 114.0 342.0 Main Sales 8G8 12 118.0 1416.0 loco 10 118.0 1180.0 10HS 1 64.0 64.0 SH8 1 64.0 64.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 75467.0 Maximum Allowed Lighting Wattage (Exterior) Location Description Allowed Watts per ftz or per If Area in ftz (or If for perimeter) Allowed Watts x ft2 (or x If) Covered Parking 6A 0.2 W/ftz 205.0 615.0 Open Parking 6B 0.2 W/ftz 170.0 1530.0 Outdoor Areas I9A 0.2 W/ftz 210.0 5040.0 Bldg. (by facade) SL21A 0.25 W/ftz 68.0 544.0 Bldg. (by perim) Entire building 7.5 W/If 1074.0 8055.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 8055.0 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location Number of Fixture Description Fixtures Watts/ Fixture Watts Proposed Walls 6A 3 205.0 615.0 Walls 6B 9 170.0 1530.0 Canopy I9A 241 210.0 5040.0 walls SL21A 8 68.0 544.0 LI Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 7729.0 1997 Washington State Nonresidential Energv Code Compliance Form Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q 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 2.3 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 2 indicate these spaces on plans If not 2. Lamps are T-5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and qualified, do LPA Calculations 4. Ballasts are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use' LPA2 (W/fts) Use' LPAz (W/ft2) Painting, welding, carpentry, machine shops 2.3 Police and fire stations3 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hall" 2 Assembly s aces9, auditoriums, gymnasiatt, theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/barss 1 Cafeterias, fast food establishments5 1.5 Retail A10 1 Factories, workshops, handling areas 1.5 Retail 810, Retail banking 1.5 Gas stations, auto repair shops" 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses",storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages sae section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas 0n1y7 Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5•7•" 1.2 Footnotes for Table 15-1 1. 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. For both Retail A and Retail B, light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 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. 1997 Washington State Nonresidential Energy Code Compliance Forms State Nonresidential Enerpv Code Comaliance Form First Edition - June, 1998 Project Address Wheaton way and Sheridan Road Date 3/6/02 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 ft2" location on LTG -SUM. Ad-usted Lighting Power Allowances (Interior) Location Allowed Ceiling Height Ceiling Height limit Adjusted LPA (floor/room no.) Occupancy Description Watts per ft2'" for this room for this exception" Watts per ft' I " From Table 15-1 based on exceptions listed in footnotes 1997 Washington State Nonresidential Enerov Code Compliance Form Lighting Permit Plans 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June, 1998 Project Address Wheaton way and Sheridan Road Date 3/6/02 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 7.1A yes 1513.2 Area controls Maximum limit per switch 7.1A .a. 1513.3 Daylight zone control Schedule with type and features, indicate locations .a. vertical glazing Indicate vertical glazing on plans .a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display/exhib/special Indicate separate controls 7.2s 1513.5 Exterior shut-off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location 7.1A yes (b) photocell. Indicate location 7.1A 1513.6 Inter. auto shut-off Indicate location .a. 1513.6.1 (a) occup. sensors Schedule with type and locations .a. 1513.6.2 1(b) auto. switches Schedule with type and features (back-up, override capability) Indicate size of zone on plans yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: 1997 Washinaton State Nonresidential Enerav Code ComDliance Form Forms Lighting - General Requirements 1513 Lighting Controls 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 the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 12, 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. 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 shall also have First Edition - June, 1 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 25,000 ft2 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; 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 ft2 or 5 percent of footprint for footprints over 100,000 ft2, whichever is greater. amec 115 South 8th Street Tacoma, Washington, U.S.A. 98402-5203 Tel (253) 572-4975 Fax (253) 572-3096/ To: Albertson's, Inc. P.O. Box 20 Boise, ID 83706 Attn: Patrick Sullivan FIELD DOCUMENT TRANSMITTAL D EC EC VE NOV 2 0 2002 - BREMERTON BUILDING DEPARTMENT Date: November 19, 2002 Project No.: 2-93M-00466-0 Project Name: Albertson's #443 Project Manager: Steve Schmidt Permit No.: Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above -referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Field Report 50 10/30/02 11/19/02 " " 52 11/01/02 It" 53 11/04/02 "1154 11/05/02 " it 55 11/06/02 " " 56,57 11/08/02 Field Report 58 11/11/02 Compression Test 3347 10/10/02 if11 66 3261, 3314, 3322, 3323, 11/07/02 "so go3331, 3336, 3337, 3341, 11/07/02 " " " 3342, 3343, 3346, 3348 11/07/02 " 3349, 3350 11/07/02 " " " 3353, 3354, 3357, 3364 11/11/02 to" " 3366, 3370, 3371, 3378, 11/11/02 " 3379, 3388, 3385, 3389, 11/11/02 " 3390, 3392, 3394, 3399, 11/11/02 Is" " 3375, 3395, 3398, 3400, 11/12/02 " 3403, 3404 11/12/02 " 3374, 3380, 3401, 3402, 11/13/02 " " " 3407, 3360, 3361, 3362, 11/13/02 " it is 3363, 3410, 3411, 3412 11/13/02 Compression Test 3386 11/14/02 This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC. Cc: Freiheit & Ho Architects Sierra Construction Pacific Land Design C \WINDOWS\DESKTOP\DistributionWlbertson's #443wpd wpd Rex Harrison, Structural Engineer City of Bremerton, Building Dept. -�PAILY FIELD REPORT AMEC Earth &Environmental, Inc. amec 115 South 8`" Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 •PROJECT • NOOF • • _ .. � O. pal WEATHVR =7f ••' :...� . • L • IIS 7 iiilt� � ■ �'+}F,?r MUMS`) %v'�;iWL�f���:7aYi44'2i�in�� sr �`�.i- Par�s.'�,1. _ �aY'�d3'.:3�"�.� ���tL.'Y.�i°SW."a�,1•�s.EtE� � Cri.`6:�1�'�5�.."1.'Tf'int$�c.`i�J.:nli�,S'��t1�.:F:.c_..tr��_�aa�r:�e:t'-. An -won PVT AL & _ - ter] rip 0 V I M�L I R r_I 0"Nuor"".t-1 RIM M—� S i_ _�i�� - /fir. -��►_! :.�. - mZ �� �: �7� _!ism �� �.L-� t1ZY t Oki-IT'.��. !� fi `l 4 o, THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth 8 Environmental. Inc (Rev. 11/00) amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE ROUT MORTAR (TYPE ) CMU (TYPE ) PRISM SHOTCRETE AST M C-1019 ASTM C-780 ASTM C-140 UBC 21-17 ACI 506 R PRO T E PROJECT NO. "' .0 OTHER REPORT NO. PAGE (Includes Test Reports) OF -2- DATE —3-p -6-2— FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.)'�� TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 2� DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT OZ� SAMPLE TIME'-CIOADMIXTURE NO. 1 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: - - DESIGN STRENGTH SI @]MAYS *TEST DATA SPECIAED ACTUAL TEST AGE (DAYS) 'Z$ SLUMP (ASTM C-143) i SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ AMBIENT TEMP. °F CD DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) m \ CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) *Note appropriate test methods N different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AM C FIELD jKPRESEfNfATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3102) DAILY FIELD REPORT AMEC Earth tr Environmental, Inc. amec 115 South 8`" Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJECT NAME PROJECT NO. FIELD REPORT NO. rases 3 )-?3Mod46 05 ADDRESS DATE PAGE ` v CITY OR COUNTY PERMIT NO. ARRIVAL TIME DEPARTURE TIME &tet -0�7 CLIENT AEE PROJECT MANAGER/PHONE NO 14 L S GENERAL CONTRACTOR AEE FIELAD R'EPFNO rHES.ENTAATIVE/PAG vN ,.4& SUBCONTRACTOR WEATHER a0 (� TYPE OF WORK RFORMED EOUIPMEN USED lamed Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 ONCRE GROUT aSTM C-39 TM C-1019 MORTAR (TYPE ) ASTM C-780 CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJ A PROJECT NO. REPORT NO. PAGE (Includes Test Reports) DATE FIELD DATA BATCH DATA SUPPLIER VAkb G TYPE OF CEMENT MIX NUMBER S S CL30 0 WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER 12231 CEMENT (LBS.) TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED OF YD3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME r- ADMIXTURE NO. 1 FINISH TIME . ^ ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET L OF LABORATORY SET # I.D. # SAMPLE LOCATION: 5W JECE& AE PIWAWY AO&T DESIGN STRENGTH TMdPSI @ �;tj` DAYS `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) -7-.W- )L -q _ SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) / AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ _ AMBIENT TEMP. °F 370 DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) 3 CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods i( different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS ffi)IEC FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) J0 :DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 8'h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 I PRO C NPROJECT NO REPORT NO &'k PERMIT NO DATE ADDRE S CLI;T WEATHER PAGE (includes Test Reports) se OF ST URAL ENGIN ER 56 AMEC PROJECT MANAGER/PHONE NO. b,,,, . . XX ARCHITECT ?� .0% ) , 4;� AMEC FIELD REPRES TATIVE/P NO L t!Eft& Co.1 N ACTORTYPE _L FINSPECTION NSPECTION [:] RE -INSPECTION To the best of our knowledge, all items Inspected as noted above were in general UpIrs— ❑ Preliminary Observations conformance with the approved plans and specificalpgg. ❑ No ❑ Deficiency Corrected – Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev 11/00) to omec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite T (425) 820-4669 Kirkland, Washington 9 034 100 Fax (42) 8211-3914 TEST REPORT CONCRETE GROUT ASTM - TM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR E AME PROJECT NO.3 REPORT NO. -oa _ 'S PAGE (Includes Test Reports) DATE 2 OF FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER Z CEMENT (LBS.) ZO TRUCK NUMBER FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) 'L BATCH TIME AIR ENTRAINMENT SAMPLE TIME IL ADMIXTURE NO. 1 FINISH TIME 1J2,! ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF 1 LABORATORY SET .# I.D. # SAMPLE LOCATION: , ® - G— S DESIGN STRENGTH SI @DAYS "TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) ' AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _ -- AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods H different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIELD REP SENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) ijAILY FIELD REPORT AMEC Earth 8 Environmental, Inc. 10 115 South 8'" Street Tel (253 572-4975 amec Tacoma, Washrrigton 98402 Fax (253) 572-3096 PRO C ME PROJECT NO REPORT NO ADDR S5 PERMIT NO DATE CLIENT WEATHER PAGE (includes Test Reports) IOF STRUCT RAL ENGINE R AMEC PROJECT MANAGER/PHONE N ARCHITECT AMEC FIELD REPRESENTATIVE/PM NO TYPE OF INSPECTION 2HIffrINSPECTION CONTRACTOR V f�s ' ❑ RE -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev. 11/00) %amec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 TEST REPORT Kirkland, Washington 98034 Fax (425) 821-3914 CONCRETE GROUT ASTM C-39 STM C-1019 MORTAR (TYPE ASTM C-780 ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER P JET AME PROJECT NO. 2-4?—Sow— �—IUA REPORT NO. PAGE (Includes Test Reports) OF Z DATE V FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER S Zj, r WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER CEMENT (LBS.) 70 TRUCK NUMBER /O FLY ASH (LBS.) BATCH SIZE, YD3 B COARSE AGG. (LBS.) TOTAL PLACED OFZt —YD3 COARSE AGG. (LBS.) $ O WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME r AIR ENTRAINMENT SAMPLE TIME ', ' ADMIXTURE NO. 1 FINISH TIME ! 3� ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: I.Z �6 DESIGN STRENGTH PSI @Z 4p> DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/TYPE) AIR CONT. (ASTM C -173/C-231) DATE SAMPLED _�Z_ AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C-1064) C m CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods ff different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) DAILY FIELD REPORT AMEC Earth tr Environmental, Inc. amec IQ 115 South 81h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PMAME PROJECT NO REPORT NO. A DR SS PERMIT NO DATE 1z Z- oI J - 0-z- WEATHER PAGE (includes Test Reports) CLIWTj —ffl WV� d OF STR T RAL ENGIN ER AMEC PROJECT MANAGER/PHONE NO ARCHITECT AMEC FIELD REPRESENTATIVE/PAG C N ACTOR TYPE OF INSPECTION W INSPECTION '5 , ❑ RE -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev 11/00) DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 81h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 An T�01 I M'", PR EQT AME 1 PROJECT NO REPORT NO ADD PERMIT NO DATE �55 02 Z 7 WEATHER PGE (includes Test Reports) CLI N A3 A A OF STRU TUBAL ENGIjEER AMEC PROJECT MA AGER/PHON 0AA_\Vz_'1_ O _t)asn. ARCHITECT AMEC FIELD REPRESENTATIVE/0 CONTRACTOR TYPE FINSPECTIONINSPECTION ❑ RE -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev 11/00) DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 115 South 8'h Street Tel (253 572-4975 amecw Tacoma, Washington 98402 Fax (253) 572-3096 PRO C ME PROJECT NO REPORT NO. ADDR S PERMIT NO. DATE V Z WEATHER h �Z PAGE (includes Test Reports) CLI T I " L -'A OF STR URAL ENGIN R MEC PROJECT MANAGER/PHONE N A ECT AM C FIELD REPRESENTATIVE/PAGE 4b &!�� CO ACTOR TYPE OF INSPECTION 2IEECOTh SPECTION -INSPECTION THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev 11/00) JAILY\,'FIELD REPORT AMEC Earttit &Environmental, Inc. amec* 115 South 8`h Street Tel (253 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 PROJ CT N� ycrx.tu"-`as r {^ d',r�.t�f'�t Ay ,K�i . f .t' '�` r�Yi ''�- PROJECT NO REPORT NO s`- 3 ADDRE S ffl-1� �t�l _S PERMIT NO. DATE taw-- - CLIENT �N1 wt' IAL WEATHER PA6E (includes Test Reports) I OF STRUCT RAL ENGINEER AMEC PROJECT MANAGER/PHONE10 ARCHITECT AMEC FIELD REPRESENTATIVE/PAGE L' L� t_� Co CTOR TYPE F INSPECTION 2jT1I \ INSPECTION ❑ RE -INSPECTION ��t'`����3 re 3` '},.�}ii��I� t �' �� � � �1u �•� ��� ycrx.tu"-`as r {^ d',r�.t�f'�t Ay ,K�i . f .t' '�` r�Yi ''�- i J �♦ - •- �. �1i J ���-��` 'WIIKWIt'W-4PW—�WA ffl-1� �t�l _S i -•a 'F GENU r 1 ff MoW-JVA mr.-A W I W__ rA's �N1 wt' IAL To the best of our knowledge, all items inspected as noted above were in gene conformance with the approved plans and specificatIpas, ❑ No LJ Preliminary Observations ❑ Deficiency Corrected - Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth & Environmental, Inc (Rev. 11/00) emec Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT ONCRETE GROUT MORTAR (TYPE ) CMU (TYPE ) PRISM ASTM - ASTM C-1019 ASTM C-780 ASTM C-140 UBC 21.17 PRO Ci ME Z. PROJECT NO. SHOTCRETE ACI 506 R OTHER REPORT NO. PAGE (Includes Test Reports) OF DATE FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER a WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER *'2— CEMENT (LBS.) TRUCK NUMBER 1 3 FLY ASH (LBS.) BATCH SIZE, YD9 COARSE AGG. (LBS.) TOTAL PLACED _ OF YD3 COARSE AGG. (LBS.) O WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) ! Z� DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME ADMIXTURE NO. 1 FINISH TIME .' 3a ADMIXTURE NO.2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH PSI @ DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SLUMP (ASTM C-143) SPECIMEN (NO./SIZE/T-YPE) - AIR CONT. (ASTM C -173/C-231) AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C-1064) DATE SAMPLED _ b DATE RECEIVED CURING CONDITIONS UNIT WEIGHT (ASTM C-138) HIGH/LOW TEMPERATURES YEILD (ASTM C-138) 'Note appropriate test methods 9 different from those indicated SAMPLE STORAGE LOCATION AND COMMENTS AMEC FIE REP SENTATIVE EVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of Amec Earth and Environmental, Inc. AM 19378 (Rev 3/02) z FIELD DENSITY REPORT AMEC Earth & Environmental, Inc. 115 South 8th Street Tel (253) 572-4975 Tacoma, Washington 98402 Fax (253) 572-3096 LIAMl�1�r�� � PROJEU NO 1S V - • FIELD REPORT NO t: Vow-, n' -'Row — W.— . ! I , I I I I I I I I '' � lr� PAGE a AMEC Earth & Environmental, Inc (REV 11/00) SUMLORYO FIELOtOMPA►t TtOAI STRESULT$ TEST NO. SAMPLE NO. LOCATION OF TEST PROBE DEPTH ELEV. WET DRY DENSITY DENSITY %. % MOIST. COMP. COMP. SPEC. % PTS # OPT. PASS/ FAIL �1�-- Z � I A Cl si SOH. PROPERTIES COMPACTION -T ST PARAMETE fR$ SAMPLE NO. ID NUMBER MATERIAL DESCRIPTION LAB VALUES TEST ETHOD: M D-2922 / D-3017 (SOIL) ❑ ASTM D-2950 (ASPHALT) NUCLEAR GAUGE NO: �► 2� GAUGE STANDARD:MS_ DS LAB METHOD: ElSTANDARD PROCTOR (ASTM D-698) ❑ MODIFIED PROCTOR (ASTM D-1557) Z•RtCE(ASTM D-2041) ❑ MARSHALL (ASTM D-1559) CF @ % MST PCF @ % MST PCF @ • /o MST ' ELEVATION REFERENCE: This report is provided solely for the information of our client This report is not intended to be transmitted to a third party by any means, except in full, wihtout the written permission of AMEC Earth 8 Environmental, Inc osm ' AMSC FIELD RE RESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY PROJECT MANAGER _ I AMEC PROJECT MANAGER AMEC Earth & Environmental, Inc (REV 11/00) ameO CLIENT: ALBERTSON'S, INC. REPORT DATE: 10/10/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 MIX ID NUMBER: PROJECT ADDRESS: BREMERTON SUPPLIER: FRED HILL BUILDING PERMIT: 0% ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA INSPECTOR: LISA ROSS CAST DATE: 09/27/2002 PLACEMENT: ELECTRIC ENCLOSURE PLANT NUMBER: STRENGTH: BATCH SIZE: 2,500 @ 28 Days WATER MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 70 TICKET NUMBER: 44587 PLANT NUMBER: 170% BATCH SIZE: 2 WATER 6 ADMIXTURE: POLY/82 TIME BATCH TIME: 1:12 SAMPLE TIME: 1:50 FINISH TIME: 2:00 ACTUAL SLUMP (INCHES): AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 69 AMBIENT TEMP. (F): 71 WEATHER: 75/SUNNY REFERENCE REPORT: 29 SET: 3347 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF 1 r1 RGCGIVGII TIGQTFII /I'1Avgl R17F AREA PRI TYPE REO'D 3347 1 09/27/2002 10/04/2002 7 3X3X6 10.69 31915 2990 120% 3347 2 09/27/2002 10/25/2002 28 3X3X6 10.56 42920 4060 162% 3347 3 09/27/2002 10/09/2002 28 3X3X6 10.69 45300 4240 170% H 0% 0% 0% 0% 0% REVIEWED BY: Z7 DATE : amec� Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3261 Report Number: 13 Date Cast: 09/05/2002 Date Received: 09/06/2002 Placement: SOG @ A+3 Strength (fc): 3500 psi @ 28 Mix I.D. No.: 3540A Supplier: KITSAP Load #.- Truck #: 63 Ticket #.: Plant #- Batch size: 4 Water: 10 Admixtures A350/24 A340/196 Test Result Date of Report: November 07, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 87 Ambient Temp. (°F): 75 N/A days Weather: SUNNY/80 Remarks - Time Batch Time: 12:30 Sample Time: 1:30 Finish Time. 2:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 13 1 9/5/02 9/12/02 07 6.00 28.27 71845 2540 A 73% 13 2 9/5/02 10/3/02 28 6.00 28.27 94220 3330 A 95% 13 3 9/5/02 10/3/02 28 6.00 28.27 94340 3340 A 95% 13 4 9/5/02 10/31/02 56 6.00 28.27 95060 3360 A 96% Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amecl* Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report: November 07, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 Nominal PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON. WA Building Permit: Date Attn: PATRICK SULLIVAN Project Mgr: STEVE SCHMIDT Area Compressive Strength Architect: % of ID Engineer: REX HARRISON Cast Tested Contractor: Size Specimen Type: CONCRETE ASTM C 39 (lbs) (psi) Fracture Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M 1 Mix and Field Data 9/26/02 07 Sample ID Number: 3314 Inspector: LISA ROSS Actual Specs. Report Number: 23 Slump (inches) ASTM C 143. 3 3/4 Date Cast: 09/19/2002 Air Content (%) ASTM C 231: 10/17/02 Date Received: 09/20/2002 Unit Weight (pcf) ASTM C 138: 28.37 Placement: SOG D & 4 Concrete Temp. (°F) ASTM C 1064: 70 23 Ambient Temp. (°F): 64 N/A Strength (fc): 3500 psi @ 28 days Weather: CLOUDY/70 6.01 Mix 1. D. No.' 35.51 NA 144780 5100 A Supplier: KITSAP 23 4 Load #.: Remarks: H Truck #.: 219 Ticket #.: 43727 Plant #: Batch size: 6 Water: 12 - 15 Time Admixtures: A340/184 Batch Time: 9:21 Sample Time: Finish Time: Test Result Break Types - (Cn) Cone, (CSp) Reviewed by, Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 23 1 9/19/02 9/26/02 07 5.99 28.18 133530 4740 A 135% 23 2 9/19/02 10/17/02 28 6.01 28.37 150745 5310 A 152% 23 3 9/19/02 10/17/02 28 6.01 28.37 144780 5100 A 146% 23 4 9/19/02 H Break Types - (Cn) Cone, (CSp) Reviewed by, Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/07/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 570A301 PROJECT ADDRESS: BREMERTON FRED HILL BUILDING PERMIT: A340/161 ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT 9:18 ARCHITECT: FREIHEIT & HO FINISH TIME: ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA INSPECTOR: LISA ROSS CAST DATE: 09/20/2002 PLACEMENT: PILASTERS IN NW & SW PLANT NUMBER: CORNERS OF BLDG STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 223 TICKET NUMBER: 43896 PLANT NUMBER: 143% BATCH SIZE: 4 WATER 0% ADMIXTURE: POLY A340/161 TIME 0% BATCH TIME: 9:18 SAMPLE TIME: 10:00 FINISH TIME: 11:00 ACTUAL SLUMP (INCHES): AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 67 AMBIENT TEMP. (F): 62 WEATHER: 75/SUNNY REFERENCE REPORT: 24 SET: 3322 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF 111 RGRFIVGII TGRTF=n tnAYC1 S171= AREA PSI TYPF RFOYD 3322 1 09/23/2002 09/27/2002 7 3X3X6 11.12 34810 3130 125% 3322 2 09/23/2002 10/18/2002 28 3X3X6 10.63 38100 3580 143% 3322 3 09/23/2002 10/18/2002 28 3X3X6 10.54 37650 3570 143% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: // - /11 ',P 2, ame0',%r Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3323 Report Number: 24 Date Cast: 09/20/2002 Date Received. 09/23/2002 Placement: PILASTERS IN SW CORNER Strength (fc): 1500 psi @ 28 days Mix I.D. No.: Supplier. ON SITE MIX Load #: Truck #.: Ticket # Plant #: Batch size: Water: Admixtures. Test Result Date of Report: November 07, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064: 74 Ambient Temp. (°F), 68 N/A Weather: SUNNYn5 Remarks: Time Batch Time: 10:30 Sample Time: 11:30 Finish Time: 12:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 24 1 9/20/02 9/27/02 07 1.97 3.05 5265 1730 A 115°% 24 2 9/20/02 10/18/02 28 2.00 3.14 7370 2350 A 157% 24 3 9/20/02 10/18/02 28 2.00 3.14 7410 2360 A 157% Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client- ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3331 Report Number: 25 Date Cast: 09/23/2003 Date Received. 09/25/2002 Placement: WALL ON 1.4 LINE FROM G TO G 9 Strength (fc)* 1500 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load Truck Ticket #.. Plant #- Batch size: Water: Admixtures: Test Result Date of Report: November 07, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp. (°F): 62 N/A Weather: 75/SUNNY Remarks: Time Batch Time: 9:00 Sample Time: 9:15 Finish Time: 1030 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 25 1 9/23/03 9/30/03 07 2.01 3.17 5330 1680 A 112% 25 2 9/23/03 10/21/03 28 2.01 3.17 6235 1960 A 131% 25 3 9/23/03 10/21/03 28 2.01 3.17 6410 2020 A 135% 25 4 9/23/03 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amec'0 Report of Compression Test Results Client ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn- PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with. Mix and Field Data Sample ID Number: 3336 Report Number: 27 Date Cast: 09/25/2002 Date Received: 09/26/2002 Placement: UNDER COLUMN BASE PLATES OF MEZZ Strength (fc): 3000 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load Truck Ticket #.: Plant #: Batch size: Water: Admixtures: Test Result Date of Report: November 07, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp. (°F): 60 N/A Weather: SUNYR5 Remarks: Time Batch Time: 8:30 Sample Time: 8:40 Finish Time: 9:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 27 1 9/25/02 10/2/02 07 2.00 3.14 12105 3850 A 128% 27 2 9/25/02 10/23/02 28 2.01 3.17 23550 7420 A 247% 27 3 9/25/02 10/23/02 28 2.01 3.17 22760 7170 A 239% 27 4 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 09/24/2002 PLACEMENT: 2-93M-00466-0 PROJECT NAME: STRENGTH: PROJECT ADDRESS: BREMERTON 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 69 TICKET NUMBER: 44153 PLANT NUMBER: BATCH SIZE: 4 WATER ADMIXTURE: A340/161 TIME BATCH TIME: 7:52 SAMPLE TIME: 8:45 FINISH TIME: 9:30 amec REPORT DATE: 11/07/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 63 AMBIENT TEMP. (F): 60 WEATHER: 75/SUNNY REFERENCE REPORT: 26 SET: 3337 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in Qczr.Flvl`n TFS2TFn maYRI SDE AREA PSI TYPE REQ'D 3337 1 09/26/2002 10/08/2002 7 3X3X6 10.85 49970 4610 184% 3337 2 09/26/2002 10/22/2002 28 3X3X6 10.66 51670 4850 194% 3337 3 09/26/2002 10/22/2002 28 3X3X6 10.82 50450 4660 186% H 0% 0% 0% 0% 0% REVIEWED BY: A&W== DATE: • en2 ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3341 Report Number: 28 Date Cast: 09/26/2002 Date Received: 09/27/2002 Placement: SOG E. SIDE OF INTERIOR Strength (fc): 3500 psi @ 28 days Mix I.D. No.: ALB 3551 Supplier: KRM Load #.- Truck #.: 222 Ticket # : 44368 Plant #: Batch size: 9 Water: Admixtures: POLY/278 Test Result Date of Report: November 07, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address. SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs. Slump (inches) ASTM C 143: 5 3/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 76 Ambient Temp. (°F): 59 N/A Weather: PARTLY SUNNY/60 Remarks. Time Batch Time. 5:43 Sample Time: Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split�(CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 28 1 9/26/02 10/3/02 07 6.00 28.27 115770 4090 A 117% 28 2 9/26/02 10/24/02 28 6.00 28.27 132990 4700 A 1340 28 3 9/26/02 10/24/02 28 6.00 28.27 133420 4720 A 135% 28 4 9/26/02 H Break Types - (Cn) Cone, (CSp) Cone Split�(CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number. 3342 Report Number 28 Date Cast: 09/26/2002 Date Received: 09/27/2002 Placement: SOG E SIDE OF INTERIOR Strength (fc): 3500 psi @ 28 days Mix I.D. No.: ALB 3551 Supplier: KRM Load #. Truck #.- 226 Ticket #.: 44374 Plant #: Batch size: 9 Water: Admixtures. POLY/280 Test Result Date of Report: November 07, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs. Slump (inches) ASTM C 143: 4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 76 Ambient Temp. (°F): 62 N/A Weather: PARTLY SUNNY/60 Remarks: Time Batch Time: 6:30 Sample Time: 7:15 Finish Time: 7:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 28 1 9/26/02 10/3/02 07 6.00 28.27 114610 4050 A 116% 28 2 9/26/02 10/24/02 28 6.00 28.27 133710 4730 A 135°% 28 3 9/26/02 10/24/02 28 6.00 28.27 132560 4690 A 1340 28 4 9/26/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameclo Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3343 Report Number: 28 Date Cast: 09/26/2002 Date Received: 09/27/2002 Placement: CURB/GUTTER NORTH OF BIOSWALE Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2SK Supplier: HARD ROCK Load #.: Truck # 9 Ticket #.. 11650 Plant #. Batch size: 8 Water: Admixtures. Test Result Date of Report: November 07, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138 - Concrete Temp. (°F) ASTM C 1064 73 Ambient Temp. (°F): 65 N/A Weather: PARTLY/60 Remarks: Time Batch Time: Sample Time: 11:30 Finish Time: 11:45 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 28 1 9/26/02 10/3/02 07 6.00 28.27 105240 3720 A 124% 28 2 9/26/02 10/24/02 28 6.00 28.27 133660 4730 A 158% 28 3 9/26/02 10/24/02 28 6.00 28.27 132910 4700 A 157% 28 4 9/26/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3346 Report Number: 29 Date Cast: 09/27/2002 Date Received: 10/01/2002 Placement: SIDEWALK E OF LEGION HALL Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2 SK Supplier: HARD ROCK Load #.: Truck #.: 10 Ticket #.: 11730 Plant #: Batch size: 8 Water. Admixtures - Test Result Date of Report. November 07, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: JEFF DORER Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 73 Ambient Temp. (°F): 66 N/A Weather: SUNNY/70 Remarks: Time Batch Time. 10:30 Sample Time: 11.15 Finish Time: 11.30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 29 1 9/27/02 10/4/02 07 6.00 28.27 66880 2370 A 79% 29 2 9/27/02 10/25/02 28 6.00 28.27 121700 4300 A 143% 29 3 9/27/02 10/25/02 28 6.00 28.27 123760 4380 A 146% 29 4 9/27/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client: ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with, Mix and Field Data Sample ID Number 3348 Report Number: 30 Date Cast: 09/30/2002 Date Received: 10/02/2002 Placement: CURB & GUTTER Strength (fc): 3000 psi @ 28 days Mix 1. D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #: Truck #.: 10 Ticket #.- 11589 Plant #. Batch size: 8 Water: Admixtures: Test Result Date of Report: November 07, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 69 Ambient Temp. (°F): 63 N/A Weather: SUNNY/65 Remarks: Time Batch Time: 9:40 Sample Time: 10:30 Finish Time: 12:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 30 1 9/30/02 10/7/02 07 5.99 28.18 101245 3590 A 120% 30 2 9/30/02 10/28/02 28 6.01 28.37 134935 4760 A 159% 30 3 9/30/02 10/28/02 28 6.01 28.37 136220 4800 A 160% 30 4 9/30/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/07/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 0% PROJECT ADDRESS: BREMERTON 0% BUILDING PERMIT: 0% ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA INSPECTOR: LISA ROSS CAST DATE: 09/30/2002 PLACEMENT: MECH ROOM WALL 16 TO 20' STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 219 TICKET NUMBER: 44675 PLANT NUMBER: BATCH SIZE: 4 WATER ADMIXTURE: A340/161 TIME BATCH TIME: 10:32 SAMPLE TIME: 11:20 FINISH TIME: 11:50 ID# SPEC DATE DATE ID RECEIVED TFSTFD ACTUAL SLUMP (INCHES): AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 66 AMBIENT TEMP. (F): 60 WEATHER: SUNNY/65 AGE SPEC ACTUAL /DAYS) S17117 AREA REFERENCE REPORT: 30 SET: 3349 LOAD STRENGTH PSI BRK % OF TYPE RFO'D 3349 1 09/30/2002 10/07/2002 7 3X3X6 10.42 28865 2770 111% 3349 2 09/30/2002 10/28/2002 28 3X3X6 10.50 45115 4300 172% 3349 3 09/30/2002 10/28/2002 28 3X3X6 10.85 44020 4060 162% H 0% 0% 0% 0% 0% REVIEWED BY: _ / 2�v� DATE: AT"/& -o L ameO Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3350 Report Number: 30 Date Cast: 09/30/2002 Date Received: 10/02/2002 Placement: MECH ROOM WALLS Strength (fc): 1500 psi @ 28 days Mix I D. No.: Supplier: ON SITE MIX Load #.. Truck #. Ticket Plant #: Batch size: Water: Admixtures: Test Result Date of Report: November 07, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer. REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143. Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138. Concrete Temp. (°F) ASTM C 1064 66 Ambient Temp. (°F): 60 N/A Weather: SUNNY/65 Remarks: Time Batch Time: 9:30 Sample Time: 9.45 Finish Time: 11 00 Break Types - (Cn) Cone, (CSp) Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (Ibs) (psi) Fracture Required 30 1 9/30/02 10/7/02 07 2.16 3.66 5145 1400 A 93% 30 2 9/30/02 10/28/02 28 2.00 3.14 6420 2040 A 136% 30 3 9/30/02 10/28/02 28 2.00 3.14 6510 2070 A 138% 30 4 9/30/02 Break Types - (Cn) Cone, (CSp) Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn- PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number. 3353 Report Number: 32 Date Cast: 10/02/2002 Date Received: 10/04/2002 Placement: MEZZ SLAB ON DECK Strength (fc): 3500 psi @ 28 days Mix I.D. No.: 3551 Supplier. KITSAP Load #.: Truck #.: 228 Ticket #.: 44837 Plant #: Batch size: 9 Water: Admixtures: A340/280 Test Result Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp (°F): 56 N/A Weather: CLOUDY/65 Remarks: Time Batch Time: 5:55 Sample Time: 6:45 Finish Time: 7:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 32 1 10/2/02 10/9/02 07 5.99 28.18 111050 3940 A 113% 32 2 10/2/02 10/30/02 28 6.00 28.27 139755 4940 A 141% 32 3 10/2/02 10/30/02 28 6.00 28.27 136420 4820 A 138% 32 4 10/2/02 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameo Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3354 Report Number: 32 Date Cast: 10/02/2002 Date Received: 10/04/2002 Placement: FOOTINGS & CURBS Strength (fc). 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier HARD ROCK Load #.: Truck #.: 10 Ticket #.: 11527 Plant #: Batch size: 8 Water: Admixtures, Test Result Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr. STEVE SCHMIDT Architect: Engineer REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064. 69 Ambient Temp. (°F): 62 N/A Weather: CLOUDY/65 Remarks: Time Batch Time 10:50 Sample Time: 11:30 Finish Time: 1:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 32 1 10/2/02 10/9/02 07 5.99 28.18 111050 3940 A 131% 32 2 10/2/02 10/30/02 28 6.00 28.27 126365 4470 A 149% 32 3 10/2/02 10/30/02 28 6.00 28.27 127910 4520 A 151% 32 4 10/2/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amee'A` Report of Compression Test Results Client- ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3357 Report Number: 33 Date Cast: 10/03/2002 Date Received: 10/04/2002 Placement: CURB IN SW CORNER Strength (fc). 3000 psi @ 28 days Mix I.D. No.- 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.: 11 Ticket #.: 13181 Plant #: Batch size. 8 Water: Admixtures: Test Result Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer REX HARRISON Contractor ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 3 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp (°F) ASTM C 1064: 69 Ambient Temp. (°F): 63 N/A Weather: RAINING/60 Remarks - Time Batch Time, 11,00 Sample Time: 12.00 Finish Time: 12:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by, Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 33 1 10/3/02 10/10/02 07 6.00 28.27 108370 3830 A 128% 33 2 10/3/02 10/31/02 28 6.00 28.27 136640 4830 A 161% 33 3 10/3/02 10/31/02 28 6.00 28.27 134770 4770 A 159% 33 4 10/3/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by, Distribution PATRICK SULLIVAN ameO REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/11/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 TRUCK NUMBER: PROJECT ADDRESS: BREMERTON TICKET NUMBER: BUILDING PERMIT: PLANT NUMBER: ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT WATER ARCHITECT: FREIHEIT & HO A340/82 ENGINEER: REX HARRISON BATCH TIME: P.O. NUMBER: SAMPLE TIME: 10:30 SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/04/2002 PLACEMENT: 2 COLUMNS STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A30.1 SUPPLIER: FRED HILL TRUCK NUMBER: 44 TICKET NUMBER: 45061 PLANT NUMBER: BATCH SIZE: 2 WATER AS NEEDED ADMIXTURE: A340/82 TIME BATCH TIME: 9:26 SAMPLE TIME: 10:30 FINISH TIME: 11:00 INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 74 AMBIENT TEMP. (F): 66 WEATHER: SUNNY/75 REFERENCE REPORT: 34 SET: 3364 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in o=rrmx/pn TGCTPn mewl R179= APPA PSI TYPF RFo,n 3364 1 10/08/2002 10/1112002 7 3X3X6 10.43 35020 3360 134% 3364 2 10/08/2002 11/0112002 28 3X3X6 10.40 36310 34990 1400% 3364 3 10/08/2002 11101/2002 28 3X3X6 10.56 39100 3700 148% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: I -f ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3366 Report Number: 35 Date Cast: 10/07/2002 Date Received: 10/09/2002 Placement: CURB & GUTTER IN W. PARKING LOT Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.. Truck #.: 9 Ticket #.: 13215 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: November 12, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M BREMERTON, WA Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/2 Air Content (%) ASTM C 231: Unit Weight (pct) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 69 Ambient Temp. (°F): 62 N/A Weather: CLOUDY/65 Remarks: Time Batch Time: 8:40 Sample Time: 9:30 Finish Time: 10:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual 01 Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 35 1 10/7/02 10/14/02 07 6.00 28.27 119390 4220 A 1410 35 2 10/7/02 11/4/02 28 6.00 28.27 141415 5000 A 167% 35 3 10/7/02 11/4/02 28 6.00 28.27 143340 5070 A 169% 35 4 10/7/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameOlv Report of Compression Test Results Client. ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn- PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3370 Report Number: 35 Date Cast: 10/07/2002 Date Received: 10/10/2002 Placement: ENTRANCE ON I LINE BETWEEN F & G Strength (fc): 1500 psi @ 28 days Mix I.D. No. - Supplier: ON SITE MIX Load # . Truck #.. Ticket #.: Plant #: Batch size: Water: Admixtures: Test Result Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp (°F): 64 N/A Weather: CLOUDY/65 Remarks. Time Batch Time: 12:30 Sample Time: 12:45 Finish Time: 1.45 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 35 1 10/7/02 10/14/02 07 2.00 3.14 6640 2110 A 141% 35 2 10/7/02 11/4/02 28 2.00 3.14 6900 2200 A 1470 35 3 10/7/02 11/4/02 28 2.00 3.14 7010 2230 A 149% 35 4 10/7/02 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/11/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 570A301 PROJECT ADDRESS: BREMERTON FRED HILL BUILDING PERMIT: 205 ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO WATER ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/08/2002 PLACEMENT: COLUMNS ON 1 LINE AND 3371 3 10/10/2002 11105/2002 28 3X3X6 10.63 38010 3580 C.5 & D.1 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 205 TICKET NUMBER: 45319 PLANT NUMBER: BATCH SIZE: 2 WATER ADMIXTURE: A340/82 TIME BATCH TIME: 9:22 SAMPLE TIME: 10:00 FINISH TIME: 11:00 INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 70 AMBIENT TEMP. (F): 60 WEATHER: CLOUDY/65 REFERENCE REPORT: 36 SET: 3371 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in oerewrn TCCTCn inevei C17C APPA PCI TVPF Pizrm 3371 1 10/10/2002 10/15/2002 7 3X3X6 10.50 32150 3060 122% 3371 2 10/10/2002 11/05/2002 28 3X3X6 10.47 36655 3500 140% 3371 3 10/10/2002 11105/2002 28 3X3X6 10.63 38010 3580 143% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: �� /�, • o t ame0la Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report: November 11, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Attn: PATRICK SULLIVAN Project Mgr STEVE SCHMIDT Architect: Date Engineer: REX HARRISON Specimen Contractor: Specimen Type: CONCRETE ASTM C 39 Strength Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31/31M Mix and Field Data Specimen Sample ID Number: 3378 Inspector LISA ROSS Actual Specs. Report Number: 38 Slump (inches) ASTM C 143: 5 Date Cast: 10/10/2002 Air Content (%) ASTM C 231: Date Received: 10/11/2002 Unit Weight (pcf) ASTM C 138: Placement: 2 COOLER SLABS Concrete Temp. (°F) ASTM C 1064: 72 1 Ambient Temp. (°F): 58 N/A Strength (fc): 3500 psi @ 28 days Weather: CLOUDY/65 Mix I. D. No.: 3551 NA 28.37 Supplier: KITSAP 4200 Load #.: Remarks. Truck # : 228 2 Ticket #.: 45502 11/7/02 Plant #: 6.00 Batch size: 9 Time Water: A Admixtures: A340/280 Batch Time: 6.04 3 Sample Time: 7:30 11/7/02 Finish Time: 8:30 Test Result Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 38 1 10/10/02 10/17/02 07 6.01 28.37 119115 4200 A 120% 38 2 10/10/02 11/7/02 28 6.00 28.27 132790 4700 A 134% 38 3 10/10/02 11/7/02 28 6.00 28.27 131840 4660 A 133% 38 4 10/10/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameo Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3379 Report Number: 38 Date Cast: 10/10/2002 Date Received: 10/11/2002 Placement: CURB AT NW ENTRANCE Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.- 12 Ticket #.: 13306 Plant #: Batch size: 8 Water: Admixtures: Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor ASTM C 172 and C 31131M Inspector. LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 69 Ambient Temp. (°F): 60 N/A Weather CLOUDY/65 Remarks. Time Batch Time: 9:30 Sample Time: 10 15 Finish Time 11:00 Test Result Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 38 1 10/10/02 10/17/02 07 6.01 28.37 118115 4160 A 139% 38 2 10/10/02 11/7/02 28 6.00 28.27 133780 4730 A 158% 38 3 10/10/02 11/7/02 28 6.00 28.27 135120 4780 A 159% 38 4 10/10/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/11/02 P.O. BOX 20 PROJECT NO.: 2-93M-00417-0 BOISE, ID 83706 PROJECT NAME: PIERCE CO. 365030 SUPPLIER: SEWER COLLECTIONS TRUCK NUMBER: PROJECT ADDRESS: 10311 CHAMBERS ATTENTION: PATRICK SULLIVAN PLANT NUMBER: CREEK RD, TACOMA, WA BATCH SIZE: PROJECT MANGER: STEVE SCHMIDT ARCHITECT: TCRR ENGINEER: AHBL SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/16/2002 PLACEMENT: 1ST LIFT 5' LINE AIR CONTENT (%): B-15' STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 365030 SUPPLIER: MILES TRUCK NUMBER: 64 TICKET NUMBER: 457713 PLANT NUMBER: BATCH SIZE: 4 WATER ADMIXTURE: TIME BATCH TIME: 1:46 SAMPLE TIME: 2:37 FINISH TIME: 3:00 INSPECTOR: STEVE SCHMIDT REFERENCE REPORT: 23 SET: 3388 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in RGrFIVGn TI=CTCn /nAVCI AM: APFA PSI TYPE REQ'D 3388 1 10/17/2002 1012312002 7 3X3X6 10.37 19720 3070 ACTUAL SLUMP (INCHES): FLUID AIR CONTENT (%): 0% UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 75 AMBIENT TEMP. (F): 72 WEATHER: CLEAR/70 REFERENCE REPORT: 23 SET: 3388 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF in RGrFIVGn TI=CTCn /nAVCI AM: APFA PSI TYPE REQ'D 3388 1 10/17/2002 1012312002 7 3X3X6 10.37 19720 3070 123% 3388 2 10/17/2002 11113/2002 28 3X3X6 0% 3388 3 10/17/2002 1111312002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: ameellft Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARKCENTER BOULEVARD P.O. BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3385 Report Number: 38 Date Cast: 10/10/2002 Date Received: 10/12/2002 Placement: ENTRANCE FROM 3.9 TO F 5 AND 1 TO 1.4 Strength (fc): 1500 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load #.: Truck Ticket Plant #: Batch size. Water: Admixtures: Test Result Date of Report: November 11, 2002 Project #: 2-93M00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: DON MILLER Architect: FREIHEIT & HO Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp. (°F): 65 N/A Weather: CLOUD/65 Remarks: Time Batch Time- 12:30 Sample Time: 12:40 Finish Time: 1:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 38 1 10/10/02 10/17/02 07 2.00 3.14 6350 2020 A 135% 38 2 10/10/02 11/7/02 28 2.00 3.14 7520 2390 A 159% 38 3 10/10/02 11/7/02 28 2.00 3.14 7610 2420 A 161% Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN am,eelp Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3389 Report Number: 42 Date Cast: 10/16/2002 Date Received: 10/17/2002 Placement: SOG Strength (fc): 3500 psi @ 28 days Mix 1. D. No: 3551 NA Supplier: KITSAP Load #.: Truck # - 223 Ticket #.: 45866 Plant #: Batch size: 6 Water: Admixtures: Test Result Date of Report: November 11, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: D.P. BERNIER Actual Specs. Slump (inches) ASTM C 143: 5 Air Content (%) ASTM C 231 Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp. (°F), 59 N/A Weather: SUN Remarks: Time Batch Time: 6:55 Sample Time: 7:35 Finish Time: 8:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 42 1 10/16/02 10/23/02 07 6.00 28.27 115115 4070 A 116% 42 2 10/16/02 11/13/02 28 42 3 10/16/02 11/13/02 28 42 4 10/16/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by - Distribution PATRICK SULLIVAN ameClw Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3390 Report Number: 43 Date Cast: 10/17/2002 Date Received. 10/18/2002 Placement: CURB AND GUTTER IN W. PLANTER Strength (fc). 3000 psi @ 28 days Mix I.D. No.: 5 1/2/3000 Supplier: HARD ROCK Load #.: Truck #.: 15 Ticket #.: 13092 Plant #: Batch size: 8 Water: Admixtures Test Result Date of Report- November 11, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143. 5 Air Content (%) ASTM C 231. Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 67 Ambient Temp. (°F): 63 N/A Weather: SUNNY/70 Remarks: Time Batch Time: 8:52 Sample Time: 9.30 Finish Time. 10:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 43 1 10/17/02 10/24/02 07 6.00 28.27 104105 3680 A 123% 43 2 10/17/02 11/14/02 28 43 3 10/17/02 11/14/02 28 43 4 10/17/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client: ALBERTSON'S INC 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3392 Report Number: 44 Date Cast: 10/18/2002 Date Received: 10/21/2002 Placement: CURBS IN W. PAKING LOT Strength (fc), 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #. 9 Ticket #.. 13102 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 5 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 65 Ambient Temp. (°F): 57 N/A Weather: CLOUDY/60 Remarks. Time Batch Time: 11:00 Sample Time- 11:40 Finish Time: 12:30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by- Distribution y Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 44 1 10/18/02 10/25/02 07 6.00 28.27 101620 3590 A 1200 44 2 10/18/02 11/15/02 28 44 3 10/18/02 11/15/02 28 44 4 10/18/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by- Distribution y Distribution PATRICK SULLIVAN amee'Av Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3394 Report Number: 45 Date Cast: 10/21/2002 Date Received: 10/22/2002 Placement: RADIUS CURB & GUTTER IN W. PLANTERS Strength ft): 3000 psi @ 28 days Mix LD No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.: 11 Ticket #.: 13144 Plant #: Batch size: 7 Water: Admixtures: Test Result Date of Report: November 11, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 69 Ambient Temp. (°F): 62 N/A Weather: CLOUDY/65 Remarks - Time Batch Time: 9:00 Sample Time. 9:30 Finish Time. 10:40 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 45 1 10/21/02 10/28/02 07 6.01 28.37 109910 3870 A 129% 45 2 10/21/02 11/18/02 28 45 3 10/21/02 11/18/02 28 45 4 10/21/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE. ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE MIX AND FIELD DATA CAST DATE: 10/22/2002 PLACEMENT: ENTRANCE COLUMNS & LINELS STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A30.1 SUPPLIER: FRED HILL TRUCK NUMBER: 44 TICKET NUMBER: 17475 PLANT NUMBER: BATCH SIZE: 3.5 WATER ADMIXTURE: A340/140 TIME BATCH TIME: 1:36 SAMPLE TIME: 2:30 FINISH TIME: 3:00 GROUT 3X3X6 ameO REPORT DATE: 11/11/02 PROJECT NO.: 2-93M-00466-0 PROJECT NAME: ALBERTSON'S 443 PROJECT ADDRESS: BREMERTON BUILDING PERMIT: 73 PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: INSPECTOR: LISA ROSS REFERENCE REPORT: 46 SET: 3399 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF V1 DCf`CI1/Cn TCCTC:n InAVC1 C171Z AREA PSI TYPE REO'D 3399 1 10/25/2002 10/29/2002 7 3X3X6 10.56 31845 3020 ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): 0% UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 73 AMBIENT TEMP. (F): 66 WEATHER: PARTLY CLOUDY/70 REFERENCE REPORT: 46 SET: 3399 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF V1 DCf`CI1/Cn TCCTC:n InAVC1 C171Z AREA PSI TYPE REO'D 3399 1 10/25/2002 10/29/2002 7 3X3X6 10.56 31845 3020 121% 3399 2 10/25/2002 11/19/2002 28 3X3X6 0% 3399 3 10/25/2002 11/19/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY. DATE: 11- Iif-a— ameO`tp Report of Compression Test Results Client ALBERTSON'S INC. Date of Report, November 12, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 Nominal PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address- SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Date Attn. PATRICK SULLIVAN Project Mgr: STEVE SCHMIDT Area Compressive Strength Architect - % of ID Engineer: REX HARRISON Cast Tested Contractor: Size Specimen Type- CONCRETE ASTM C 39 (Ibs) (psi) Fracture Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M 1 Mix and Field Data 10/15/02 07 Sample ID Number: 3375 Inspector: LISA ROSS Actual Specs. Report Number: 36 Slump (inches) ASTM C 143: 3 3/4 Date Cast: 10/08/2002 Air Content (%) ASTM C 231: 11/5/02 Date Received: 10/10/2002 Unit Weight (pcf) ASTM C 138 - 28.27 Placement: CURB GUTTER IN W. PARKING LOT Concrete Temp. (°F) ASTM C 1064: 72 36 Ambient Temp. (°F): 62 N/A Strength (fc): 3000 psi @ 28 days Weather: CLOUDY/65 6.00 Mix I.D. No.: 5 1/2C/3000 141620 5010 A Supplier: HARD ROCK 36 4 Load #.: Remarks: H Truck #.: 12 Ticket #.: 13262 Plant #: Batch size: 8 Water: Time Admixtures: Batch Time: 10:30 Sample Time: 11:30 Finish Time: 12:00 Test Result Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (Ibs) (psi) Fracture Required 36 1 10/8/02 10/15/02 07 6.01 28.37 120000 4230 A 141% 36 2 10/8/02 11/5/02 28 6.00 28.27 139085 4920 A 164% 36 3 10/8/02 11/5/02 28 6.00 28.27 141620 5010 A 167% 36 4 10/8/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN CLIENT: ALBERTSON'S, INC. P.O. BOX 20 BOISE, ID 83706 ATTENTION: PATRICK SULLIVAN SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/22/2002 PLACEMENT: LIFT PROJECT NO.: STRENGTH: PROJECT NAME: 2,500 @ 28 Days UNIT WEIGHT (PCF): MIX ID NUMBER: 365030 SUPPLIER: MILES TRUCK NUMBER: 79 TICKET NUMBER: 458379 PLANT NUMBER: ENGINEER: BATCH SIZE: 3 WATER ADMIXTURE: ameO REPORT DATE: 11/12/02 PROJECT NO.: 2-93M-00417-0 PROJECT NAME: PIERCE CO. UNIT WEIGHT (PCF): SEWER COLLECTIONS PROJECT ADDRESS: 10311 CHAMBERS AMBIENT TEMP. (F): CREEK RD, TACOMA, WA PROJECT MANGER: STEVE SCHMIDT ARCHITECT: TCRR ENGINEER: AHBL INSPECTOR: STEVE SCHMIDT REFERENCE REPORT: 24 SET: 3395 TIME ACTUAL SLUMP (INCHES): FLUID AIR CONTENT (%): 10:30 UNIT WEIGHT (PCF): 10:40 CONCRETE TEMP. (F): 63 AMBIENT TEMP. (F): 58 WEATHER: CLEAR/70 REFERENCE REPORT: 24 SET: 3395 TIME 73% BATCH TIME: 9:15 SAMPLE TIME: 10:30 FINISH TIME: 10:40 ID# SPEC DATE DATE AGE SPEC ACTUAL in ocrrcnicn TGQTCn /nAVCI RI7F APFA LOAD STRENGTH BRK % OF PRI TVPF RFO'I) 3395 1 10/24/2002 10/29/2002 7 3X3X6 10.73 19525 1820 73% 3395 2 10/24/2002 11119/2002 28 3X3X6 0% 3395 3 10/24/2002 11119/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY: — '(4v - DATE: tz-I'd -0-7 ameo Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3398 Report Number: 46 Date Cast: 10/22/2002 Date Received: 10/15/2002 Placement: ENTRANCE Strength (fc). 1500 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load #. Truck Ticket #.: Plant #: Batch size: Water: Admixtures: Test Result Date of Report. November 12, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer. REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064. 70 Ambient Temp. (°F): 66 N/A Weather: PARTLY CLOUDY/70 Remarks: Time Batch Time: 1:30 Sample Time: 2:00 Finish Time: 3:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 46 1 10/22/02 10/29/02 07 2.00 3.14 4410 1400 A 93% 46 2 10/22/02 11/19/02 28 46 3 10/22/02 11/19/02 28 46 4 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amec� Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type- CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3400 Report Number: 46 Date Cast: 10/22/2002 Date Received: 10/25/2002 Placement: CURB & GUTTER ON N. SIDE OF BUILDING Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck # . 8 Ticket #.: 13163 Plant #: Batch size. 8 Water: Admixtures: Test Result Date of Report: November 12, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit- Project ermitProject Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 3/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138, Concrete Temp. (°F) ASTM C 1064: 68 Ambient Temp. (°F). 62 N/A Weather: PARTLY CLOUDY/SUNNY Remarks: Time Batch Time: 8.00 Sample Time: 8:50 Finish Time: 10:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 46 1 10/22/02 10/29/02 07 6.00 28.27 106445 3760 A 125% 46 2 10/22/02 11/19/02 28 46 3 10/22/02 11/19/02 28 46 4 10/22/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN am. eO Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type- CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3403 Report Number: 47 Date Cast: 10/25/2002 Date Received- 10/28/2002 Placement: ENTRANCE B TO D AND 1 TO 1.4 Strength (fc): 1500 psi @ 28 days Mix I.D. No.: Supplier: ON SITE MIX Load #: Truck #.: Ticket #.: Plant #: Batch size: Water: Admixtures. Test Result Date of Report: November 12, 2002 Project #. 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31/31 M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 60 Ambient Temp. (°F): 50 N/A Weather CLOUDY/50 Remarks: Time Batch Time: 10:00 Sample Time: 10 20 Finish Time: 12.00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by- Distribution y Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (Ibs) (pso Fracture Required 47 1 10/25/02 11/1/02 07 2.00 3.14 5970 1900 A 127% 47 2 10/25/02 11/22/02 28 47 3 10/25/02 11/22/02 28 47 4 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by- Distribution y Distribution PATRICK SULLIVAN amec� Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3404 Report Number: 48 Date Cast: 10/28/2002 Date Received. 10/29/2002 Placement. SOG FOR TRUCK DOCK RAMP Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck #.: 15 Ticket #.: 12781 Plant #- Batch size: 15 Water: Admixtures: Test Result Date of Report: November 12, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 3 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 62 Ambient Temp. (°F): 56 N/A Weather: CLOUDY/55 Remarks: Time Batch Time: 7:50 Sample Time. Finish Time: Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 48 1 10/28/02 11/4/02 07 6.00 28.27 12390 440 A 15% 48 2 10/28/02 11/25/02 28 48 3 10/28/02 11/25/02 28 48 4 10/28/02 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by. Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn. PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3374 Report Number: 37 Date Cast: 10/09/2002 Date Received: 10/10/2002 Placement. FOOTING FROM 6 TO 6.2 AND B TO A Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier: HARD ROCK Load #.: Truck # : 11 Ticket #.: 13285 Plant #. Batch size: 8 Water: Admixtures: Test Result Date of Report: November 13, 2002 Project* 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143. 4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 68 Ambient Temp. (°F): 62 N/A Weather CLOUDY/65 Remarks. Time Batch Time: 9:45 Sample Time- 1030 Finish Time: 11:00 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 37 1 10/9/02 10/16/02 07 6.00 28.27 130675 4620 A 154% 37 2 10/9/02 11/6/02 28 6.00 28.27 145135 5130 A 171% 37 3 10/9/02 11/6/02 28 6.00 28.27 147220 5210 A 174% 37 4 10/9/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3380 Report Number: 39 Date Cast: 10/11/2002 Date Received: 10/14/2002 Placement: CURB & GUTTER AT S AND W PARKING LOT Strength (fc): 3000 psi @ 28 days Mix I.D. No.- 5 1/2C/3000 Supplier HARD ROCK Load #.: Truck #.. 10 Ticket #.: 13325 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report- November 13, 2002 Project #: 2-93M-00466-0 Project Name- ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr. STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 3 1/2 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 67 Ambient Temp. (°F): 60 N/A Weather: SUNNY/65 Remarks: Time Batch Time: 9.55 Sample Time- 11:00 Finish Time: 11:20 Break Types - (Cn) Cone, (CSp) Cone Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 39 1 10/11/02 10/18/02 07 6.01 28.37 121065 4270 A 142% 39 2 10/11/02 11/8/02 28 6.00 28.27 141345 5000 A 167% 39 3 10/11/02 11/8/02 28 6.00 28.27 143710 5080 A 169% 39 4 10/11/02 H Break Types - (Cn) Cone, (CSp) Cone Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN amee'r Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attrr PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3401 Report Number: 47 Date Cast: 10/25/2002 Date Received: 10/26/2002 Placement: CURB ON E SIDE OF TRUCK DOCK Strength ft). 3000 psi @ 28 days Mix I D. No.: 5 1/2 C/3000 Supplier: HARD ROCK Load #.. Truck #.: 13 Ticket #.: 12769 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address* SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Project Mgr: STEVE SCHMIDT Architect Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 3 3/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 62 Ambient Temp. (°F) 52 N/A Weather: CLOUDY/50 Remarks: Time Batch Time: 12:13 Sample Time: 1:30 Finish Time: 2:00 Break Types - (Cn) Cone, ( Reviewed by: Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 47 1 10/25/02 11/1/02 07 6.01 28.37 125970 4440 A 148% 47 2 10/25/02 11/22/02 28 47 3 10/25/02 11/22/02 28 47 4 10/25/02 H Break Types - (Cn) Cone, ( Reviewed by: Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ameO REPORT OF COMPRESSION TEST RESULTS CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/13/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 70 PROJECT ADDRESS: BREMERTON A349.178 BUILDING PERMIT: CLOUDY/50 ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: SHULTER CONSULTING P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/25/2002 PLACEMENT: ENTRANCE B TOD. AND 1 TO 1.4 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 70 TICKET NUMBER: 46563 PLANT NUMBER: 0% BATCH SIZE: 4.5 WATER 70 ADMIXTURE: A349.178 TIME BATCH TIME: 12:51 SAMPLE TIME: 2:15 FINISH TIME: 2:30 INSPECTOR: LISA ROSS REFERENCE REPORT: 47 SET: 3402 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF .r.wvc. 01'7c noon DSI TVPF RFO'D 3402 1 10/28/2002 11/01/2002 7 3X3X6 1 10.50 30215 2880 ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): 0% UNIT WEIGHT (PCF): 0% CONCRETE TEMP. (F): 70 AMBIENT TEMP. (F): 52 WEATHER: CLOUDY/50 REFERENCE REPORT: 47 SET: 3402 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF .r.wvc. 01'7c noon DSI TVPF RFO'D 3402 1 10/28/2002 11/01/2002 7 3X3X6 1 10.50 30215 2880 115% 3402 2 10/28/2002 11/21/2002 28 3X3X6 0% 3402 3 10/28/2002 11/21/2002 28 3X3X6 0% H 0% 0% 0% 0% 0% REVIEWED BY. DATE: r 1 G- v'+-- am. ec'� Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report: November 13, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 Nominal PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Age Building Permit: Area Compressive Strength Type of % of Attn PATRICK SULLIVAN Project Mgr: STEVE SCHMIDT Cast Tested Architect: Size (sq in) (lbs) (psi) Fracture Required Engineer: REX HARRISON 1 10/29/02 Contractor: 07 Specimen Type: CONCRETE ASTM C 39 28.27 118145 4180 A 139% 49 Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M 11/26/02 Mix and Field Data Sample ID Number: 3407 Inspector: LISA ROSS Actual Specs. Report Number: 49 Slump (inches) ASTM C 143: 3 1/2 Date Cast: 10/29/2002 Air Content (%) ASTM C 231: 4 Date Received: 10/31/2002 Unit Weight (pcf) ASTM C 138: H Placement: N. SIDEWALK Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp. (°F). 55 N/A Strength (fc): 3000 psi @ 28 days Weather: SUNNY/55 Mix I.D. No.: 5 1/2C/3000 Supplier. HARD ROCK Load #.: Remarks - Truck #.: 13 Ticket #.: 12822 Plant #: Batch size: 8 Time Water: Admixtures: Batch Time: 11:35 Sample Time. 12:30 Finish Time: 1:15 Test Result Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 49 1 10/29/02 11/5/02 07 6.00 28.27 118145 4180 A 139% 49 2 10/29/02 11/26/02 28 49 3 10/29/02 11/26/02 28 49 4 10/29/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3360 Report Number: 34 Date Cast: 10/04/2004 Date Received: 10/08/2002 Placement: SOG 2 & H Strength (fc): 3500 psi @ 28 days Mix I. D. No.: 3551 Supplier: KITSAP Load #.: Truck #.: 222 Ticket #.: 45005 Plant #: Batch size: 9 Water: Admixtures: A340/280 Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector. LISA ROSS Actual Specs. Slump (inches) ASTM C 143: 4 1/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 73 Ambient Temp. (°F). 63 N/A Weather. CLOUDY/70 Remarks: Time Batch Time: 5:50 Sample Time: 6:30 Finish Time: 6:40 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 34 1 10/4/04 10/11/04 07 6.00 28.27 89555 3170 A 91% 34 2 10/4/04 11/1/04 28 6.01 28.37 150255 5300 A 1510 34 3 10/4/04 11/1/04 28 6.01 28.37 145255 5120 A 146% 34 4 10/4/04 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. Date of Report: November 13, 2002 250 PARK CENTER BLVD. Project #: 2-93M-00466-0 PO BOX 20 Project Name: ALBERTSON'S #443 BOISE, ID 83706 Project Address: SHERIDAN & WHEATON, BREMERTON. WA Building Permit: Attn. PATRICK SULLIVAN Project Mgr: STEVE SCHMIDT Architect: - Date Engineer: REX HARRISON Specimen Contractor: Specimen Type- CONCRETE ASTM C 39 Strength Sampling and Curing performed in substantial accordance with: ASTM C 172 and C 31131M Mix and Field Data Specimen Sample ID Number: 3361 Inspector: LISA ROSS Actual Specs. Report Number: 34 Slump (inches) ASTM C 143- 5 Date Cast: 10/04/2002 Air Content (%) ASTM C 231: Date Received- 10/08/2002 Unit Weight (pcf) ASTM C 138: Placement: SOG 2.5 & G Concrete Temp. (°F) ASTM C 1064: 75 1 Ambient Temp. (°F): 65 N/A Strength (fc): 3500 psi @ 28 days Weather: CLOUDY/70 Mix I.D. No.: 3551 28.27 Supplier: KITSAP 3890 Load #.: Remarks - Truck # : 231 2 Ticket #.: 45034 11/1/02 Plant #: 6.01 Batch size- 9 Time Water: A Admixtures: A340/278 Batch Time: 7:53 3 Sample Time. 8:30 11/1/02 Finish Time: 8:40 Test Result Break Types - (Cn) Cone, Reviewed by: ) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 34 1 10/4/02 10/11/02 07 6.00 28.27 110015 3890 A 111% 34 2 10/4/02 11/1/02 28 6.01 28.37 141740 5000 A 143% 34 3 10/4/02 11/1/02 28 6.01 28.37 141365 4980 A 142% 34 4 10/4/02 H Break Types - (Cn) Cone, Reviewed by: ) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN am, e& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type. CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with: Mix and Field Data Sample ID Number: 3362 Report Number: 34 Date Cast: 10/04/2002 Date Received: 10/08/2002 Placement: SOG 2 & D Strength (fc): 3500 psi @ 28 days Mix I.D. No: 3551 Supplier: KITSAP Load #. Truck #.: 228 Ticket #.: 45046 Plant #: Batch size: 9 Water: Admixtures: A340/280 Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Budding Permit: Project Mgr: STEVE SCHMIDT Architect- Engineer: rchitectEngineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143: 7 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 74 Ambient Temp. (°F): 66 N/A Weather: CLOUDY/70 Remarks, Time Batch Time: 8.31 Sample Time: 9:00 Finish Time: 9:20 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 34 1 10/4/02 10/11/02 07 5.99 28.18 101820 3610 A 103% 34 2 10/4/02 11/1/02 28 6.01 28.37 128550 4530 A 1290 34 3 10/4/02 11/1/02 28 6.01 28.37 129865 4580 A 131% 34 4 10/4/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN ameO'% Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3363 Report Number: 34 Date Cast: 10/04/2002 Date Received: 10/04/2002 Placement: SOG 2.5 & B Strength (fc): 3500 psi @ 28 days Mix I.D. No.: 3551 Supplier: KITSAP Load #.: Truck #.- 230 Ticket #.: 45055 Plant #: Batch size: 9 Water: Admixtures: A340/280 Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit. Project Mgr: STEVE SCHMIDT Architect: Engineer REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs Slump (inches) ASTM C 143: 6 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 75 Ambient Temp. (°F): 66 N/A Weather: CLOUD/70 Remarks Time Batch Time: 9:10 Sample Time- 9:45 Finish Time: 1000 Break Types - (Cn) Cone, Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 34 1 10/4/02 10/11/02 07 5.99 28.18 94410 3350 A 96% 34 2 10/4/02 11/1/02 28 6.01 28.37 124190 4380 A 125% 34 3 10/4/02 11/1/02 28 6.01 28.37 130370 4600 A 131% 34 4 10/4/02 H Break Types - (Cn) Cone, Reviewed by: Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3410 Report Number: 51 Date Cast: 10/31/2002 Date Received: 11/01/2002 Placement: SIDEWALK NW CORNER OF BUILDING/ STOREFRONT CURB Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2 SK CL3000 Supplier: HARD ROCK Load #. Truck #.: 10 Ticket #.: 12867 Plant #: Batch size: 8 Water: 10 Admixtures: Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31/31M Inspector: JON LINDSAY Actual Specs. Slump (inches) ASTM C 143: 4 1/4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 66 Ambient Temp. (°F): 44 N/A Weather: CLEAR/44 Remarks: Time Batch Time: 10.00 Sample Time: 11:15 Finish Time: 12:00 Break Types - (Cn) Reviewed by. p) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (Ibs) (psi) Fracture Required 51 1 10/31/02 11/7/02 07 6.00 28.27 102025 3610 A 120% 51 2 10/31/02 11/28/02 28 51 3 10/31/02 11/28/02 28 51 4 10/31/02 H Break Types - (Cn) Reviewed by. p) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3411 Report Number: 52 Date Cast 11/01/2002 Date Received: 11/04/2002 Placement: SW SECTION OF PHARMACY DRIVE THRU Strength (fc): 3000 psi @ 28 days Mix I.D. No.: 5 1/2SK/CL3000 Supplier: HARD ROCK Load #.. Truck #.: 15 Ticket #.: 12881 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON Building Permit: Project Mgr: STEVE SCHMIDT Architect. Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M BREMERTON, WA Inspector: JON LINDSAY Actual Specs. Slump (inches) ASTM C 143: 4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064 59 Ambient Temp. (°F): 37 N/A Weather: CLEAR/40 Remarks. Time Batch Time: 7:30 Sample Time: 8:15 Finish Time: 8:30 Break Types - (Cn) Cone, (CSp) Cone Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 52 1 11/1/02 11/8/02 07 6.00 28.27 99180 3510 A 117°% 52 2 11/1/02 11/29/02 28 52 3 11/1/02 11/29/02 28 52 4 11/1/02 H Break Types - (Cn) Cone, (CSp) Cone Reviewed by: (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Distribution PATRICK SULLIVAN ame& Report of Compression Test Results Client: ALBERTSON'S INC. 250 PARK CENTER BLVD. PO BOX 20 BOISE, ID 83706 Attn: PATRICK SULLIVAN Specimen Type: CONCRETE ASTM C 39 Sampling and Curing performed in substantial accordance with Mix and Field Data Sample ID Number: 3412 Report Number: 53 Date Cast: 11/04/2002 Date Received: 11/05/2002 Placement: SOG H TO I AND 1.4 TO 1.8 Strength (fc). 28 psi @ 28 days Mix I.D. No.: 5 1/2C/3000 Supplier. HARD ROCK Load #.. Truck #.- 9 Ticket #.: 12914 Plant #: Batch size: 8 Water: Admixtures: Test Result Date of Report: November 13, 2002 Project #: 2-93M-00466-0 Project Name: ALBERTSON'S #443 Project Address: SHERIDAN & WHEATON, BREMERTON, WA Building Permit: Project Mgr: STEVE SCHMIDT Architect: Engineer: REX HARRISON Contractor: ASTM C 172 and C 31131M Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C 143: A4 Air Content (%) ASTM C 231: Unit Weight (pcf) ASTM C 138: Concrete Temp. (°F) ASTM C 1064: 60 Ambient Temp. (°F): 50 N/A Weather: CLEAR/50 Remarks: Time Batch Time: 11:00 Sample Time: 11,30 Finish Time: 12 30 Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN Nominal Actual Sample Date Date Age Specimen Area Compressive Strength Type of % of ID Specimen Cast Tested (days) Size (sq in) (lbs) (psi) Fracture Required 53 1 11/4/02 11/11/02 07 6.00 28.27 113290 4010 A 134°% 53 2 11/4/02 12/2/02 28 53 3 11/4/02 12/2/02 28 53 4 11/4/02 H Break Types - (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed by: Distribution PATRICK SULLIVAN amec CLIENT: ALBERTSON'S, INC. REPORT DATE: 11/14/02 P.O. BOX 20 PROJECT NO.: 2-93M-00466-0 BOISE, ID 83706 PROJECT NAME: ALBERTSON'S 443 176% PROJECT ADDRESS: BREMERTON 10/12/2001 BUILDING PERMIT: 28 3X3X6 10.66 46910 4400 ATTENTION: PATRICK SULLIVAN PROJECT MANAGER: STEVE SCHMIDT ARCHITECT: FREIHEIT & HO ENGINEER: REX HARRISON P.O. NUMBER: SPECIMEN TYPE GROUT 3X3X6 MIX AND FIELD DATA CAST DATE: 10/10/2002 PLACEMENT: ENTRANCE FROM E.9 TO F.5 AND 1 TO 1.4 STRENGTH: 2,500 @ 28 Days MIX ID NUMBER: 570A301 SUPPLIER: FRED HILL TRUCK NUMBER: 68 TICKET NUMBER: 45551 PLANT NUMBER: BATCH SIZE: 2 WATER ADMIXTURE: A340/82 TIME BATCH TIME: 10:48 SAMPLE TIME: 11:20 FINISH TIME: 11:45 INSPECTOR: LISA ROSS ACTUAL SLUMP (INCHES): FLOWABLE AIR CONTENT (%): UNIT WEIGHT (PCF): CONCRETE TEMP. (F): 68 AMBIENT TEMP. (F): 65 WEATHER: CLOUDY/65 REFERENCE REPORT: 38 SET: 3386 ID# SPEC DATE DATE AGE SPEC ACTUAL LOAD STRENGTH BRK % OF .,�� TCQTCII MAV01 c17C ARFO PSI TYPE REQ'D tU 3386 1 KCNCI V Cu 10/12/2001 1 Ca 1 cu 10/17/2002 vn v - 7 3X3X6 10.40 36370 3500 140% 3386 2 10/12/2002 11107/2002 28 3X3X6 10.37 45690 4410 176% 3386 3 10/12/2001 11107/2002 28 3X3X6 10.66 46910 4400 176% H 0% 0% 0% 0% 0% REVIEWED BY: DATE: THE AIDLER STRUCTURAL CALCULATIONS for Client: Kysor Panel Systems 3201 N.E. Loop 820 Fort Worth, Texas 76137 817-281-5121 Project: ALBERTSON'S #443 WHEATON WAY & SHERIDAN RD., BREMERTON, WASHINGTON The Sadler Group Structural Engineers 500 Main Street, Suite 707 Fort Worth, Texas 76102-3944 817-332-1074 (Voice) 817-338-0335 (Fax) Date: November 27, 2002 1112,7102, R SJONAL S EXPIRES: 3/06/ Q Engineer of Record Thomas R. Sadler, P.E. Washington Registration Number: 33480 Wheaton Way & Sheridan Rd., Bremerton. Washinaton Ciimberland'Cpmnx. f 101 j 1.99) '_ancouy oTofino j _4 V Port Alberni p = oda;.' ' ' •t i rf Nanalmo Urre�, a Rlchmd%d r R Ucluel•et •- v. . Bello Vancou% er Islandvidod : t' ;• I �d13Cdrte$ '�`i-- ivii bk Harbor Pbrt'Ahgeles ? V { Forks v, SI..TF, 41 i ti-• T�wnse d v< Olympic, *" �.",..Pa GSA Quinau`It."j (,-10 1J. tI:R11 s i j TaFQ.t', i t t f Okifk Hoquiam¢oAberdt en'! La+e1n Olympial -Ocean t. .oSouth Bend Centralia :+7.. i J.- .4 . =• r -•t Astoria ! ;L— L_ . 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Winthrop - i.:.., t Gl0cier Peak .,v Okanogan COIAlle lWilderness, ''• I F'i Brewster Btidgr�port �^�" (95 Cranbroo elson t° iar _ Trail t , /" stvtn S J `� 5 Bonners7 _ .j, O Colville Fer� :4 I Sandpoint - D f ` 2001 �3Newport' =f,` Z 395 ,4 _.,y 2� ,poi<ane r ` ' Electric Cirya'" Post Coeur .,4� '�; Falls dmond� Chelan --�_ Spokane• d'Alene t aWaterville ' ) - t. l97 t --. —s" Davenport Opp unity171 r 1 l ` enatehee t "' Wallace 4tDn r O: Ephrata 3 al Way i St Maries t Quin Y Moses Lake A W A S H� N G T Q195 1 Rltzwlle M..Falriigr Ellensburg •t LRoyalCi f~ Colfaxof IDAHO f 395 i La Crossea� ( 6 I' \ it Moscow y' Othello ` ' 13 t• - FC onnell -Pullman? -. akima {�., Pomenpy kj!'' , »+�� ..•4. .r,.5--,N,...I...T•' D S T A T E S' "..'Y%':'p 1- i' t . � Rlchla d % Payton Lewiston .• Ne perce t. Yakama I R Suri'nysid'. f 'a -- 4 112 Valla t. a Kennew Wall 12j ,.:1 l13 :. .......... ....,l..,.. ...,........•.,�::z , angt: Ile w fi:i'..._...... ,..: �•...; Irv-^" qt ..,.. Y Goldendale •14 Hermiston1Milton- Freewater L` :..+• •' n ood River 1(95. ti Pendleton The Dalles ' t Moro �1 Enterpri !: a,Y?r;. {O R E G O N oHeppner 197 r 395 La Grande �~ Condon �✓;:. .~ 1 -,,., ... i ,. all t; aFossil f . Halfwayo IV ern Sp i gs . aker City = Council, n mi Fn inn :cn Py 9 •••i..•.. •. .n ia aW,.u- — o ppnei a rm nyn.s reserved nap /Iwww microson com/Streets O • Copyright 1999 by Geographic Data Technology, Inc All rights reserved 0 1999 Navigation Technologies All rights reserved This data includes information taken with permission from Canadian authorities ® Her Majesty the Gueen in Right of Canada Page 1 TI © Copyright 1999 by Compusearch Micromarkebng Data and Systems Ltd /(S— >4( V4 Building Code International Building Code ( IBC) - 2000 Seismic Base Slrear, , V ( Section 1617.4.1 ) V = Csw Cs = Seismic Response Coefficient W = Total Dead Load Cs = SDs [R/IEj SDs = Design spectral response acceleration at short period ( Section 1615.1.3 : SDS = 2/3 Sties ) IE = Importance Factor ( Section 1616.2) '--- R = Response Modification Factor ( Section 1617.6 ) S Nis = Fa S s , S.Nn = Fv Si Ss = Mapped spectral response acceleration for short period [ Figure 1615 (1) ] Sv = Mapped spectral response acceleration for a 1 -second period [ Figure 1615 (1) ] Fa = Site Coefficient Table 1615.1.2 (1) Fv = Site Coefficient Table 1615.1.2 (2) SMS = Max. spectral response acceleration at short period S Nii = Max. spectral response acceleration at I second period THE -MILER PROJECT: KYSOR, , Bremerton, WA. NO: ............. DATE : November 26, 2002 PAGE .................... OF..... 6 3 REDesien Data ......................................................... ENGR : TRATT........ CHK.:..................................................... Building Code International Building Code ( IBC) - 2000 DEAD LOADS INSUL. PANEL ( WOOD-FRAME ; GALV. ) 3.5" THK. = 3.3 'PSF 4.0" THK. = 3.7 PSF 5.0" THK. = 4.6 PSF LIVELOADS Roof = 10 PSF WIND LOADS Wall = 5 PSF WIND SPEED 85 MPH EXPOSURE "C " Building Code International Building Code ( IBC) - 2000 Seismic Base Slrear, , V ( Section 1617.4.1 ) V = Csw Cs = Seismic Response Coefficient W = Total Dead Load Cs = SDs [R/IEj SDs = Design spectral response acceleration at short period ( Section 1615.1.3 : SDS = 2/3 Sties ) IE = Importance Factor ( Section 1616.2) '--- R = Response Modification Factor ( Section 1617.6 ) S Nis = Fa S s , S.Nn = Fv Si Ss = Mapped spectral response acceleration for short period [ Figure 1615 (1) ] Sv = Mapped spectral response acceleration for a 1 -second period [ Figure 1615 (1) ] Fa = Site Coefficient Table 1615.1.2 (1) Fv = Site Coefficient Table 1615.1.2 (2) SMS = Max. spectral response acceleration at short period S Nii = Max. spectral response acceleration at I second period THE 3 ADLE1t ,. (-,,,, PROJECT : KYSOR, , Bremerton, WA. NO: ............. DATE :November 26, 2002 PAGE ....... .J.. ......... OF ...... b.!............ RE Desizn Data ......................................................... ENGR TRATT........ CHK. SDs = 2/3 Sms (= Fa S s) , SDI = 2/3 Smi (= Fv Si ) SDs = 2 x ( 1.0)( 1.50) SDI = 2x( 1.5)(0.50) 3 3 SDs = 1.000 SDI = 0.50 Cs = SDs [R/IE] = 1.000 = 0.17 [6/1] So V = Cs W V = ( 0.17 ) W M &I' FIGURE 1615(1) so' 123. ZS4e_ STRUCTURAL DESIGN 4- 0 F 6-3 TIT 105. + 39 Yj -A + + 39 7o 7 + + + 'i 6, A q t + 7 + 133 It. 71" D + 40 R L/ 7- n - Y�< 17 lzq t 1w + W N, V, I 374k 7 9 4� _D5,( + + J t rte= 35 4_7 LF 29 AO)' v UZI Abu. + r -Lao 9a � 3o' 30 2's MSCUSSION 75 �,�i \` �I --�_� is �/'- Y• •) - VA REFERENCES B FFU"I A. C. AB�rnk-.,L T. P_-.�s D. v fFcNt _'y F_.L M. U, C. B—h-t T. P I.- D. E\.. D� k— R. F-M S. and : >r. S- K_ -j \L., y fT NZz P-1 'Y Y— ­ SrOP LS.CdFU gr -1 31 F. —c t 7 CfPOM \t Brut W. C—,C. Cao. T. Le­.fj­!Id --d _p- lu cN. rtt M,C.­ S­1 ;;S U, R ­10n I is Slio,.,jn enlz_irgad ;n Figure 1615(3) Icc, C-kc,C­FVIR­�108.66;� vJL S - C­1c.­ 5_n:; r;­Fjc R--Xn ,70t W? . Feg;on 215 shown en;arged I.. F;gure 1615(5) L 5 C-1,1-1 5, FIGURE 1615(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS B R ____2000 INTEPI _332 - __a NAL BU..IL p'1*NG FIGURE 1615(2) STRUCTURAL DESIGN 13• 5�+� 5 O �_ (03 v 1P ��.yt� � / es• _ K LL~ �1` T ` I no• 1 r` L r' - ' 1 +_ l 105• IOP I � -•-�! 1 90 � 95• . . . . . . . . . . /r"', % f - -• � 1'¢ '`-tom ..% • - � r! 0--�-• I� I � � �- ! I -L_1 r I I Ij 9'J10 C•)�+,_oj�•' + Vrl.-j•_ /•, / 11`t- JJI 1 +/� / t 1 ---. I I� t t41 *X\1+ 3� �I `� �JT e:r I--•.�� f!' ! — i !? 1 I f__I I I L ;.iy9_^f:s_r� �..` 1 /\ ct I j - .i a—_ I • i � I l.. �-� , I.-i f�� �� __ - .;:f',- �::�\ �� 81 r e7a -� ' � _ e — j - j i '' � %��s�s r.-L• r-i^.J—` 17 1313 —1 t, .I •:.7;,;;-':' §�:_ -_ �Z'V '+ � � -- l I.1, y+hx- I .i- � I t j I � I I I i �•' I 14 .. .-DISCUSSIOY T7r Mk,�.-,I,�..rd.n: e. n•.i�m �I i t i I ✓� fealee vm. 5rm !u4 mpaah elena .- ' � Zi -•�'� I 1 Ityuml,apl ilnd4 se I dvtrOadC:Owal decd ++ \11 1 ' ,nye �L a9 f I� —ice— ~-✓ }1 / `y BmFsn kamrc S+hn CaanL199B, �'6RP /,/ \ I ��\� +-'�'2 REFERENCES Rasn".Isrded Pcwam SxSeume � gm /� ``\. I I y ` /'•�/ _ 2�G->+ j ♦.9�'G-a>.-d a.4r5ai=>F-�(ALi 30L Fnri:l �. 5lv:':ec G. Bamhld 7_ P.:Ira D. 2 l �; 'J-j� r} [,.� •�''- T !977 x5• .-r I L-.<dat: Ev. Dwtrvn •`L Flunrn SM2pc • -4 "f Fb�ec �L 994 Vaeml 9euax.Wnn1?lam (/ �•m ccs f�-r 197C L'SCmbge+l s:v,ey T \ �I I I _ I" 01eo-F::R<rnS.s!!'l10? , � f-'_-� =r. •e" fn-lI A. M�e,ee C,B .t.IX.T. P-h:�D. Lete�ln�c E mvt.`L,Y, LlclF'—n S.W I I L r may lbppec lL 1997.5 --K—d.%hp Cun'cr.�ru LuN Sn¢%tp L-1(0 .1 51nril R.•sp�rx A.::!enecn :Ori OSec:n.1 �.� / �+ �� _�-';• P:nd -h _% Pstahin7 Or Ea:n.Srcc v130 Y.. LSGa brnIS—YOP-File R:xn 9i-I31 Ls'el :100001 I "�'=•�= �F- P.emn lL Br iv.CnrccGCu T_ G.kcO(.><y:d r;cr�l rn,•a><!amrsc-+'e �.._.. .. fid.:--:� . IL•xliC }L. Fnic: A. LrrincTir: I, �' + ' _•,`-:: �4Crn P.- s<� No• Ic!• ?-r:!• ccl(c�,� Region 1 is shown enlarged In Figure 1615(4) loc.95•' Ca-:IUr• 0,.,F..ie; Fon%.a166 r. wd L 5 g Ste.:; 0—F;I:i}r.i : 4sp Region 2 is sho•vn enlarged in Figure 1615(6) FIGURE 1615(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS B 2000 INTERNATIONAL BUILDINGCODE� 334 STRUCTURAL DESIGN TABLE 1615.1.2(1) - 1615.1.5 TABLE 1615.1.2(1) VALUES OF SITE COEFFICIENT F. AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (Ss)a (b O F 63 SITE CLASS Ss s 0.25 MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS SS = 0.50 SS = 0.75 SS = 1.00 SS x 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 Note b F Note b Note b Note b Note b Note In a. Use straieht line interpolation for intermediate values of mapped spectral acceleration at short period, Ss. b. Site-specific geotechnical investigation and dynamic site response analyses shall be performed to determine appropriate values. TABLE 1615.1.2(2) VALUES OF SITE COEFFICIENT Fv AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT 1 SECOND PERIOD (S,)a SITE MAPPED SPECTRAL RESPONSE ACCELERATION AT 1 SECOND PERIOD CLASS S, 5 0.1 S, = 0.2 S, = 0.3 S, = 0.4 S, a 0.5 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 2.4 2.0 1 1.8 1.6 1.5 3.5 3.2 2.8 2.4 Note b F Note b Note b Note b Note b Note b a. Use straight line interpolation for intermediate values of mapped spectral acceleration at 1 -second period, Sr. b. Site-specific geotechnical investigation and dynamic site response analyses shall be performed to determine appropriate values. 1615.1.4 General procedure response spectrum. The general design response spectrum curve shall be devel- oped as indicated in Figure 1615.1.4 and as follows: 1. For periods less than or equal to To, the design spec- tral response acceleration, SQ, shall be given by Equation 16-20. 2. For periods greater than or equal to To and less than or equal to the Ts, the design spectral response accel- eration, SQ, shall be taken equal to SDs. 3. For periods greater than Ts, the design spectral response acceleration, S,,, shall be given by Equation 16-31. Sa = 0.6 SDs T + 0.4Sos (Equation 16-20) 0 S. - S. (Equation 16-21) where: SDs = The design spectral response acceleration at short periods as determined in Section 1615.1.3. SDI = The design spectral response acceleration at 1 sec- ond period as determined in Section 1615.1.3. T = Fundamental period (in seconds) of the structure (Section 1617.4.2). To = 0.2 SDIISDs Ts = SDr'SDS 1615.1.5 Site classification for seismic design. The nota- tions presented below apply to the tipper 100 feet (30 480 mm) of the site profile. Profiles containing distinctly dif- ferent soil layers shall be Subdivided into those layers des- isnated by a number that ranges from I to n at the bottom «lure there are a total of n distinct layers in the tipper 100 feet (30 480 nim). The symbol, i, then refers to any one of the layers between I and n. TEE -SAIDLER I T, -"- T LJR Structural Engineers PROJECT: Y-Y50fL b1ZC-MF_?-ToN, WA NO: —DATE: 41 112 (O.Lo 2 PAGE 7 OF fo,3 J J RE: OAYGfVY F9-E�ZF-9- ENGR: TRATT —CHK. --- - ------- r F.O. G� w-3 w-2 W-- 2 C-3 23 47 47 23 1/16 00 DW 74 1/12 BAKERY FREE*. F50SOCR PLAN VIEW 115'-0„ '-0" 8" NO FLOOR 1 0017] 0 COLOR CODE C14 BLACK w la C14 5 00 C-1 3.7/8 lw3)4W-4 8 47 &10'-4" W-2 47 C-2 3 7/8 Co N, .ER N 6 _/2 60 X 96 F.O. G� (DXx W-4 T, 47 3 DW 74 1/12 F50SOCR 115'-0„ '-0" 8" _ .—i _... LTi ---- �EXTERIOR F NISH. _WHITE EMB, GALV. t--------- Tt6 • AIDLEIE ►�MIDTOD Structural Engineers PROJECT: KYSOR_ BRA MERTON . WA. N0: DATE: 41121010-2 PAGE 19 OF b3 I RE: 2?A KL= fZY FREEZER ENGR: 712 ATT CHK. A� t ( I I — DEAI L�'' A S I I To _$ S 3 1bl) (io.00lbb IS 1 b1 1 WA LL51 51 3 q. 2 1 o. onb1 , TOTAL LAND �_ I — 1 I I I I I I 1 I s q. C o. rI q 4� I I I I j I I 4 q _ j I I i hI t4 2 C L s 1 I 171 I I �Z-R - - ' - --I- i l T VRNI IL - I I I -Tt - i ? --I LLb �Q i - - i T I► F- I 1C -I - -'- I� - pTs '--� i �I ' 3 2 ---�- j j 1�i I I --' -!-` i t I ice' 1l- A� t TE8 • AIDLEIE ONDTOD Structural Engineers PROJECT: KY502 EMCQTIV i.JA N0: DATE: PAGE Q OF 63 RE: BAKERY f=fRErzrR. ENGR: TRATT. CHK. i SEISM, 10Alt I I !— i I JI I s 1 1 I I I i I i II)Vi j � t 0110—i-- P I' 2 S- (0,111) � I I I 1 1I i i I 1 -T -T- I . -7 CT T�L JCA E H EFAIRI I 14,- { I ! I IDL .7- b T #E 10T, 1220 iI I I! P-1 TURN IN . QT dii1771 I i Ib � i 11 I �2 No avEr T R"1 0-- .0-- 1 11 { { i T I — I! -- I ! -- I i--- F ! — I I _1 _L_ T I 1I LL' I I I I ►�_I FT]EID i TBE -roADLER PROJECT: KYSOR, , Bremerton, WA. NO: ............. DATE : November 26, 2002 PAGE ........ !Q ...... OF.......(0.- .......... RE : BAKERY FREEZER ........................................ ENGR : TRATT ................... CHK.:........................................ SIDE WALLS V = %z(984) = 492 ( Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 4 Connectors Provided at Each End Wall So. Allowable Shear = (4) (900) (1.33) = 4,788 > 492 OK! ROOF PANELS (TOP) # V = '/z (182) = 91 ( Min. 3 Connectors Per Panel - Spacing @ 4' - 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) 3,591 > 91 OK! - -- MAX. SIDE WALL PANEL SHEAR V = % (984) = 492 Panel Connectors @ 4' - 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (4 Connectors) (900) (1.33) # # = 4,788 > 492 OK! 7 W-1, W-2. W-3. C-11, & C-2 TO HAVE 2 X 4 WOOD BLOCKING UNDER TOP PLATE FLAT TO INT. SIDE NSF LABEL! 24,930 Q10'-11 5-0" Q21'-1 BTU/HR WALL AND INFILTRATION LOSS F5080CL LOAD BASED ON DW -1 la STORAGE ONLY. 73. 3 W-1 W -1W-1 W-1 W-1 W-1 C-3 C-4 47 47 W-3 47 47 47 47 36 13/16 + 30 3/8 21 r - - - - - - F 18- 48- IS- - Ill - I -TIER 1 -TER I I -TIER x 40 -TIER -TIER L — — — I — 60 X 96 L — — — — — - 2 6-1?2 61/2 (15) 48' SHELVES GROCERY (18) 54 1/4' STANDARDS 12 FREEZER COLOR CODE VIEW BLACK/RED PLAN 1 -:TIER c1p, 0- X 11 41' 1.' 15* X Q 4.- 18- . 4._ flo r L 7 L 1� I Is X a- I.- . ,I. 1 -TIER 1 -TIER 1 -TIER 1 -TIER -TIER 1 -TIER 1 -ITER J j e-17— 36 13/16 C-2 C-1 30 3/8 W-1 W-1 W-1 W-1 W-1 W-1 W-1 W-1 47 47 47 47 47 47 47 47 3 3/8" (IF) WALLS: 26 FIR @ 111 3/8" JOINTS + 21/2" 3 3/8" (IF) TOPS 10 PR @ 119 7/8" JOINTS + 3" I ;o ;o 0 m 0 ICY L TOB • ABLER �. Structural Engineers PROJECT: KY50R,pfZGM9fZTQrJ . WA N0: DATE: '� /2� 02 PAGE 12 OF (03 RE: G2oCC-��Y FQC EZER ENGR: TR ATT CHK. I ( I I I ]=JA L&E 5 To s W L L S S 2 3. ) ( .-r?) 10 2" 37.08 sv b 11 _(D tA t LQ, Di s i 4J21 Li'l I II I [ I I I I III IFT I I L_ I r •0 37 S ib I I 11 I � I I _ � I I TUCA� ��►NlD � D �Hs,�2 � � I II#c I �L 4,111 10-3 1 I Arc I E- r 2T1� �► __i I _ I I T HL9—i 7C .— 1 I I�- j� ©� N_© r -- I V ;= # R TUI2r_b I rJT6 i I i I I i AIDLEit [R(IDmOD structural Engineers PROJECT: Ky5v2.b'RrIhERTo0 WA, -NO: -DATE: 441212102 PAGE 13 OF 63 RE: GEOCEgy 1=RFE2rfL _ ENGR: TRATT CHK. I I IS I SM Io- _ 2Z � -Fi?4 12" :f-7)1 I I 244 I I I I I I I i_I I II III i ►ISI III I I ! I .I I 4,1x I T�I WE K I I II i DLI- T ©T, 144b# II J II TUR .�I NO'I QV E,RT Roel crzl F I I i T 4- I I I I I I i I I I I 1 I �— I I I T -I I I -I I _� I 1771 I I I S THE -foADLER PROJECT: KYSOR, ,Bremerton, WA. NO: ............. DATE :November 26, 2002 PAGE ....... 1�........ OF....................... RE: GROCERY FREEZER........................................ ENGR : TRA TT ................... CHK.:........................................ SIDE WALLS V = '/ (1818) = 909 ( Total at Each End Wall @ Base) # Allowable Shear Per Connector = 900 Per Connector 4 Connectors Provided at Each End Wall So. Allowable Shear = (4) (900) (1.33) = 4,788 > 909 OK! ROOF PANELS (TOP) V = Y (214) = 107 ( Min. 3 Connectors Per Panel - Spacing @ 4'- 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) # # 3,591 > 107 OK! MAX. SIDE WALL PANEL SHEAR V = V, (1818) = 909 Panel Connectors @ 4' - 0" O.C. (3 Connectors Per Panel) So. Allowable Shear = (4 Connectors) (900) (1.33) # # = 4,788 > 909 OK! TOE �AIDLEit ]E�JJC-OD Structural Engineers PROJECT- V-Y50(L, T3-REMF-RTON WA. N0: DATE: PAGE 15 OF b3 RE: SC-fZ\110E DeLl FRF F--ZF-fZ ENGR: TRATT —CHK. TZ G F- 4 -.- 47V C-4 33 5/8 3 7/8 C-3 Fj 5 3/4 C-1 I COLOR CODE BLACK/ORANGE ; x 81 5 1/2 F.O. Co r- pq .31 3/4 C- 2 EXTERIOR FINISH: MITE EMB. GALV . SERVICE DELI FREEZER, PLAN VIEW 012 DW -1- 47 F3069CL 11 31-011 7'- 1 EXTERIOR FINISH: MITE EMB. GALV . SERVICE DELI FREEZER, PLAN VIEW 012 TEE AIDLEIE [R®cDOD Structural Engineers PROJECT: KY50R 12121=MEF-TUN WA. N0: DATE: 11 26/02 PAGE RE: SE-RVICI_ DELI t=(zI_EZI_R ENGR: T9 -ATT CHK. 1(o OF -03 'D1ADD L 0A 5 I I I i TO S 3. (7 8�?)I 0.4)) 38 i cJLLss1 -13.3C.5)I0.83-r I i T0►`r�L LSA i I I i I I I I I I I i t I I I it I I I I Is 6 6 I I 4a� I I I I I I I faA, L �ow-J, b 17'-1 I 4 s© 0vJrlrLTl _►_ iN.6 I 90,c�i ��_I o� Wal _ Itiv - ; i I I E-RTu ON I i - - ----- - N� F -7 L (� s f0l! I=- - 1461 -; -;--T -- , - TER �AIDLEit o8(])jFjoD Structural Engineers PROJECT: KYSUQ. YJQEMQZTON. WLR N0: DATE: 41 Zb 02 PAGE 17 OF b3 RE: 5C2vICL DELI P(LI_C-ZETZ ENGR: TEAT T. CHK. I I I I I S IS. ICS I I I I I X161 i I l i I I I Iv �- I I I I L I 40-f DL r T h2 i oT= I22 - RTU R t r4l Gi 15 4 C + 2 A I NO ©V E6T Jf4jl Q--- 1 I � I I I I-►— I !— � j THE a — A11LER PROJECT: KYSOR . Bremerton. WA. NO: ............. DATE : iVovember 26, 2002 PAGE....... �.?.......OF...... rV ........... RE : SERVICE DELI FREEZER ............................... ENGR : TRA TT ................... CHK.:........................................ SIDE WALLS V = '/ (666) = 333 ( Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 2 Connectors Provided at Each End Wall So. Allowable Shear = (2) (900) (1.33) # # = 2,394 > 333 OK! ROOF PANELS (TOP) V = '/2 (54) = 27 ( Min. 3 Connectors Per Panel - Spacing @ 4' - 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) # # 3,591 > 27 OK! MAX. SIDE WALL PANEL SHEAR # V = V (666) = 333 Panel Connectors @ 4' - 0" O.C. (3 Connectors Per Panel) So. Allowable Shear = (4 Connectors) (900) (1.33) # # = 2,394 > 333 OK! I � ml1 ITI - A 27 J/.. E -1.a 5c. —7T5 I Rol 2.." lz TSI (7 /.T iBLOOM BOX C-) (03 - blT- -7 - 11- 4 c U" -u- s Co,_ I �_a l �, ..:9.- ;� :� ;� ::! ;�.;, 12 x;5 �� — .• -lam MJ- i CUT & WRAP ROOM ij— -.E A 1 ON 7 1/4'* CuRa DELI COOLER IN �lial C!J.,. 01' ON 7 1/4" CURBS d2' .4r Ad-� Ill Sl.'L"' 33e F T T c� Ll c 2 —LLS 53 PR 0 :04 3/8- J01:1TS 2 2 GROMS 3 3/�_ (jr� - R 0 11 I/V JQIP.FS 2 112- (0.4-1 THRU D -N-4) -LL5 4 P 3 )"i_ (ir) J� CL 11 , , -L -11 MEAT COMPLEX PLAN VIEW P-, R ]/a J-iiS 3 ALL ON 7 1/4" CURBS m T- R� x a F3 —A o o Z 0 'P- cl) 3: G) m 0 THE FAIDLER OR®®OD Structural Engineers ' PROJECT: KY509. NNE MERTON. wA• N0: DATE: 4112&102 PAGE LL2 RE: _MEAT COM PL(-%--' ENGR: T'R A T T CHK. OF-�3— I I I I I bEA' L ,A�,5 III 1 I O" 3 'J �3. 61�) i 83 � s I 4 1 i I 1 WALLS S 5 0A2 IC 3. 7 2 (35j'9'5) I I I ! I�1 51 I l i i ! TOTS L I L&D , S1 1-4112 I I ! _ -_--- _i i ( i 1 1 41 ��•I6 I I I I 1 1� - I 1 0 ! I i►� 1 l -----i-i--,--I 1_R� S I T 1 -TO P -N► _I=! I I� i I i l 1 s �0 I TOTI 4 L t��1N� 1 5 9 ���2 � 1 11 1 1! 4b 4- !_ �� _I��14. l t T l� i� -i �� lOr C4.6)1 ,b ��! I; � I THE ABLER [E(I)TO Structural Engineers PROJECT: KYR RFMtRTOO. W'4• NO: DATE: �11�26 oZ PAGE 2� OF b3 RE: MC=AT CQ0?LaX ENGR: TRAIT. CHK. ii I iii � I ►I' i I 12 I I I I I i I I I i t I II_ -- I is J�✓ 2 0. � I� I I � I I �_ 41bo I �► I i l (CT i iAL a I l �a �E �HFT !� I I l i -i I I I I ► I I! l i l I ;- I it I I i i L O 4 DLlr� T r �2i i l ©YT I3 I I R •I O �--- i. s �—. �- I� I �3a 4V I - 7- LJ t;RT � � I R�1^SG I ; — i I --T I WIN— - RTr �? I INO _1 TBE -f6ADLEK PROJECT: KYSOR, , Bremerton. WA. NO: ............. DATE :November 26, 2002 PAGE ......�L2........ OF...., b—'7 ........... RE: MEAT COMPLEX ............................................ ENGR : TJUTT ................... CHK.:........................................ SIDE WALLS V = 1648 ( Total at End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 4 Connectors Provided at End Wall So. Allowable Shear = (4)(900)(1.33) # # = 4,788 > 1648 OK! ROOF PANELS (TOP) V = 275 ( Min. 3 Connectors Per Panel - Spacing @ 4' - 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) = 3,591 > 275 OK! MAX. SIDE WALL PANEL SHEAR V = 1,648 Panel Connectors @ 4'- 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (4 Connectors) (900) (1.33) = 4,788 > 1648 OK! (DAIRY CARTS BY OTHERS) ROIL -BACK CART STOP — BUMPER OAR AT FRONT OF OPENING — — — — — — — — — — — — C-1 — L 2 5/81 l 121 5BRO--Zx /16 3 BR - 121 5916 2 x 3 0 30--4 1/2" [364 1/2] 32'-6" 121 5116 X 3 2* X 4' TEMPORARY HEADER SLOP ORT REMOVE AS DOORS ARE INSTALLED (2) REDIARED 1/2" PLYWOOD ED, To to CID Irl) Ol 112 /8 C-2 l' -O 3/4" [12 3/4] W r gn Fill 32'-6" z NSF LABEL[390] m 42,228 /HR WALL AND S. 73 - INFILTRATION LOSS LOAD BASED ON [141] [60] [189] STORAGE ONLY. Q C5080C cl) A 0 m • C-4 39 7/8 W-1 W-1' 47 47 1 DW -1 4-7 73 W-1 W-1 47 47 40 11/16 C-3 0 F 1&'x 5' I-IIER I 3: L r- -1 J- 60 X96 2 6 1/2 DAIRY COOLER (41 SHELVES (6 54 1/4" STANDARDS - PLAN VIEWa. COLOR CODE ORANGE ON 7 1/4" CURBS LOF =106 7/8" -T i 71 3: TRQ-1 121 5/16 X 36 5/8 TRQ-� 121 5/16 X 5/8 TRQ-3 121 5/16 X 36 5/8 7 -TIER SHELVES (DAIRY CARTS BY OTHERS) ROIL -BACK CART STOP — BUMPER OAR AT FRONT OF OPENING — — — — — — — — — — — — C-1 — L 2 5/81 l 121 5BRO--Zx /16 3 BR - 121 5916 2 x 3 0 30--4 1/2" [364 1/2] 32'-6" 121 5116 X 3 2* X 4' TEMPORARY HEADER SLOP ORT REMOVE AS DOORS ARE INSTALLED (2) REDIARED 1/2" PLYWOOD ED, To to CID Irl) Ol 112 /8 C-2 l' -O 3/4" [12 3/4] W r gn Fill z IT) m Q cl) A 0 m K�> 64 0 �T.eABLER DRITU Structural Engineers 124- ,� PROJECT: KYSOR 1�(LEMrtzTDN vJA• N0: DATE: '� 26 PAGE OF 103 RE: DA1RY COOLF-R ENGR: T'RATT CHK. 17 1 I I _i PEA LVA 5 I I i I To -s Is1 3 3 -92 r 4 W DLLs sI 2 3. .412 (14-A t 2.6) TaT,'AL 1 LQXD 51 143 I I I I I I I I I I I 1 !_ 4�r'1 --I —I _ I I I � I I I I I ( � .2 3 •5 I I I [14 I I I I I.6 i I �OTi l t1o)ND r 5 fl ¢ 2 14 ( I I 1 I I I . I - I ��� `�.� I I p' �ac�l I �Mo� Wali• I I I I Ti 1_61 � ori r 4 2 _I I I E—L I I! I I bIqZ-7-V N t 71 S0.s I I I1 ! 14 -il2 , I •� zN�1rj �I( _i i 17 s TOB �ADLER IRITO Structural Engineers PROJECT: KYso e DREM t'RT®N 14A. N0: DATE: 11 26 02 PAGE 25 of b3 RE: PAWY CO©LC--IZ ENGR: 11ZATT. CHK. I I I I S ISMI I I I I I I I 2 I 2 i I I i I � I i I • r �J O I I I I I I I I I I I 6�b CTT L IF�JES tHlfM L r BOO-. DL 21419T T A�lv I I 1UR t •Io 2 I I I I I I I 1., 2 I I I I I I I wIIN 0; LL I i THE -f6ABLER ()) ni\ PROJECT: KYSOR, , Brenterton. WA. NO: ............. DATE : November 26, 2002 PAGE...... 2 6.....OF...... 7,.......... RE:DAIRY COOLER ............................................. ENGR : TRATT ..................... CHK.:............................................ SIDE WALLS V (1498) = 749 ( Total at Each End Wall @ Base) # Allowable Shear Per Connector = 900 Per Connector 5 Connectors Provided at Each End Wall So. Allowable Shear = (5)(900)(1-33) = 5,985 > 749 OK! ROOF PANELS (TOP) V = '/ (272) = 136 ( Min. 3 Connectors Per Panel - Spacing @ 4'- 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector ie Allowable Shear = (3 Connectors) (900) (1.33) 3,591 > 136 OK! ^„ MAX. SIDE WALL PANEL SHEAR V = '/ (1498) = 749 Panel Connectors @ 4' - 0" O.C. ( 3 Connectors Per Panel) So. Allowable Shear = (5) (900) (1.33) # # = 5,985 > 749 OK! "Am II I -----------I- I -- ---- I -- - — —1 W-1 0 W-1 W-1 W-1 W-1 W-1 W-1 W-1 w I 47 47 47 47 47 47 47 47 473 7/8 41 27 1/8 n lid 0 ;o I i�; 0 C, V Let 0 IQ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �RD—1 D-2 6pis x 26 99 �, X 26 3/4 99 3 6 X 26 3/4 99 3R0-3 X26 3/4 99 3 TRD— 4 3/4 TRD-5 3711/4 X 26 3/4 ru 5 7/a — w 6 P�D-4 DR X—� 7/8 X 7 7/8 99 39RD-1 99 3 7/8 99 16D /8 W X 7 7/8 1 CONTINUOUS METAL OPRICC TAG MOLDING 33--1 1/2" 7" 6" 8" [397 1/2] [7] t37 1/� [6] LA 38'—o -- C, (456) cli EXTERIOR FINISH: j BEER COOLER PLAN VIEW NO FLOOR, NO CURBS i► i fINTERIOR FINISH. MITE EMB GALV ! II 6 Z- M C) 0 m ll�p 0 I 6 Z- M 0 rw Ma M > -1 m -z. 7 > -A a 0 X a > G) m 0 III 19; THE ABLER Structural Engineers PROJECT: KYSOR. UREMC-tLTQN, WR. N0: DATE: 4412&102 PAGE 28 OF 163 RE: be_f1-(L COOLEfL ENGR: TVATT CHK. MOEN ■■■■■ m - HERE ■■. ■■■■■©��■■■ ffmm■wwr■m :I ■■■■■■ ■■■ ■■■■■ ■■■■ ■■ ©■ , ■ M■■■■■ ■■■■■■■■■■■■■ ■■■ mom ■ ■ mmi LON EMEE ■ ■■■ INS ME ■■■■■■■�■■■■■� ■■■■■■■■■■ ■ ■■■ 1110,■ ■■■�■■■■■■■■■■■ o■■ i ■■■■i■■■■■m■■■ ■n■ ■■■■i■■■ ■■■■■■■ NO ■■■ ■■■ B ��� ®■ ON ■■■■■■ TEE ABLER Structural Engineers PROJECT: KY502 6Rr-Mr-fRToN "A. N0: DATE: A4 26 02 PAGE 22 of L3 RE: ��C� CO© � ENGR: TF -AT T CHK. I I ( I SIS ►� II II II11 2 2 ' I I i i i I I I I I I / I CT'T�, L 'E i II70, 1 L 13 IDL17, I T 2 ti, 14 6I 11 Ll I i I - Tu t N,G .1 Of .2 A4 &j.4 6 s I 142 NO QV C'RT i I vJ IND 0— !NIT L5, 1 1I I i l I I i' IIS I� I I -I- ISI - 14-i I I li l TBE AIDER R'D CU15 STRUCTURAL ENG;•X_ERS PROJECT: KYSOR, , Bremerton, WA. NO: ............. DATE :November 26, 2002 PAGE ...... .7JQ..... OF...... 3........... RE: BEER COOLER ............................................. ENGR TRATT ...................... CHK.:............................................ SIDE WALLS V = '/2 (1798) = 899 ( Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 4 Connectors Provided at Each End Wall So. Allowable Shear = (4) (900) (1.33) = 4,788 > 899 OK! ROOF PANELS (TOP) V = '/� (224) = 112 ( Min. 3 Connectors Per Panel - Spacing @ 4'- 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) = 3,591 > 112 OK! MAX. SIDE WALL PANEL SHEAR V = '/ (1798) = 899 Panel Connectors @ 4'- 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (4)(900)(1-33) # # = 4,788 > 899 OK! 30 L/F OF 2" X 6" NEG INSIDE CORNER TRIM & (20) 22 GA. 2- X OFFSET X 2- X 5- 10 L/F OF 6" NEG FLAT CLOSURE TRIM @ PRODUCE COOLER ANGLE CLIPS KWK ANCHOR PLAN VIEW CONTINUOUS ANGLE ON 7 1/4" CURBS 1-71["R ER TIER I -TIER 1_11 I -TIER ER ER o 4) 54 /4- STANDARDS IN =AERS AY CLOSE ATTENTION IN _0 r(3 I EE EE F 4 (TOP LEFT) BLACK/GREEN 0-0 W-1 47 47 47 25 3/16 DIN -1 | � ' ! | 'i i � | ! ` ' — �-| | ' | 77 iao«] |. 0N' �U��--- �- / - �- ---�------'-------'---'--'''--- --------''�'-----' - - ' z 0 �pn E9 Eck | | | = -== |To �~~ z oz � � + m � | | ( � G!) 0 I Qs� T�B.�IILi�I� Structural Engineers PROJECT: KYSDR 62rME9_T0N WA. N0: DATE: 11126,102 PAGE Z)2 OF b3 RE:pR©17VCF CpOLI=� ENGR: 712ATT CHK. I I 1 LOA S To IWA LLS s 42 1 1 i I �— F TOTAL I I I LOAD I s 01260, i I I IND, I I I I I I i (310 r I 5 3 2 I I I i I 1 1 1 I II►I 4{ b I i I I I I i I ��, ��„N k_E7.9 y 16a p' kIEnM) Wale. I DL T- I iL 11 I Ove R V RN I N j QVtIfLTl2rl1N� I I I ! I I--N© �TSB AIDLEIE OR®®OD Structural Engineers PROJECT: KY5O2 14 DAEM►=(L lON mit. N0: DATE: 41 1 J2b i 10Z PAGE OF �3 RE: PR©911G� C�4LF R ENGR: TRATT. CHK. Ii I ��� ■OWN m ■■t■ ■■■■■■a■■■■■■■■ ■■■■■■■■■■■■ m■■■■■■■■■■■ ■■■-, :�■■■■■■�■■m■■■■■■■ ■ ■■N ■.� IN - i ME NEI ■■ D SEMEN ■ ► Vii■■■ ► ■■N■■■■ ■■ .. ■ Q■.■-�■■■■■■■■ ■ Ii I THE X DLER PROJECT: KYSOR, Bremerton, WA. NO: ............. DATE :November 26, 2002 PAGE ...... J...Q..... OF...., b 7—�........•.• RE: BEER COOLER ............................................. ENGR : TRATT ...................... CHK.:............................................ SIDE WALLS V = '/2 (1798) = 899 ( Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 4 Connectors Provided at Each End Wall So. Allowable Shear = (4) (900) (1.33) = 4,788 > 899 OK! ROOF PANELS (TOP) V = '/ (224) = 112 ( Min. 3 Connectors Per Panel - Spacing @ 4' - 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) # # = 3,591 > 112 OK! MAX. SIDE WALL PANEL SHEAR V = 1/2 (1798) = 899 Panel Connectors @, 4' - 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (4)(900)(1.33) # # = 4.788 > 899 OK! m V" P 30 L/F OF 2" X 6" NEG INSIDE CORNER TRIM & ` (20) 22 GA /4 X 2" X OFFSET X 2" X 5" 10 L/F OF 6" NEG FLAT CLOSURE TRIM ®PRODUCE COOLER ANGLE CLIPS 0. (80) A70 X 1 1/4" SMS PRODUCE COOLER W (40) 1KWIK ANCHOR "HILTI" PLAN �7I E • ' (90) is CONTINUOUSIANGLE X 1 1/2' ON / 1/4 CURBS (180) #8 X 3/4" HEX HEAD W-2 W-2 W-2 W-2 W472 W472 W472 47 47 3 7/8 C-3 _ C-4 47 17 / _ __-, 251 2 —T-----T-15•x.6' T 15'x45' m ;77 T — — — T — 1a- x 4a• T 16-x49' 1e' x aa' I I nEn I p00r161e x .e' I I1-nER-nI 1-nEfl I 1-1(fl 1-PEREV�'L--1------�-----1-- L-----1- SHELVESr _, 1/4 STANDARDSUCTION NOTE:p'`T( EoERS PAY CLOSE ATCOLOR CODE�L MOUNT SHELVING 3 BLACK/GREENEET 1 OF 4 (TOP _�5 !O6 14 X 9 6 1/2 3 --r=�F O r 16'x4a' I 15 x 46' 1-nER1_ER1---1 41 5/16 C-2 3 7/8W-2 W472 W472W472W233C W-1DW-1 47253/1677 I —,--1 A - -4 3'- 0" I 54., [36] [64] 30'- 0" 21'-8" f260] v 6 7. Y y O � � I � c7 1 N z v C) m N � 1� n = � O m w O I� TOE �AIDLEIE ONDT OD Structural Engineers PROJECT: KY50R 612EME9_ToN VJA• N0: DATE: 1112tolOZ PAGE 32 OF RE: VIZODVCE COOLL=2 ENGR: TV_ATT CHK. 14 I I I E I LOA 5 I I ( I I TO, 5 S 1 W LLS S 20 3 s 4420 I 1I i i t �— I I TOT I s I i �jlb O --�i I i ! I I ' i 1____ �_► i I I I I i I I I I I i I I I S I I I i I i I I !i I -� III! 4a i TOT I tNiN!D t�.5© -1- 1l�i lL -�L -�- —i - s ©I--! - ��R �.— — i ---I-- I --I— i uRN►�vP -- - � � �N O UV i g Nk I I I I — 1= 'rlUl2rb 14 5TON ABLER 0M)TIP Structural Engineers PROJECT: KY_ S�6RF M �_-- (ZT OrJ3 VSA- N0: DATE: PAGE 3-5— OF �Z RE: 29-102 TCI_ C©CL F ¢ ENGR: TRATT CHK. -�- I ! ► I I 14IV i l! ! I I I � I I I I ! IC T/ ML H_p!: ! IDLIS Il i ' ! TI i ©Tr 3c� I i i l i ! I '�-'Q-_- —r l *-�lJ% ,�l -_ —I I -1 I �` I I —! r INO 1 I Q,V I t{RT -- 2N1r�C1 i } —_— I � --�=-- I � THE ADL-Elt PROJECT: KYSOR,, Bremerton, WA. NO: ............. DATE : November 26, 2002 PAGE ..... Z4 ...... OF �?:. .......... RE:PRODUCE COOLER ....................................... ENGR : TRATT ..................... CHK.:............................................ SIDE WALLS V = �/2 (1382) = 691 (Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 4 Connectors Provided at Each End Wall So. Allowable Shear = (4)(900)(1.33) # 4 4,788 > 691 OK! ROOF PANELS (TOP) V (212) = 101 Min. 3 Connectors Per Panel Spacing @ 4'- 0" O.C. Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3) Connectors) (900)(1.33)) 4 9 = 3,591 > 101 OK! MAX. SIDE WALL PANEL SHEAR V = IA (I 182) = 691 Panel Connectors @ 41-0"O.C. (3 Connectors Per Panel) So. Allowable Shear = (4)(900)(1.33) 4 # = 4,788 > 691 OK! . 1 TEE �III•LIC ._2� Structural Engineers Y � 6Ri= M►.2 ON, NJ,4 No: DATE:i i 26 OZ PAGE OF 6 PROJECT: K l$H C©�L ENGR: TiZATT CHK. RE: 4 of _ - ! C— 47 4 23 7/16 37 1 16 / I 03 00 r IB' X 48 T 18' X 48 I r�— N --- -- .-- 3 1—TIER 1—TIER — J r'1 ♦ r7 r "' L----------- u --- 00 U O O P Co I Qi s� ? �--�— —� TOB • AIDLEIE �0RI T GD Structural Engineers PROJECT: KY5O2 ()(RI=!tiIER T ON V1 A N0: DATE: 49 26 O2 PAGE OF__0 RE: S H C O� L -l= (2- ENGR: TR A TT CHK. I LAVA 5 T T©Ps S C I i ! I cni LLS s c 2)C tc I I5 Q I I I I I —I ! TO L T—r- I L Ars ISI I--� ;-- N I _ 7 -Ti FT I i I I I i ► �—� _�_� !__�_� � I I I I I I I I ! I -4 I TMAL toiNj, 2 �41 ', _ I qf Each, E.� j Wal )- -�I—�- -`--I I NI Uf�N SST 1— I F I I ! �- �_ I I !.• I � t d. I" INO. :VER I TlUizrb 1N(7 ---j--- - ---= - _ --- r- -=-=- - ---- _ ---� i i ___�.--!._.- FTNeAIILER [R(I)CDOD Structural Engineers PROJECT: KY O e b MERTON_ N0: DATE: 1112121OZ PAGE 17 OF X03 RE: F1 S H 000L -(Z ENGR: T ZATT CHK. � I I I S I S� 1L► I I IIIA L- i ' I b ► ► I I I I I ► ► I � I�— I � ► I I I ' I / p lob —� ► I i I I _i 4bl I i i — �I I TAIL H I I I 1 011 _ I I -DL I DLIr� I I I I i i i I _RTU2 t I �I� I__ i i C 2��P 184 �b� ► , I �-_ i___rt__�-- ► I S No VERT I - i I ► , j --I-- "I� I I ► i— 1 I I � I I � I t ! I I --- = - I I I I I -I - --- , THE AIILEIE PROJECT: KYSOR,, Bremerton, WA.. NO: ............. DATE :November 26, 2002 PAGE.... 3.8 ....... OF (0 Z) ........... RE: FISH COOLER ................................................ ENGR : TRA TT..................... CHK.:............................................ SIDE WALLS V = '/2 (414) = 207 (Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 2 Connectors Provided at Each End Wall So. Allowable Shear = (2) (900) (1.33) = 2,394 > 207 OK! ROOF PANELS (TOP) 9 V = �/2 (46) = 23 Min. 3 Connectors Per Panel Spacing @ 4' - 0" O.C. Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) 9 # 3,591 > 213 OK! MAX. SIDE WALL PANEL SHEAR 4 V = 1/2 (414) = 207 Panel Connectors @ 4' - 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (2)(900)(1.33) 9 4 2,394 > 207 OK! T.8 AIDLE c Structural Engineers / 7� � PROJECT:MC-RT©—NO:_— DATE: 'I 1 �O2 PAGE OF RE: C°HiCKi��t $ Sell DCLI C JO �� ENGR: TQ�TT CHK. N© SD 4 OF 4_. -- -- ---- -- --.._ - : (20) 22 GA. 2" X OFFSET X 2" X 5" ANGLE CLIPS WITH 1/2" OFFSET (80) #10 X 1 1/4" SMS —' ON EXT. SIDE (40) 1/4" X 3 '/4' "HILTT" KWIK ANCHOR _..i 22 1/16 24 15/16 (95) L/F 26 GA. 1 1/2" X 1 1/2" -- CONTINUOUS ANGLE EXT. FIN. (190) 98 X 3/4" HEX HEAD WEG -- [231] — 10'-3" 9'-01. — [123] I [108] 3'-0" 5'-0" 2'-3" CHICKEN COOLER -� [36] [ [27] PLAN VIEW ---- - I O r --i TT U C-5 29 3/a W-1 Wz35 ON 7 1/4" CURBS 3 7/8 3 7/8 C-4 �l)4 n i i � m U N r O �n 3 �n _.. . I ^ m0 3Q^ X o 3w - CV CO O �° U a '°4 A co C5080CR DW -1 3a 3a 7/a m C-3 --- ` C-6 29 1/4 73 7 CA Na I^ C N473 W-1 3� u 4 SERVICE DELI I cv I n 13: N 3 61/2 60F.096 61/2 A COOLER COLOR DE P LAN VIE W GREEN 3ON 7 1/4" CURBS Ip � 3 � n 011 II —2 3a 1/16 C C-1 3 7/8 W-1 W -1 47 V 471 - TSB AIDLEIE DEITY Structural Engineers PROJECT: KY502 bRL Mt(ZT0H , \,JA N0: DATE: 41 2b 02 PAGE 40 OF 63 RE: CHICKEMI CVQLEK ENGR: T'R,4TT CHK. ! ! � LVA 5 TO 3. G. x 1 .2 I s I IWAL s1 '2 q. 4 11 .2 I � I TOTS ! LmA� I s2i 6 i T I UU --�- I I Is .dl �i.2 I I I I TTI Tc7r, ! ; 1410 k Laa1�� L r I b 4 s 41b i l l I T� I �ZR URNINIC' QZ_!� I _- 6 X t_`t�r/ N�� UVElz-161 N_,(7_I I - - --i--- 1A. _ _ - TEE �ABLER C�.TTOD Structural Engineers �, PROJECT: VLYSOQ j(�rML'(ZTOI� � N0: DATE: 11I2&/0Z PAGE 141 OF� RE: CHIC1��=a".) ('-OOLF-RL ENGR: TIZATT CHK. I — S LA► 15' -22q b SI 6 4 I — I I � 1 1j�2 z I/So 0-�j I l i I �-- -�— l I l I I I I I I I — I !_ I! I I I I _ - C I i ©T�4�� I I pI � l i l I -f I ! a L Q . , )� �i I 2 8 5 I N O OV 4i. b I I t'; j2T I l I l i 2�C I --j— I ! T- -4- --I-- I ----r-- I I I 7T- 4 - I TT i-- — — — , — ;-- — - — — --- THE X1111. E 1t PROJECT: KYSOR Bremerton, WA. NO: ............. DATE : November 26, 2002 PAGE ..... 42 ....... OF••••••�3.......... RE: CHICKEN COOLER ....................................... ENGR TRATT ..................... CHK.:............................................ SIDE WALLS V = '/ (860) = 430 ( Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 3 Connectors Provided at Each End Wall So. Allowable Shear = (3)(900)(1.33) = 3,591 > 430 OK! ROOF PANELS (TOP) V = Y (104) = 52 ( Min. 3 Connectors Per Panel - Spacing @ 4' - 0" O.C. ) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1.33) # # = 3,591 > 101 OK! MAX. SIDE WALL PANEL SHEAR V = '/ (860) = 430 Panel Connectors @ 4' - 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (3)(900)(1.33) # # 3,591 > 430 OK! FTEE A11LLR IRTIT Structural Engineers PROJECT: KYSOR �R� M ER j Of�� wA- N0: DATE: 4112&102 PAGE 43 OF _(1L i RE: 5E1z jI CIS DELI COOLr 2 ENGR: 79 -ATT CHK. PE LSA 5 I I I I TO S s () s244I I j I WALLS, 5 .ci 2( .2 +) I i � 5 I I I I I I I I I I TOtA L WADI I ll�I'm— I I I I I I I I I I I I ; ► I I (: NV 12) 4d II :F j ; ! OT t ,NiD tis 0 ! I i ! �► 400-6 F'o c k I EW Wal I -r-�---��- - �- fz VikNI I LIP1 _t .s l6 j— sI--� IS -1-- , - I I- 46214:.1 �7 -T N-101 -1 - © - ---- I V.! Tv�2rb - - - I - i T i �T.B AIDLEIE OUTUD Structural Engineers PROJECT: �YS�Q 6IZE ME(2TOL V V N0: DATE: 4,112&10 PAGE 4.4 OF (03 RE: 9E2 -,/ICL DELI COOLER ENGR: TgATT. CHK. i �— (I i I Q I- , 2 0 1 I i i 2 I i I I i I I l I j I I I I I I i i I i i I I I— iI-- �P 701) I 4-. i l i l i I l I 1 ( I► a l 1701 I 4L I K I I I i i ( L DLII�� i T '! i'(q TIr X14 iI i I I R►� R t i Or S 4 2 Q 6i, i t) 1 NO QVjCiR_T i i -! --� - i- i THE ABLER - sTRI,Ii: J;RAI 7 �S PROJECT: KYSO?,, Bremerton, WA. NO: .. .......... DATE November 26, 2002 PAGE ..... 4.�- ...... OF .......... RE :SERVICE DELI COOLER ............................ ENGR TRATT ..................... CHK.:............................................ SIDE WALLS V = 1/2 (402) = 201 (Total at Each End Wall @ Base) Allowable Shear Per Connector = 900 Per Connector 3 Connectors Provided at Each End Wall So. Allowable Shear = (3) (900) (1.33) 9 # 3,591 > 201 OK! ROOF PANELS (TOP) V (42) = 21 (Min. 3 Connectors Per Panel Spacing @4'-O"O.C.) Allowable Shear Per Connector = 900 Per Connector So. Allowable Shear = (3 Connectors) (900) (1-33) = 3,591 > 101 OK! MAX. SIDE WALL PANEL SHEAR V = 1/2 (402) = 201 Panel Connectors @ 4' - 0" O.C. ( 3 Connectors Per Panel ) So. Allowable Shear = (3)(900)(1.33)) 3,591 > 201 OK! T.e ABLER JL��; ••._V u structural Engineers PROJECT: YS pJjz fL1VN SJR N0: DATE: 14 2b 02 PAGEA� OF 63 RE: AL 41-443 ENGR: TRA',: -'r CHK. I 11 3/8" LAG BOLTS @ 16 O.C- N T BUTYL BETWEEN JOINTS AS PANELS ARE ASSEMBLED, NOT AFTER. j BUM MUST NOT BE EXPOSED. FACTORY CAP EDGE OF ! TOPS SILICONE TOP TO -1----------j-- _ WALL JOINTS I —I WOOD BLOCKING �_-- --!— BUM ALL JOINTS IN FREEZERS i � DETAIL- LAG DOWN TOPS '!N 1 P t! I r T G TG R �A N E L 5... �s -�.__ ► ! I T I I Cf)L).'_s N iC -TU ig L-,,, _ - -� -, -+ Up!LIt=PavF�- 'F -T co)C EDTOP, - -- - - - -- - ---- - : - _ — U. E - ! j _ ALI}Q� Ate>LI=1 • •.....-II,y vy JltrIs lJ Kwik Bolt II -Expansion Anchor rnrhnn c+ppl Kwik Rnit II Allowable Loads in Concrete J 4,3.3 41 OF 63 Anchor Diameter in. (mm) Embedment Depth in. (mm) 2000 psi (13.8 MPa) 3000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Ib (M) Shear Ib (M) Tension Ib (M) Shear Ib (kN) Tension Ib (M) Shear Ib (M) Tension Ib (kPl) Shear Ib (kN) 1'/3 (29) 270 (1.2) I 430 (1.9) 330 (15) I 430 (1.9) 380 (1.7) I 430 (1.9) 470 (2.1) 430 (1.9) 2' (51) 560 (2.5) 530 (2.4) 590 (2.6) 530 (2.4) 630 (2 8) 530 (2.4) 670 (3.0) 530 (2.4) 1/4 (6.4) ' 33/4 (95) 670 (3.0) 670 (3.0) _ 670 (3.0) 15/3 (41) 530 (2.4) 990 (4.4) 650 (2.9) 1040 (4.6) 750 (3.3) 1100 (4.9) 850 (3.8) 1100 (4.9) 2'/2' (64) 1200 (5.3) 1470 (6.5) 1290 (5.7) 1470 (6.5) 1370 (6.1) 1470 (6.5) 1550 (6.9) 1470 (6.5) 3/a (9.5) 4'/,' (108) 1330 (5.9) 1390 (6.2) 1440 (6.4) 21/, (57) 1170 (5.2) 1940 (8.6) 1310 (5 8) 1970 (8.8) 1450 (6.4) 1970 (8.8) 1730 (7.7) 1970 (8.8) T/2' (89) 1870 (8.3) 2450 (10.9) 2130 (9.5) 2450 (10.9) 2400 (10.7) 2450 I (10.9) 2800 (12.5) 2450 (10.9) 1/2 (12.7) 6' (152) 2080 (9 3) 2310 (10 3) 2530 (11.3) 23/, (70) 1600 (7.1) 3070 I (13.7) 1870 (8.3) 3070 I (13.7) 2130 (9.5) 3070 I (13.7) 2670 (11.9) 3070 (13.7) 5/8 (15.9) 4" (102) 2400 (10.7) 3840 (17.1) 2850 (12.7) 3840 (17.1) 3290 (14.6) 3840 (17.1) 4190 (18.6) 3840 (17.1) 7" (178) 3200 (14.2) 3470 (15.4) 3730 (16.6) 3'/4 (83) 1970 (8.8) 4140 (18.4) 2320 (10.3) 4140 I (18.4) 2670 (11.9) 4140 (18.4) 3200 (14.2) 4140 (18.4) 3/4 (19 1) 43/," (121) 2930 (13.0) 5120 (22.8) 4130 (18 4) 5120 (22.8) 4800 (21.4) 5120 (22.8) 5870 (26.1) 5120 (22.8) 8" (203) 4000 (17.8) 4930 (21.9) 5870 (26.1) 6320 (28.1) 4'/z (114) 3330 (14.8) 7070 (31.4) 4050 (18 0) 7600 (33.8) 4670 (20.8) 8140 (36 2) 5070 (22.6) 1 (25.4) 6 (152) 4930 (21.9) 9200 (40.9) 6000 (26.7) 9200 (40.9) 7070 (31.4) 9200 (40.9) 8400 (37.4) 9200 (40.9) 9 (229) 6670 (29.7) 7670 ( 34.1) 8670 (38 6) 10670 (47.5) Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 20°•0. Shear Through The Threads Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear value by 12%. Shear Through The Bolt Body �, O All other values sho-:n are for shear plane acting through either body or threads. F-i:lti Product Technical Guide 10,'98 102 e T.8 MILER Structural Engineers e D?_EmE TON vJA N0: DATE: 41 2b OZ PAGE d8 OF 63 s PROJECT: } RE: iEL PjF R -T 443 ENGR: TfZi TT CHK. I I i I i I i AT EACH SIDE I OF DOOR SECTION i 2' X 4' X 0'-5 1/2" 12 GA.GALV. ANGLE USE (X) 2" LAG BOLTS ® BASE TO WALL) ; -- – 2) 3/8" X 3" HILTI ANCHORS BASE TO FLOOR) , i I i DETAIL- DOOR STABILIZER -.L_ NO SCALE ------------ I I , • y I_ 'I-V 1 -r� 4 - - - - --�-- -- ---r---. —._ --- �i- 0 1: . y _ AM !_ pbo- I - C --- — - _ z I :- 'L CIO. �j17'.7 j�0.1 "' �'� ---i-�� • AJ_� �.-��-.._. i �- i- i i — Am TO TTA -;-L _ _, --- - ------•---- �- - !G_ — 'C.3/,a—¢_ -- —;— 5221 1 b HO !i 1K 60LT ) SIOi;I ANCHOR '--- ----I 3�RI I Kw : x ?A - ti -OL -i I - � s � (, � •1210#!'. ('SOL • • rrJ 10� T I x Q l r 2�+� �_._.i.�• - t�-- 7_ _ —__._ _ - __ ...—� `T~ I • JAI "c+uS`.ii ljlf7i t/f � ltr%i _._...,---.---- ( {+r �•i� , �_ �5� 1 \ter / ��';r N!V�P7..Q�.� - 7 'Normal load dunmon, dry service conditions. Dcslgn values for load in withdrawal in Ib/in. of penetration of threaded part into side grain of the I.unin.tuons receiving the point t'Reler 141 'fable 3, AITC 117—Design (4) for species, rate of growth, and locamn of lumber used in various combinations. For other species rcfcr to "fable 7 24 for withdrawal destgo values based on specific gravity obtained from Table 7.21. 'D = shank diameter. :0 -0 m m O TC �i In w m ��s G7 a m y z C) v D m N (7 _ � M TABLE 7.25 Withdrawal Design Values for Lag Screws in Softwood Glued Laminated Timber" O n ; I�; Lag Bolt Diameter D' Crowth {, Ili. It+ Ib. _+ If;, It, 4+ it 1+ It 14+ ,peciest' Ratch it 250 0.3125 0.375 0.4375 0.500 0.5625 0 625 0.750 0.875 1.000 1.125 1.250 I Southern Dense 260 307 :352 395 437 477 5116 592 664 734 802 868 Pine Medium Gram 260 307 :152 395 4:37 477 516 592 664 73.1 1102 868 Coarse Grain 167 198 226 254 281 307 332 381 4211 473 516 559 Douglas fit--1-11-ch 225 266 :305 342 378 413 447 513 576 636 695 752 _ 1-letn-Plr 179 212 243 273 302 330 357 409 459 5011 554 600 Softwood Species 137 163 I£3G 209 231 253 273 313 352 389 425 460 California Close Redwood Grain IM-) 220 252 283 312 340 369 423 475 525 574 621 DmIglas Fir South 199 235 269 302 334 364 395 4513 508 562 613 6G4 'Normal load dunmon, dry service conditions. Dcslgn values for load in withdrawal in Ib/in. of penetration of threaded part into side grain of the I.unin.tuons receiving the point t'Reler 141 'fable 3, AITC 117—Design (4) for species, rate of growth, and locamn of lumber used in various combinations. For other species rcfcr to "fable 7 24 for withdrawal destgo values based on specific gravity obtained from Table 7.21. 'D = shank diameter. :0 -0 m m O TC �i In w m ��s G7 f— D 17c m v TC �i In w o ��s a m y z C) v D m N (7 _ � M m O n I�; Tog -►�ARLER [E®®oD Structural Engineers PROJECT: KYSU� �R1=M�tLT�N_ VQA N0: DATE: 4 2b 02 PAGE 5� OF RE: ENGR: R �`� ' CHK. PANEL JOINT F --t 3• I 1• 2 4SUL WALL ANEL I ODETAIL- TYP. FASTENER PATTERN _i AND ALTERNATE FASTENERS I -- - r--�- - ---I I i � I I I ZC2F _-CFO I -- I 22 GA. 2' X 2' X -I (3"NGLE CLIP 0.0 (4)- J10 X 1 1/4' SLI -� OR (6)- JS X EX } i I SUL3WALL PANEL (2)- 1/4- X 3 1/4- 'I KY0K ANCHOR BC I I --I-- - --�-OR DRIVE PINS OR (3)- 1/4' X 1 3/4' -I TAP CONS PANEL JOINT F --t 3• I 1• 2 4SUL WALL ANEL I ODETAIL- TYP. FASTENER PATTERN _i AND ALTERNATE FASTENERS I -- - r--�- - ---I I i � I I I ZC2F _-CFO I -- 3 TIE ADLER �� - - moi, n�•, fi Jam. •.; . Structural Engineers ; K SO2 12.To r.l W N0: 112 DATE: 4.7 02 PAGE 5 OF PROJECT: �l3 ENGR: TPAT-i CHK. RE: TOM A11LLIc D OR . Structural Engineers PROJECT: KY 50� 62i.N1`� i�J/ . wA NO RE _ DATE: 41 2 OZ PAGE -152 OF � ENGR: I IZA CHK. TEE ADLER UQl!J O L(" Structural Engineers PROJECT: Kv 50(L bRrME(ZT®r) VJA N0: DATE: 41 2'1 O PAGE 53 OF b3 RE: ENGR: TRAIT CHK. i I i I ----l- ',\p(;:, �, .i. n.I:��, Lu uu, >I�uu1.I ,�•L;, p,d. 1'u., r�„�I: �:�: „i,,,,.a:11(\I�If).0 �:�i�i:.,l l�,:�:'��:. TABLE, 7.15 Daviel llcar;nti Strcutith for Bultcd Cunuc�tim%% - Slxc•ilic 5700 + .12 5p (;lavily Dowel Ivarine swor.th m 'xiunds Immiume inch ().,i) SPecics Culnbiu:niuti' (; Fc11 Hcf. Hct 1'cl Hci hcf. 2200 2050 Nunccrn fine D=I - D=5/5" D=314 D-7/8.. D=1„ Aspt:ll 0.39 4350 2200 1950 1800 1650 1550 lialsallt Fir 0.36 4050 1950 1750 1600 1500 1400 I)ccch-Birch-hickory 0.71 7950 5250 4700 4300 3950 370 Coast Sid;a Sprucc 0.39 4350 • 2200 1950 1800 1650 1550 Conorw'oW 0.41 4600 2350 2100 1950 IS00 1650 Douclas Fir -Larch 0.50 5600 3150 2304 2600 2400 2250 Douglas Fr-Ltrch (Vonh) 0.49 5560 3050 2750 2500 2300 2150 . Douclas Fir -South 0.4(1 S 150 2500 2500 2300 2100 2000 Eastern HcmILKk U.41 4600 _ 2350 2100 1950 IS00 1650 Easurn Iictttluck-Tamarack 0.41 4600: 2350 2100 1950 ISW 1650 Eastern Hemlock-T:mamck (tib:ih) 0:47 5250 2900 2600 2350 2200 2050 E_=t m Softwaxls 0.36 4050 1950 1750 1600 1500 .1400 Eastcm Spruce 0.41 4000 2350 2100 1950 1800: 1650 Eas:cm Whicc fine 0.36' 4050 1950 .1750 1600 1500 1400 li:,gclmann Sprvcc-LutlgcPolc I'inc' (146 515(( ?K(ki °500 2300 2100 2(}UO (MSK 16501' and highcr grade.) 1550 '- 1350 1Yc,,lcm Ceders (\ooh) 5250 . Eog6mannSpruce-LodgepolePine' 6.3S' 4250 2 i0 1900 '• 1750 1600 1500 (mSlt 15001' and lower grades) ' 2300 2100 2_000 11'e+)cr,: llem,ix}. (\or,l:) 0 4500 ,• f Hem -Fir 0.43 411,00 2550 2250 2050 1900 I30U Hem -Mr (\urth) 0.16 5150 2500 2500 2300 2100 2000 Mixes Ala, le 0.55 6150 .3650 3250 2950 2750 2350 Altered Oa4 0.6\ 7r4xt 3950 J_= -visa 3730 35 x1 Mixed Snufhcm I'me 5700 + .12 5p 2'9M 2650 24.so 2}U Aluunt:un Ilrndlxi 0.17 + 5'5(1 '_'9(x1 2600 2350 2200 2050 Nunccrn fine 0.42 I (irlrl I 2430 2200 20W I850 1750 tem Rcd \o ikcJ U ! 0.pi ihOU 4950 4400 4050 .3750 3500 \unarm 0> 11.35 I 3'J19f 1gull I 170) 1550 14U()1350 \onc�rn While Cct11r If I 3151 I 16(10 11!'•11 j3(1(1 1211(1 I IUl 1,111C 0.j. ; 4'iGu .5U j -- 2`0 .(15(+ 1900 IJ;riI I'w:acrmn 0.55 a500 :100 3500 3'_tXl 2950 - 22.50 - Ked IIaP!e 0.67 7500 4SSp 4300 395U 365(F' 3.1 x1 Red Oaf 0.41 495) =6UU_-330 2150 2(X0 IJ50 Ked fine Rcdwood, cine grain;951) 2-600 2330 --150 2000 IS50 0.17 415(1 =050 IS50 1650 1550 1450 Redwood, open (•ruin 11.4,; 1� Itt 2_550 2_'_5(1 2050 1900 IS00 S:th SPntce 1 15o :650 3250 2950 2750 2_550 Suudtcm 1 int 0.55 47 (x1 22 450 2200 2000 isSU I750 0.a' Jp ace-I'ute-I it 4(15(1 1951) 1750 16(x) 150(1 Spruce- Pmc•Fir tSuudll 0 ; n 4050 1950 1150 16(K) 15(1(1 1400 Wemcm C'cd:u+ o.3a 0.35 3900 1900 1700 1550 1400 1350 1Yc,,lcm Ceders (\ooh) 5250 2f v 2600 2350 22_00 2_050 11'cslcm Flcmloc% 0.;7 ().1;, 5150 _)(,J 2600 2_500 2300 2100 2_000 11'e+)cr,: llem,ix}. (\or,l:) 0 4500 ,• f _ 2050 1550 1750 1600 Wcafcrt \\'hire Pire U 0 3;t 4()5u __�U.1 !95() I750 1600 I50U I:CrJ 0.73 S_00 5450 4900 4450 4150 3550 While 0:l ().43 4S0{) 2550 1 2150 2051 1900 1Scn7 Yclluw Pop!.Ir ..........1 ,: ADLER L )T D StructilrafEngineers PROJECT: KYS0113f2EMa2T(9 WA. NO: DATE: 11 127 10� PAGE �4 OF RE: SCREW CAPAC-{ l Y ENGR: T(zAT ( CHK. -'-- 0194 111 247 '36 1: a _.3 ."7 0.3., 0 201 L9 K1 279 :71 •51 I TABLE 7.42 61 1:: II — 99 v7 s3 --T—;--- I i 71 Cut Thread Rood Screw Design Values (Z)1•2.3 for Single Shear (TwoMember) • IN I I I Connections WOOD with 6.0.67 ASTbf A446, Grade G=0.33 A Steel Side Plate 6430G-0.49 (3=0.45 1 i j STEEL WOOD SIDE SCREW SCREW RED OAK %IIXED MAPLE DOUGLAS FIR.DOUGLAS FIR. DOUGLAS FIR ($) —I - --- - -- I PLATE DI.AN:7ER GAGE 139 SOViHeRS P1XE LARCH LARCH (X) H sf-FIR (ti) I _ { j 11•0.103" D 171 Z Z ZZ Z 137 I -=- inches (1 242 Ibs. Itis. lbs. Ibs. 1:s.— - p,:1: •141 2;6 •• 2:1 261 223 2:1 211- :07 - 3 14te 0 263 1st 313 273 236 232 2+1 734 1,=0:!9- 0294 131 !49 !C- 233 ';1 267 3-5 :93 2;5 0 3:0 201 1%4 313 323 - 319 !CS fl 1 -- -._� .v3 (1 )7: 74 457 107 3;a 172 t4 ;—_-�-- 0 ISO 101 110 - 114 1 111 153 0131 j I 113 0.15 1. 53 I I 197 135 171 I —1- -- 71 s- 0_4+ 11j ::7116 0177 91 113 1:3 I 1 1,.0.179 0.:63 161 335 ::! 231 27 117 I 1 1:3 0.294 131 313 2,6 236 23! 241 153 I 13: 0.!:0 :O1 769 3.0 297 :92 279 -_ i T— I - -, - " - -- 0!7: 24i 1tl 37: •L'7 LI 3:5 I I j 2q 111 111 ::.] „p ,c0 'F3_.--.'-- 214 0.133 61 114 9< S'0. ---- -•-- IS;:;: 0 131 7I I:9 III sl 15i 1:1 137 131 1:9 11 j U.177 91 157 16: 131 S! 171 I:i 10 141: 0.190 101 192 166 133 132 113 )t.? 1,=O.I3t' 0 216 121 217 1:13 lis 172 Iti I Fv Fs 0.:+: 141 :30 199 Ira 13: 1:1 10. I S9 SS - - -- '-- — ----'- 1, C-3' 161 101 1)1 217 213 :C1 117 I1? 0.:9t 131 301 'SJ 141 237 226 I I 201 61 333 1i! 121 V-: 336 110 232 177 3!0 3:1 1W 1,]I •53 'vro ri I j I 03i:241 U.1. I 0.151 71 14: 1:1 ns 1,3 Ina I — -• 0.161 11 164 143 1!3 IW 123 I 0177 93 132 133 147 1� 133 I � I 11 1142 0.173 103 IS7 162 131 113 III 0.215 1:3 2;3 134 171 153 1W I 0.2:2 141, 195 132 113 110 �— 0.'.63 ISl 257 :30 :IJ :10 +t :110 „ 1 a _.3 ."7 0.3., 0 201 L9 K1 279 :71 •51 I o.l!d 61 1:: Iib 99 v7 s3 --T—;--- I 0.131 71 133 119 III IC9 • IN I I I 0161 a, IV 139 129 1:5 I?I -- 0.177 91 173 131 Iti 1.0 I tl I I 12 14-: 0.170 101 .353 139 447 11 : 1: S I 11•0.103" 0:15 171 209 131163 153 137 I I i'— (1 242 14, 2]3 H? 1'3 1's I67 1 0.:63 151 261 _':7 211 :07 li' I 1 O.:S1 131 29: 734 20 :0 -_ 1 --- - --' -- 0120 201 3-5 :93 2;5 :il :31 03n 241 .v3 til .SI '1" •F7 j I 0131 61 116 ICO -- ----- - 1 --• -�---�•-- 0131 73431 113 303 103 53 I I 0 t;- E, Iti 13: i:: I]0 113 I 1 0177 91 172 1:3 13; i33 1:3 ------ ---- -._. 4.0073• 0.173 !03 177 13: 1:I 1:3 1'? . 0316 11, 'C5 175 153 16.7 13: • 0?1? 1+1 '_:9 133 •li: 1;0 1st ___ _-- ---.- - -, - " - -- 0.:'3 153 :61 221 207 203 H) 2q 111 111 ::.] „p ,c0 'F3_.--.'-- 214 0.133 61 114 9< S'0. ---- -•-- IS;:;: 0 131 7I I:9 III IUt 171 SS i 1,=O.Co' 0.151 11 120 113 113 • Cli; S! 171 I:i 133 I!! 1:7 •- -----, - - 1;3 )t.? 119 Its Ica 01:3 61 I1! v7 Fv Fs F= - '- 19 ( 0 131 I 7 I 1:3 I 1;0 I 10. I S9 SS - - -- '-- — ----'- 1, C-3' oIS= Fi tai 1:9 ui 117 I1? T�6VOAI1LEIL _ITT IF, Structural Engineers PROJECT: KY 50 f' -r 32EMEV_Topj v\)A NO; DATE: 4412--710-Z PAGE 55 OF . I , RE: SC,(zE CAPAC-I TY ENGR: TRATT CHK. I WOOD WOOD TABLE 7.42 (Continued) G 0..13 G•0.42 G=0.37 6=0.76 --_--; -- G-0.35 I 1 ISTEEL SIDE - PLATE SCREW DIAN IETER SCREW -GAGE HEM -FIR SPRUCE -PISS -FIR REDWOOD E.•15TEZN SDFTw'OODS (0;ca $min) SPRL'CE•PISE•FIR(S)-- NORTHERN SPECIES ---, --- i WESTERN CEDARS _ I I 1 o WESTERN WOODS z z z z z ---�-- ! Inches lbs. Ibs. Ibs. Ibt. Ibs.-- 01 0.29- 0J.10 1:1 163 131 273 2W I 2:3 25_ 23a 171 L: 213 173 293 +37 175 199 1 7 $s;: ! I q•0 219" 171 - -i -- - - - 19 - _ ' I -`----__ 037! 2+t 117 112 13, 130 i „9 03 ±0: IJJ !t' 13U i I I c i '7 0.190 Oats 101 123 Isv 173 156 17: I!U 153 I:7 153 I- I ISI �----------- •--1--'---- - P3: 1 t'.0.179" 0..:'_ 0& 1:1 161 203 2 ti' 202 179 194 ' 1 I 02'7: L. 0 131 224 264 22i 259 23: 270 X93 --_---.-- �',71 iii 271 76.3 I I - 0.131 001 6t 71 93--- I04 Ills 91 93 917 ----- I ! O.I •s 31 L. I?: Il4 112 193 Il9 106 117 IU! I -- I 1 10 $s1: t,=7 1}s• 0.117 0. 190 0.215 0 21! 9 103 123 1:1 I)7 135 164 133 132 151 l22 137 115 1�) 173 t:} 117 I 11l ' 139 i I s- 1 0.1_5! O.N. ISt I!1 14: 21? Ift 21,y 1:0 IN) 157 156 Ifl 0 31•1 7Ct ?30 �.: 271 +:� 217 2S= 211 --- ---I - --� 017. U.I?S 2:t 64 2t2 91 a'1 1: bJ 77 i 1 I 0.1 51 0.151 73 31 93 101 1112 113 IW 13t IN 113 I.3 131 91 10. b9 103 al60.177 1 1: Il0 I I 11l0a I I I 11 V0.12, 0.10 0.216 121 171 IS2 1:9 153 131 1:2 1?2 110 12i 1)5 - 0.2:2 0 253 161 1st 139 143 157 151 1.1 0.24: 131 70 210 2:s 7 2f6 212 136 '.13 132 21: 177 .93 ,:i ' I I 0 3:Z 713 �i3 •as ?r3 ao 231 3 ±30 _f --- I ' _ .I,a 0 131 61 71 9f 9; 3. 36 3- 0 165 t; I;: 112 12= 112 110 107 ' 12 17:: 0 171 0.140 91 to% 127 1.10 L7 113 11? I_9 110 123 t,�0.10<' - 0.115 1.1 I:.t Us Ilt 153 13l tt9 1St t?? 1 I-- I 17 1 'YS 21; IN 133 161 174 J57 115 I t I1 203 1 2:s '?v 213 +17 •�` i I I n 31, O 131 21, 6; ,<s J 2 !14 a' I 12 7. _71 10 6+ i4 i- I j 0.16! 31 I4< 9: Ian 9? Ito 114 03 9 I I 1 Ii 315: -• - -- 0177 91 10; 121 121 IIO 12 2 119 I,'b ^3Ut 1.73 1 I j 1 v-10 5' I j 0.190 • 1=1 IL 17: 12� 131 1.: 133 121 1� �----I I I ii- .- ---�---- 0.15 p±03 163 133 IS2 131 171 1 1 131 11` IJ 170 I i `Ii n +a: l7; ,ps $.) 190 ]1 1.! 7U 60 6' - - p;: 0 13A 0151 7j 90 37 1,1 9' I 9s b� t,•0 Co' 0.16: 0 177 t1 91 IOo 119 IIT 117 Iu3 101--- 1M 19• �j -- -- --..._ ---- 0199 103 1.2 t.') IN I IS Is;: U 'fF-T OISt I 71 74 9_ 9; I 7 --- 13 ' --!- i oil - t; 1'75 1J° t for 1.0012 screw connections shall be multiplied by all applicable acl• i --- -'- laced _ ! _ J. Tabulated lateral design 1'alues (Z) justmcnt factors (see Tabl; 7.1). " 2. "1 abulatcd lateral design va!ucs (Z) are for cut 11`1 -cad %,00d screws inset led in sid_ gma n t.i:h good scree anis to good fibers, and l.'ith the following wood screw btnding yield s:rcr.y^chs (F,.,). perpcltdicu!a- - F = 100,000 psi for 6S wood scrc- FTy = 70,000 psi for 1 :g and 16g wood scrc.15 Y.1 s;rcws F7,, = 90,000 psi for 7g, 63 and 9g good sere%;; Fey = 60,000 psi for l'g and 203. ,s F,., = 60,000 psi for lOg and 123 wood scrc%,s F,., = 43,000 psi for 253 wood sere% s design arc based on a d•o•.:tl bearing s:ren3th (F,) or 45,00) psi for ASTM -- 3. Tablllatcd latera! va!ucs (Z) A-'z5, Grade A steel. - •<,l. Co "'r r7:7r., AFPA, 1 250 Co. nCCtl=ls: - - Source: A\SI/Nr.Ph i1 US -1991, f•=:i0nal Dt;ig.' 1;'00 Ave , INW, VYashingtor,, DC 20036. 1 t I PANELS TOPS WALLS IN OU'T'SIDE INSIDE OUTSIDE SIDE Includes 2 PSI: I'or Ntcmbrane or Standing Scam Rooradd 10 PSI' lm ballasted F Q u Design based on dellection criteria: 1/240 Design based on delleclion criteria: 1/180 v L 2 < 0 0 I.IV1: LOADS - PSI: LIVE LOADS - PSI: LL U O >70 RU 90 lUD 110 H 10 20 JO 40 SO 60 70 80 90 100 5 M1tl'11 1111'1! 111!'11 MPHM111'JI LQ C1 13 17 21 26 31 SOFTNOSE TI-IERMA-CORE 2.2 -POUND DENSITY Fc=18 si ALUM W. 1.73 32 I] _5 IU' -(i' 9'4" 8'-7" 8'-0" 7'-7" 7'-J" G'-11" 6'-8" G•_5•• 21 .10• 13•_101' 12'_4•• 11'-I(1" 10'-10" 10•-4•• GAI.V 4" 2.64 32 IS' -4" 12'-6" 11'-0" 10'•0•' 9'-0" 8'-10" 8'-6" 8'-2" 7'-I(1" 7'-6" 22'-10" 1 16'-4" 1 14'-10" 1 13' -Io" 12'-10" 1 11'-10" WOOL) FRAME THERMA-STRUCTURE: 2.2 -POUND DENSITY c=18 si AI.1161 2 v," 1.88 20 1 I'•0" 8'•6" 7'-6" 7'-0" 6'.6" 6'•2" 5'-10 5'-8" 5'-6" 5'-3" 15 _6 11'-4" 10'•4" ,11.10•• 9'-0" 2.3.1 28 IS' -(1" II' -4" 10._011 9'-2" 8'-6" 8'-I" 7'-9" 7'-5" 7'-1" 6'-1()" I'1'-0" 14•_6•• 13•_9•• 12'_9•• 11'-10' 11•_3•• W. 2.98 32 15' 6" 12•_0" 10•_6" 9'-6" 9'4)" 8'-6- 8'-1" 7'•9" 7'-6" 7'-2" 21'-6•• 15•_4• 1.1•_6•• 13•_4•• 12•_6•• 111_911 5" 3.73 40 21' 0" 15._10.. W-0- 13'-0" 12•_0" 11•_4" 10•_10" 10'-5" 9'-11" 9'-8" 24'-0"• 21•_0" 19•_0•1 17•_9•• 16'-10" 15•_10" GALV 2 v," 2.32 20 12._0.. 9'-3" 8'-2" 7'-6- 7.-0" 6'-8" G'-5" 6'-1" 5'-10" 5'-8" 15'-8" 12.4.. 11._3.. 10._6. 9'-9" 9'-2" 3 :':" 3 25 28 16'-0" 12'-4" 111-011 10 0" 9' 3" 8'•9" 8'4" 8'-0" 7'-8" 7'-5" 22'-0" 16'.0" 14•_10•• 13._10.• 12•_10•• 12•-0" .1" 3.71 32 16'-6'* 13._0.. 11•_6•• 10'-6•• 9'-9" 9'-1" 8'•8" VA., 8'-0" 7'-9" 23•_0•• 16'-10" 15'-3" 1,1•_6•• 13•4•• 12'-8" 5" 4.6.1 'I0 1 22•_0" 17•_0.• 15._2•. 1.1._0. 1 13._0•• 1 12•_3• 1 11•_8.• 1 11'-2" 1 10•_9•. 10•_5•• 2'1'-0"• 22•_6• 20•_8•• 19'-1" 18._0•. I7'-0".' 1NSUL-FRANIF THERMA-STRUCTURE It 2.2 -POUND DENSITY Fc=I psi ALUM 3'A" 1.99 28 I4•_1 10'-10" 9'-8" 8'-10" 8'-5" 7'')" 7'-5" 7'-1" G'-10" G' -R" 18'-10 .1 - 263 32 14._11 11•_4.. 10._0., 9'-2" R'-7" V-0" 7'-8" 7'-5" 7'-1" 6'-10" 20'•6" 15•_0" • 13•_9.• 12._9.• 11•_11•• If' -3"- 51' 3.3.1 40 1 20'-0" 15._0., 131.7.• 12._3.• 11•_6" 10•_10" 10•_4 9'-11., 9'-7" 9'-1" 24'0"0 20'.0" 18•4•• 17•4•• 16•-0" 15•_0• .. GALV 3'/," 2.90 28 15'-6' 11._8- 10'-4" 9'-6" 8'-1(1" 8'-4" 7'-11" 7'-R" 7'-4" 7'-I" 21'.0" 15•_4•. 14•_0•• 13•_2•• 12•-•1•• 11•_7.• 'I" 3.36 32 16•_1" 12•_''•. 10'-10" 9'-11" 9 _3 8'-9" R' -'I" 7'-I I" 7'•8" 7'-5" 22•_0" 16•_0" 14•_8•• 13•_10.• 12•_10•• I2'-1" 5" 4.25 40 21%0" IG•_3..1" 1-'-S"10'-1"2.1'-()"• 21•_9•• 19'-10" 18•_6" 17•_3.. 16•_2•• 'LAMINATED F,XPANDI:I) POLYSTYRENE THERMA-SEAL 1 -POUND DENSITY Fc=12 si AI.I1N1 2" I.II 'J 10'-6 8'•0" 7'-O" 6'•6" 6'-0" 5'-9" 5'-6" Y-3" 5'-0" 4'-10" 14'-1" 10•_4•• 9'-6" 9'-0" 8'-'1" 7'-10•• '1" 1.33 17 15._(1•• 12•_(1.. 10._81• 9'-8" 9'-0" 8'-7" R' -I" 7'-I(1" 7'-7" 7'-3" 20•_6• 15•_6•• 14•_3•• 13•_3•• 12•_1•• 11'-9" 6" 1.•15 25 18'-61' 14'-7" 13•_()•• 11•_10•• 111_011 10•_5•• 9'.11" 9'•6" 9'-2" 8'-10" 26•_0" 19•_0•• I7'-6" 16•_3•• 15•_2•• 14•_6•• 8" 1.57 34 21'-0" 17•_3.• 151_0.1 14•_0.. 13'-0" 12•_4•• 111_911 II' -3" 10'-10" 10•_7•• 30' -ll"• 22'-11" 19'111• 19•_4" 18•_0•. I7'-0" Ill" 1.69 42 23'-6" 19•_8.. I7' -G" 16•.0" 15'•0" 14•_2•• 13'-6" 12•_11 12•_5•• 12'-0" 30'•0"• 26'_4•• 24'-0" 22'-4" 21•_0" 19•-10" GAI.V 2" 2.12 9 11%0" 8'-6" 7'-6" 7'-0" 6'-6" 6'-2" 5'-10" 5'-8" 5'-6" 5'-3" 15•_6•• 12•_4•• 10•-4•• 9'-10" 9' 0" 8'-4" •1" 2.2.1 17 1G'-0" 13•_(1.• 11•_•1•• 10•_6" T -W. 9'-2" 8'-9" 8'-5" 8'-1.. 7'-10•• -2'-10" 16•_9•• 151_9•1 14'-6•• 13'-6" 12•_10•• 6" 2..16 25 20'-0" 15•_10.. 13•_10.. 12•_8•. 11._10" 11•_3" 101_8•• 10•_3•• 9'-10" 9'-7" 281_10" 20•_10•. 19._01• 17•_9•• 161_8.• 15•_8•• 8" 2A8 3.1 22'-6- 18•_3" 16•_6•• 15•_0" 14•_0•• 13•_3•• 12•_8•• 12•_1" 11'-8" 11•_3•• 30•_0••, 24'-6" 22'-6" 21•_0•• 19'-6" 18'-4" I(1" 2.611 42 25•_0. 21•_(1.• 18•_10" 17'-1" 16•_0• 15•_3•• 14•_6•• 11•_10•• 13•_4•• 12•_11 • 30•_0., 28'-0" 25•_9.. 24•_0•• 22•-4•• 21•_0" LAMINA'T'ED URETIIANE TIIERMA-SEAT, 2 -POUND DENSITY Fc=24 si Al.l1N1 •1" 1.66 32 I' 0.• 10 _(1 9'•ll" 8'-0" 7'-0" 6'-6" 6'-0" 5'-R" 5'-•I" 5'-0. 6" 2.00 48 1.1•_0" 10._0•1 9'-0" 8'-0" 7'-0" 6'-6" 6'-0" 5'-8" 5'-1" 5'-0" 17•_7•• 12•_9•• 11•_6•• 10•_11•• 10•_0•• 9'-6" 8" 233 66 I'V-0" 10._0.. 9'-0" 8'-0" 7'•0" 6'-6" 6'-0" 5'-R" 5'-1" 5'-0" I7'-7" 12''1" 11•_6•• 101_111• 10•_0•• 9'-6" 10" 2.66 83 1.1 0" 101_011 91.0.. 8'-0" 7'-0" 6'-6" 6'-0" 5'-R" 5'4" 5'-0" 17•_7•• 12'-9" 11'-6" 101-1111 10•_0•• 9'-6" GAIN 32 1.1•_0•• 11••6" 10'-0" 9'-0" 8'-0" 7'-6" 7'-0" 6'-8" 6'-4" 6'-0" 18'-6 13 _8 12 _6 11•_10•• 10•_10•• 10'-0" 2.91 '18 14._0" 11._6" 10._0•. 9'-0" 8'-0" 7'-6" 7'.0" 6'-8" 6'-1" 6'-0" IS' -1 13•_8•• 12'-6" 11'-10.• 10'-10" 10'-0"3.24 HI2.57 66 14•_0••11•_6•• 10•_0••9'•0"'"7'-6" 7'-0" 6'-8" 6'-4" 6'-0" 18•_6••13•_8•• 12'd' 11•_10•• 10•_10•• l0'-0"3.57 83 I•I._0. 11'-6" 10 _(1 9'-0" 8'-(Y' 1 7'-6" 1 7'•0" 6'-8" 1 6'-4" 1 6'•0" 18•_6 13•_8• 12•_6• 11•_10• 10•_10• 10 _0• •NIA\ SPAN IS BASED ON MAN(1FACl'IMING LIMITATION. FORT OP PANFI.S SPANING 20 I'I.I--I' ANI) LONGER. A STABILIZER (RANGER) IS RECOMMENDED. RECOMMENDED FLOOR DESIGN 1'00•r'I'RAFI'IC: ML•TALOVERFOAM- UNIFORM LOAD =600 PSI' I IAND'I'RUCK: Va" PLYWOOD UNDER METAL- UNIFORM LOAD = 900 PSI: PALLET JACK: ''h" PLYWOOD UNDER MI'rAl. WITH FIELD APPLIED 3/16" ADT- UNIFORM LOAD = 2500 PSF I'OR SFISMIC Y.ONE 4: CI II:CK WITII ENGINEERING WI IFN 1117AVY ROOF LOADS EXIST. ty Assurance Council: ird E. Cabelus resident NCSBCS am L. Kralj, P.E. resident BOCA Id P. Marx, P.E. and Buildings Division rpt. of Industry, Labor ;uman Relations Morrison resident Wausau Insurance arostovic, P.E, Ex Officio lent, PFS & TECO >nal Offices: nsburg, PA. I 784-8396 �s, TX. 620-7012 ne, OR. 746-8271 �ngeles, CA. 559-7287 'son, FYI. 221-3361 gh, Nc. 981-0552 : e:)ort, LA. 46-2989 QuaLtl Control. �&s�e non and C"'tl�n.= Sen;ces to ud!ng Indusrry 1 HEADQUARTERS: 2402 Daniels Street, Madison, M 53iD4 - Ph: 6081221-3361 - Fax: 608/221-2084 PFS TEST REPORT #94-27 R & D SHEAR TESTS OF PANEL CONNECTORS FOR KYSOR/NrEEDHAN-1 FORT NORTH, TEXAS BY: PFS CORPORATION 2402 DANIELS STREET INIADISON, WISCONSIN 5'7 OF b3 58 OF b3 ' "J HEADQUARTERS: 2402 Daniels Street, Madison, VVI 53704 • Ph: 60812?1-3361 • Fax: 6081L1-2084 TECO PFS Test Report: fi94-27 Test Dates: 07/26-27/94 Report Date: 07/29/94 Page 1 of 3 ility Assurance Council: PFS TEST REPORT #94-27 nard E. Cabelus R & D SHEAR TESTS OF PAINEL CONNECTORS President NCSBCS liarn L. Krali, P.E. FOR President BCCA aid P. Marx, P.E. KYSOR/NEEDHAM ry and Buildings Division. FORT WORTH, TEXAS )ept. of Industry, tabor Human Relations I Nforrison GENERAL President WausauInsuraiue itarostovic,P.E,ExOfficio Research & Development shear tests of panel connectors were conducted on July 26-27, ident,PFS &TECO 1994, at PFS Corporation of Madison, Wisconsin. A PFS Corporation. representative was present during the manufacturing of the panel test specimens. The testing was performed according to the client instructions. The purpose of the testing was to determine the weaker ional bffices: of two different orientations of the test panel connector and to perform additional test trials with the panel connector in the weaker mode. )tnsburg, PA. /784-8396 DESCRIPTION las, TX. /620-7012 The client submitted ten pairs of 2 -ft. -by -1 -ft. metal skin, foam core panels with a pin and ene, OR. hook interlocking panel connector. Five pairs were constructed with urethane foam framing (746-8271 and the other five pairs were constructed with a wood perimeter framing. Each pair Angeles, CA. consisted of one panel with the hook component installed and the other panel had the pin t559-7237 component installed. iison, VVI. 1221-3361 TEST PROCEDURES `ign• NC. '981-0»2 Each pair of panels were connected together by the secure engagement of the pin and hook = _ interlocking mechanism. The connected panels were tested in a compression shear mode evepo:t, LA. utilizing the Baldwin Universal Test Machine. With the panel's interface vertical, the pin 1656-2959 an�] was held in a fixe position while the hook panel was subjected to a gradual/ increasing load applied in a direction parallel to the interface. The shear loading continued until the connector failed. The test machine crosshead sped was approximately 0.500 in. per minute. QuaL . Cor,tio!, g Inspec:on and canon se- -ices to udding Indus:.;- 95 OF 03 PFS Test Report: x`94-27 Test Dates: 07/26-27/94 Report Date: 07/29/94 Page 2 of 3 TEST RESULTS The first two pairs of panels, of each type construction, were subjected to the test with the pin and hook interlock positioned in two different orientations. These initial tests indicated the panel's relative displacements to either move the hook further toward the pin or move the hook off the pin. The maximum force measurement indicated the:,�veaker mode was to move the hook off the pin. The remaining three pairs of panel samples were tested in the weaker mode. See enclosed photos of typical test set-up and failures. URETHANE FOMNI FRAMED PANELS Test No. I Load (lb.) Failure 1 520 Pin assembly separated. 2 625 Pin assembly compressed in foam. 3 645 Pin assembly compressed in foam. 4 945 Pin assembly compressed in foam. 5 680 Pin assembly compressed in foam. 1�.LL_c\ 1Aes1_E • b0 OF (03 PFS Test Report: #94-27 Test Dates: 07/26-27/94 Report Date: 07/29/9 Page 3 of 3 WOOD FRAMED PANELS Test No. Load (lb.) Failure 1 2125 Hook partial sheared. 2 2145 Hook partial sheared. 3 2045 Hook partial sheared. 4 2760 Hook partial sheared. 5 2180 Hook partial sheared. Tests Conducted and Report Prepared By: Allan Adams Lab Technician *09/14/94* 94-27/pb ll?SS � > = 225/':_ Tests Witnessed and Report Reviewed By: J mYes Van Scho ck L b Manager oReeviewed Ronald H. Reindl, A.I.A. Vice President -Lab (J�c-( 7— 101 OF 103 PFS TEST REPORT 094-27 KYS0R/NEED...KP: 1. Typical compression shear setup. NOTE: The weaker orienta- tion is shown. The "hook panel" (on right) moves upward as "pin panel" is stationary. 7:S _EST REPORT #94-27 KYSOR/P7EED---V 2. Typical _failure wood panel. NOTE: Par_ial shear indicated by t=ack in metal at bottom. edce of hook. E•• —.MaL TEE • .1 ABLER V60R(]UOD oD Structural Engineers PROJECT: KYSO (L N0: DATE: RE: ?ANC I- TO P5 ENGR: . TRA T T PAGE b3 OF U CHK. i I j I I I I i I I I I I I I ' I I , I I I I iP. IAM L ' e'!DNfvELTr R . 4 O� 01. C. C x.) PR t� M. . I I I i I I S I I �e..�G. �0 � e tie' � e� o Y e�• ► I I I - ' O N CT©2$ I I I • j ,-�--� ( � , I I I I I I 16 sl 113 TT i I I SI I �m8 I �!3 i�ONN� T©IR5� '-- —� i L --�--;-- I--- — --,— ;----i --- ; ' I -L -_i -_I I I I I F E3 F;," I=- M a: F:Z -1F Q 1%4 F=0 a: IzZ M T 286 4th Street, Bremerton, Phone: ( 360 ) 478-5275 FRX = ;-9 0 0 BUILDING PERMIT Job Addr: ApPlled -For Location: WHEATON WAY & SHERIDAN RD Parcel N o: a q Ov M WR 98337 (360) 478-5278 Applicant: ALBERTSON'S INC 208-395-6275 250 PARK CENTER BLVD STE BOISE IDAHO 83726 Owner: ALBERTSON'S INC 208-395-6275 250 PARK CENTER BLVD STE BOISE IDAHO 83726 Contractor:� � �� 5'� � Lic #: Exp: Subcontr: 1 C Desc: CONSTRUCTION OF A NEW GROCERY STORE Permit No: 02-0123 c! %!C,'" Status: PENDING 4 Applied: 03/13/2002 Issued: Expires: Valuation * Permit Fees: 13,638.75 Total Calculated Fee: 22,828.44 3,200,000.00 Plan Check Fees: 8,865.19 Additional Fees: .00 Other Fees: 324.50 Total Permit Fee: 22,828.44 MECHANICAL/PLUMBING FIXTURES-- . � P� 3-ao-oa This permit shall become null and v 180 days from the date of such perm abandoned at any time after the wor NOTICE - It is the responsibility of� to it that required inspections are inspections. Failure of the permit in the stoppage of the work until su that the concealed work meets or exce be borne directly by the permit holde against any and all responsibility or I hereby certify that I have read and provisions of laws and ordinances gov or not. The granting of a permit doe any other state or local law regulati Signature: ^ ry k - l kh r 7 permit is not commenced within such permit is suspended or r� )or Building official to see ing official when ready for fired inspections may result S _0 �e to the building official 3 ll i3, or financial burden shall (will indemnify the City true and correct. All i e complied with whether specified herein 5 give authority to violate or cancel the provisions of or the performance of construction. Date: I certify that I am exempt fr m the requirements of the state contractor's registration law, under Section 3, Chapter 126, laws o 1967. Signature' Date' p Permit Center --Approved By:—/'Date: LAND DESIGN 2..1,- -70:3 31RD %41E 14F `SUITE 203GEATTLE. W t 98115 S�l/ o e�feCj Oesc: GRAOI ,IG, .".ITE I,JORk. FOR IJ I IL.ITIE'= , CURB, C_4UTTE? :K :K*:K*.K �;K:K'T:Y.`.It.`%iKX:K.K:K;K:K:KX:K:•K`K:K;K:K.'K:Kk::K:K1K:K:K:K:K:K�.•K:K:•K:•K�C'K.d(:K'K:K:K:K:K nm%K-K%K:K�:K'K-K.K:K'•K'K:•!'��:`•i('K:K'K:K-1C;K;KW, K.Y(.yC'K%K:•K:K:K'K:K K;K'.K:K Cubic 'Yards K Kermit yeas' _91.00 Totai Ca.(,iliat =:J Eee 286 4th Street, Bremerton, WA 98337 050.00 :K "rP' i i.I, CIiec,� Phone: ( 360) 4.78-5275 ,-AX: ( 360) 478-5278 O ' ,Fees: GRADING PERMIT K Oti,er '' 11 /I'' 4.50 Total Permit Job Auul� .. �� aD W�QUI j /��lJ / $ Permit No: 02-0083 Locat_r_.n WHE;.rC1N I,JAY RP `` G+ PE-NOING rarC'?1illo � Issued: Kiri-11'..., I AI_ol-It .i i1�`.�'�. :1l�ll-.�.. �>'1('•.�D I�h:.�Il.;i! 7 J ,. Expire:-,: '?70:3 3R0 ^,il_ NE FIJI i E ?0:3 E i I_c W- LAND DESIGN 2..1,- -70:3 31RD %41E 14F `SUITE 203GEATTLE. W t 98115 S�l/ o e�feCj Oesc: GRAOI ,IG, .".ITE I,JORk. FOR IJ I IL.ITIE'= , CURB, C_4UTTE? :K :K*:K*.K �;K:K'T:Y.`.It.`%iKX:K.K:K;K:K:KX:K:•K`K:K;K:K.'K:Kk::K:K1K:K:K:K:K:K�.•K:K:•K:•K�C'K.d(:K'K:K:K:K:K nm%K-K%K:K�:K'K-K.K:K'•K'K:•!'��:`•i('K:K'K:K-1C;K;KW, K.Y(.yC'K%K:•K:K:K'K:K K;K'.K:K Cubic 'Yards K Kermit yeas' _91.00 Totai Ca.(,iliat =:J Eee 469.' 1.31 , 050.00 :K "rP' i i.I, CIiec,� e O ' ,Fees: K Oti,er Eras: 4.50 Total Permit Fey=: 46?.2.". .K**:K K* K:T'K* n:K:K:i :K:9C l :f :•K:K.iC:K:K;K;i;:.K.� **'*,K:K:K "-'* r:i::KW-K K K%9 n::K:K."r* K:K•K:K:.K:K:K:K*:K.Yf:** ***'K:K:K:K:K;K'K;K:K**11,KA.';K,K'Km*:•KiK9**K K`K This permit shall 02come dull .and Vold if the building '.7r work authorl<ad (JJ this oerrnit 13 not cxrvfi?nced With1n 130 days from the data Of =Duch Or If this o'r work .authoriZe'd i:y 'Duch permit 13 >suspend2d or abandoned at any time after the vor< is commenced f OY' a :)e'r 1OQ Of 130 daYS. NOTICE - it :is 'til? 'Ponslb'ili t; of the-parmit hol,7er, 1-10t the t "y Of 'remertOn or 2,uildins Official a see to i_1- that 'r9Gl.11red In.s ect+ons .ar'e rrl; de. Ths perrint riald?r must notif', th•? Ofl kci,a1 lir';•?n ready for insriectir✓n3. r=a'..lu'r2 '7f the JiYmit hold'ar to noti`. ._ha '�U'�ldlnS-; 'JfflCl l ?T 2']ill�':'d :ll`•:PEi•Ct:C�ll'.7 Tlay 'ressu in tha Steppage of tri? Svo'r!: until sui.',.`i time that tha J2'rmit .Tole",a'r c.a.n '7u0Sta1'Iti-at3. to tiTa building offlclal :hat thi- ilio: 'ne .. .__ i'r !:ode i'2Qlll, :'n1Qn �"n -_t' 'r -!o y 321 Ol i��n, _2.�t1!"�._ , Dr il'o.T';C111 =,1r�_ n shall _..i:?Ot I, by the ;:?'r"r!1.11= '1,:11,:?Y'. F-alil.l'i'a ':A 3U0`=.._Wt1:at3 _':.i`'.? will ind2?mnif ti".? City .:a-Aains'F_ any and all i._sp C'nsiblll.y '7r liabi.i._ty h9rsGy rtlf:/ trlat l ;l.a''ie 'r'ead .; in, J P -arra nen this pce'r:il! r -and same to o•2 and correct. All J'r'r.�✓131oYi3 r)f lal•,,s ar..r Drdinanc;?s 'yo`✓e'rninq this .-/pe r;f .;Ork, wl:I 'De compli,�F'd '•Jlth we)h.-cher 'specifl?d nerein •7r 1101. 'i12 yran'ting Of .3 permit :7023 110k presuine to •31.'i2 authority to /,.olate Ortil•? pro'vision's Of any otha'r ,t *:? 'Jr local law const'rui:ticm 'he Performance of r nst'ruct.on. iL;narure: Cla{ ?: �Br*If ' `_liar ' and :'f -'.S1 : -!--.It 1-011 LJW, '.lnC:.er !.actlon Chapter 1.:0. .,a4vs 'Jr 'lgnatura_: zn ZatB: f.I"K'K'n'K:K ... K:K K* m"K'Y. r 'K'8:'K'K T.K.K rr'r,ii% e7, tr_r--Apr.r_yl; elJ Fi , . r --T'o 0 9olice ONO" E3 FZ f—= M E:FZT(Dd%4 ¢> I—EF2M T T CE:P4TE:FZ 286 4th Street, Bremerton, WA 98331 Phone: ( 360) 4,78-5215 FAX: ( 360) 418-5218 RHT1 r)TNr' PFRMTT Job ,Addr:�pplle-d -For' Location : WHEATI ON iWAY z SH_R�DAPJ RD , �;�� l i. -,;lit aLBE;n- - f N' - Illf; ��3-395-r`. i 250 PARK I.EN , Grl 8LV0 S T E 81]IS, E 1 G A H 0 'j 3! ^7 iI 7'- ner: ALBERTSIJN" I -!C 2.-3-3'-5-72. •� 1 U•rl.• - T -r S li r- 4:i ('; 11r 3�7 _ 7l, i-1 i��\ .,L`I : Cf� L' I�_� _. iL � .. I�:.'L LD nO contraCtor: 1 ( C L.- _xQ: Subcontr. Oesc: CONSTRUCTION IJF A. i,1F1v4 GPOC:ER'f' STORE Raolins From UM&rte.'o Permit No: 02-0123 ��� Status: PENDING ,1;Dplird: 03/13/2002 _.{pi cess %'K K'IC Valuation K Permit Fees 1 ,633.;'5 Total caicu1at--'d i 3e= 2,823.�� 3,2100,000.00 :K plan Check Fes 3 3.1 5.t l? Addi t ,,nalFee's CO K Other Fees 32 i . �0 Total Permit _ , r32 3 , >44 K:%.K:K;K *;K VK K K'K:K'K'.K :%:K:%:K:%'KYt:%:K:% %:%�c:K':'K;%:%'K:%:K;K:K:1 :K'K'K'K -K*'9 ***T N' K;K %:K :K:K;K:K K K' ;1C;�K�K K;K %;K ;K %'K:,:.;• MEC.I�ANIr_,aL/pr_IJMBING =ii(TURES-- ✓ J, LJ J '� �;K:,,:K:%:A.K"K 'K "I K* K;,.:%;Km; K \aK� Th1,3 perin:t ahall, ds?cr_.fne bull .and ✓o)d if the buiidl.ng or wor!c authoriz-,:d '7y =hls permit is not commenced Wlthln 2e,) (jays i Ycm the dare 7f Such permit, :-.ir if hills ;_u11f11T1g or :JOrk author":ir_d ':)', such oermlt 1:3 3usoenfJerJ or aban(1Oneh at any 'line anter the 'AOY"< is commencad l ora period of L:so Jays. VOTIr_E ;t is trl?-?sponsLbllit" or th'I ;—Yrnit ',011d?Y, flot ':;l? ,_1'r;1 :7f 'ter -gym ."tDn ,7Y 3111i.':fili',- to Be`? o i_t :hat r'egU-Lr-d InSP£'Ot1p7n5 .-,ire Inade. I'i':? !7 ;?Yfnit %'O li_?'( iTA1St Plotiiy `118 •.LL 11G 11";� '.Jt l�i��: i Wrl?_n ready for l=P?ctlf7rl3. Failure Dr r_t',? r er'mit `1D1,12r •":7 :l' t1 r' h? 31-11101Tlg V1'"1�1.aI of e';uli"eC ifl3p�rti011': .na./ Y?cult .n rile �;tr_poage :7'r _,le : cyk 1nti1 _uch time .h:at thA permlt ^older can substantl„'_n `o `he '7ulLding off -_c -Lal t7at the Concealed work int a t3 Or ?`C2_c�3 0�d=' . An,/ 1.1 ::iJn7l'„ .:,Y, r "4T:'71:11 _ be bOYne JlrectlY �--Y —ie perrnit ;'folder, w_ailur? til '_,LLb:}tantiate :ode `-he �itY ac,aill3t any and :311 ,esponsibi11ty Or _..'&Milt% ':'7nr2rted Wlth th? ':onsTruction• o �• t;�"' a S7 ._ (.nit and �<nOW i.he 3i�1n8 tU :De =rile and ..or r2r _, ,all Z hereby :ertifY 'hat , have ad and �3min?d � ' .�Y:74131fJnS of 1:aws :and :Drdinan es ;O`✓?YnoIG t:''.= tyPe '71' WOr'< wi11 b -e 7cfnpl:ed '•J:.t,h s•!h?ti ?Y .;,A 2rlf The granting Of a !le rllllt dU:?$ 1lUt PY:?nJf!le _'J 'j 1'•JP. ::ut�'fO'( -Y .'7 `JiOlate 'Jr 73ni:?L ?? ;J (U'✓'. "�1�7n3 •'•f •al?`/ :7tfleY '3 tate OY iDCa11 J�"2yLL lat`Ti.; consrru0tlDn DY the ?BYFDYm.aT'C? of :_Dn;r_•ruf7t l'Dn, 7lgnatu re Gate, _ '? / _ G Z Fila'' : 3m-2,xenpt Of ti'.?• s:3t? COnt:",C`_'=�'r''._. t.:"_1t1i7i', 1•"ilJ, '.1T'''1 31311,ators Permit -,_enter--Approved Br: Date: Date: J6 E3F:ZE: M FEE F2T"OiV F=' 1_= F;' M X -I 286 4th Street, Bremerton, Phone: ( 360) 478-52.7-5 JCAX BUILDING PERMIT Joy Addr : Rep < <zd —Fvr' Location: WHEATi)N WAY & SHERIDAN RD Parc;'I !',rO: nTS r ?PPiiC:�si!t' ;LER! :�)Pd"� INC 250 P;?R'n CENTER 3LVO STE $i)I'-E IDAHO :33%='6 WA 98337(0 ( 360) 4.78-5278 i Owner: ALBERTSON'S INC 3';2,'S ^4 E ' ^LtJp TE a0I` E ID HO C �•J PAR, 'ENI R � 4 17 Contrac"or: � C 6" p� Oubcontr• past: !CONSTRUCTION Or A NEW GROCERY STORE Permit No: 02-01-23 status: PENDING APP lied : 0"3/1-312-0012 Issued E`cP, Jaivation K Permit yes I3,�33.'� Total Calculated Fee, :'2,32''.'44 3 ''00,000.00 K Plan Check Feer 3,365.'_° :addit.i�:�nal FP 00 K ! tnere '� „tai P rmit [Fee 22 328 4 'K'K'K;K:KvxA, n;K'K:K :KYC*vg K:K:K 324.50 K:K:K:K:K:K'K:X*VKVK."K KK:K*:K'K'K'K:K:K)K:K:K'K:k:K:i'K:K'K;K`K.:K:K K K:K:K:K ;K:K:K:K;K:K'K*.K**'.K'K A:t MECHANICAL; r!_UM ING FIXTURES-- 3_a`e=0� � LJ JE,vj�CL i H K'K'K;K'KM;K:K;k ,K:�c'T.'k. .K :K :K;,,:r .,.,'K:,.:K'K', :K :K ri.K:k;K;K'k;k;K;K'K'Y,'.K.; K� 'Y. ;K, :K'K'„;K K'T:,.'Y..K' �'4'.,., •k, K K.,,'K'K" k:K'K ..'K;K.%'k k'i::K'K'k'','K;f.; . This Permit shall 'oerome ,lull ,and ioid if +he building or -work authorized �-)Y .hl^ Dc?rmit Ls not rommencad within :3o a,/s frr_m the data of 3UCh ?ermiT, oi- It 1,1hi s bLl11dlil9 Or work auti-ion:'ed :-'' '31;rp1 permit i3 :!lsoend�a OY abanrioned at an,/ `.me after the work is ':.orrimenr:?d `or a period of 180 ::ays. IJGTICE _ the "?SPrY`S1b1l1tY Or the Permlt Iot tihe .-1tY '71 :`_(D It xrspections are made. Th,* oerlilt holder muc't ntJtli;/ :Ile IDlli:L1:1)1l3 lil'aos?C t:':'nz Of t}iB P:?7'!Yllt i'101,JSr t0 '110tli'/ rh•? 31x11171 ng ':fi!�=1a.'.' .7T In he �tcPPa�e or' the woYk uni Such time that the permit }loideY can _•LLbst3r.tiata ''.o the :lllildinQ ofticia.l I ti"le �onceale',' wOY��, :neet3 o., ?C3:?`�:3 code '.��:;111',,s len+G. Any "'.':?ff1011=`. rJfl, .. �', �, 01'_lief 7..:.ii Cllr :. ="l be borne ij1 Y'?Ct1}' by t}lepe'(fll .t holder , FailLlre +.o >ub;tantiar_e .oda_lle!lt3 ;J1 _ i in0 111nIiY 'IT? I.1tY against_ .any •ard all resPorvsibility OY liability connected with the Cr_nst'fUCtiorl. hereby cert`,' ^hat 1 have read and ?x3.mined this permit and know the _-Yme �.0 ;e true and so'r-rct. ail OYOvis!ons :jt _aws .slid 'JYdi riances goverTl1113 tf11.5 type '?f wor!< will be -omp I lad '.J i t`h st' %.?Y, E!�rTf.�! F ::?':: nOC. -he 3Yajjtlilg of .i p*, -(mit do:?S not !xY -sume *-O '�1V? sLLt}lU'rit:' `.'J '•!1'J1i:2 Jr •�.:ln'��?: _i;e p'rrJ'JL :1•:nS i -ally other state or !,Jeal law Ye-Gulatlrl'3 const'r!:Ct10Tl 0r the Of :7Tl3tY�1Ct:On. ,f i '.319natu rP Dat:?, that i all] t -ha ?quir iiients of til= '�t:a t'e :, 11t':' C.'..r" 5 � _ :," t!oTr,�"'�''r 1, hapt?'r i._t=.,, Laws of L967. 31:3tlatur'� Permit Center --Approved ``':_ ciatr: Data '02/25/2002 10:33 360478578 COMMUNITY DEVELOPMEN PAGE 03 BUU(nne Permit Application CDP City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 47&5278 APPLICANT: ❑OWNER ❑CONTRACTOR MAUTHORIZED AGENT .;Ire .,�idress: IBJ o oL Tax Accounc Number:_ ().t-nc•. address: jjQ: eo =$37�¢ Ao I -a25 6,275 �_onLlc.or % T3e / ¢ie✓,at: w .address: . / 1> on=ctor L•cense =: Espirauon Dace: Contac: Person: tC,6-f : Contact Phoneg: zs SZ -7 -z10 0 F� Kms? T .z' /-/� ��Efiri�7 �� �•� c �'-S. Check the ZMe of 12t)licalion f9r beloyn ❑ SF RESIDEr-'IAL -NEWS XCOrYMERCIAL KNEW ❑ DUPLEX ❑ COMMERCLA-L REyIODEL ❑ NLUNUFACTURED HOME ❑ COhNIERCIAL AiDDTTI01v ® RESIDENTIAL REMODEL ❑ CONa[ERzCAL REPAIR ❑ RESIDENTIAL ADDITION ❑ DAL-LTI-FUVLMY ❑ RESIDENTIAL REP -AIR ❑ TENANT I1NIPROVEMENT 00,1-0 l a3 ❑ GARAGE ❑ ACCESSORY BLDG ❑ SIGN ❑ DEMO ❑ GRADING (Cubic vards: ) ❑ OTHER Scope of Work Proposed MfMl LtC�4*66 ceR 01 MAW ef fv 'e AQ SN 4d,,t�- so -/'S q5 �. 10 s+d 0,--k 5i ' Square Footage: eve -fie: !Decks - IS THIS PROPERTY WITHIN ,00 FEET OF A SHORELINE= YES NO - Valuation Plan Review Fee Permit fee surc •: Tom Fess I 3, RD 0,00o gg65. �`iOrj -�/ 3 639.75' =0 �. , � /3,693.:x6 Applieacons for which no permit is issued wit#un 180 days following the date of application shall expire by limuation, And plans And ocber data submitted for review may thereafter be returned to the applicant or destroaed by the building official. The building official may extend rhe rime for Action by the Applicant for i period not exceeding 180 days on request by the applicant shoring that circumstances beyond the control of the applicaat have prevented -rcrion from being taken. 'Jo applicant shall be extended more than once. In order to renew action on An application after expiracon. the applicant shall resubmit plana and pad a ae.v plan review: fee. Q APPLICAI�IT'S SIGNATURE: DATE: MAR 1 <,2002 jD BREMERTON BUILDING DEPARTMENT *)k JpC *:IP., Ar A, ,e V W - :t, V* * RECEIPT 4- P E C c"'I P I'l U ii-, b e. r - 02-1000'11,'14 A M 0 U n t 5 .'19 C)3/13 /02. 16 -13 Payment Method.' CK Notation'., ALBERTSONS CK Init: VIA' Permit No: 02-0123 Type: BLDG BLDG PEr-Mil' WMECH/P L-6caLion , WHEf-'JOP4 WAY Zlv SHERIDAN RIC,. Tot"a I Fees22,508,44 This, Payment 81865.1", Totall ALL P-'MtS- a;,`365..19 - 6-al a:i n c". e '13 6,13 .25 Account Code Deso". ip" ion Amou. nt 16-- 34 S .8-100 ( 41 S 8 0 j BUILDING PLAN CHECK FEES 8,865. 19 FREIHI EIT & HCS 1 ARCHITECTS, INC., P.S. 10940 I E 33RD PLACE SUITE 202 BELL&UE, WA 98004 P:425.827.2100 F: 425.828.6899 II TRANSMITTAL via OVERNIGHT MAIL DATE: MARCH 11, 2002 TO: CITY OF BREMERTON 286 4T" STREET BREMERTON, WA 98337 (360)478-5275 ATTN: VALERIE RE: ALBERTSON'S — BREMERTON #443 PROJECT NUMBER: 01-142 WE ARE SENDING YOU: (1) BUILDING PERMIT APPLICATION (7) SETS OF BUILDING PERMIT SUBMITTAL DRAWINGS THESE ARE TRANSMITTED: FOR YOUR APPROVAL XX FOR YOUR USE AND INFORMATION AS REQUESTED FOR REVIEW AND COMMENT REMARKS: Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. ptv.� t#,V*i Alvin Wong CC: ovemight city doc MAR 12 2002 BREMERTON BUILDING DEPARTMENT 4 E3 l� 1—=1" f 1—= J:R _r (D E—= F:Z M T _T 4-- -IF FEE F;Z 286 4th Street, Bremerton, WA 9833.7 Phone: (360) 478-52.75 FAX: (360) 478-5278 BUILDING PERMIT ,Job Addr: te-d -For ,ermit Ncj: 02-0123 Location: WHEATON WAY & SHERIDAN RO Status. PENDING Parcel. No: Applied: 03/13/2002 iss-ued, Applicant: ALBEIRTSON-S INC Ex p i r e "SO PARK CENTER 8LVO STE IDAHO 8372-7 2 �_ C C Owner: ALSERTSON­s lil-IC DO PAI<� CE,ITER SLY0 --TE 8QI4:` Cont Tactor:L--c !t: E<P: (� � 6, S, � ') C't Subcontr' oesc: CONSTRUCTION OF A NEW GROCERY STORE K*,K *V*.K** CK -K :K :g *,K ;k Va luat J'Lon t Permit Fees ? 0,38 .75 To T_ J C3lcuiat eJ F fz :3.''00,000.00 K plan C11leck Fees 3.,365,15 (J ri i t io n _.1 F e s ;9 Other F a e s 32,1.50 Taal r , q i t 2",32 -K*' hECHAN1CPL/P_1JM91NG FIXTURES— ........ ..... ............... LJ U "-X X 'KA 'VVK* A :� :K,K,K* :V. * '. * :, *'k '9 " 1'.:,'K'••' T his peym it shall become roll! and ✓oid !f the bu i ld ing )r w0yk out hor i zsd Dy 3 permit -..s nr.Dt -a menC W 111 i8odays from uLie date of such 0eymj7, D-. if tnis building -:irwot`_u P -'1 0 ( _tJCh perfnit ;.a r-3 P abanconsd at any time after 'he work is --ommenced for .1 PeYlOrl Of 1:30 NOTICE tl�ie r Psponsibi I i tv of the permit "i,oidey , no� Vlc� ty C Ll- tO I- Of ha, io k-_�er mus.t :tie ��uildiiiq 411,?n saciy r ct -Insp—_-.1ons A -re made. Ni,* oermit l holder to no�lf­ f of �h-? payllut 'jai Dt i-equl�­ed irsp��cti,Dns :iia', t ns. Fai lu ii1 .filo -3+cPQagP of the work until such time that the !:,erm)t iolder :�_-in substantiate to 'he oUil-JI-119 j -Ja t -its. Tiny lin L '. r 'In the nPPt,3 i.)r :oda (j u_ �ff)?T �a+-e ::ode ecquirafnerits wt:_1 -,nd��riinif­ -lie 1: be borne Jirsctiy by the op -mit holder. . Iiiijr-s to sub _ai against any and 3L11 responsibility o'r llabilil:Y connected with the construction. 1 hereby r -e -r+ -if,- that 1 have read and -3?xanuned thi-3 permit aT-,d know to :,-.e true sued :_or-,C­�t. DrOVI',Bions r-din,-ancas gov3rnin,g this t,,pp of wor!, Will 0;4 :-crnplled wlth -Jaws 311d . D ,or not. -lie granting Df --i Derfrat 'J ?s -lot 13r"?sume '0 '31ve to violatd- Yr -anc,L '!%a Y0` _!Jns I - 54 -ate _�r the :)erff Signature: r'Sfflefit.a of Section 31, C'napte'r 12'6, �:jws -Df L9,57. permit Center --Approved Dat.4. Date: Data: 3remerton oxv {itsap County Health District April 11, 2002 Freiheit & Ho Architects, Inc. Attn: Ben Lewis 10940 NE 33"' Place, Suite 202 Be!levue, WA 98004 Scott W. Lindquist, MD, MPH, Director APR 12 109 04uWn Drtve Bremert* WA 913312 ;,l1HEJ•' •t KI wriL'H:Ikc ' RE: PLAN REVIF"W FOR ALBERTSON'S #443 IN BR MERTON, WASHING"COI\ Dear Mr. Lewis: The Bremerton-Kitsnp County Health District Food Program has reviewed the plans with respect to food service operation tar Albertson's #443 to be located at the intersection of Wheaton Way add Sheridan Road in Bremerton. Washington. In accordance with the Rules and Regulations of the State Board of Health for Food Ser%ice (WAC246-21 S) and the Rrcnierton-Kitsap County Board of Health Ordinance 1992-16, the plans are apliroved sub.jec: to the ti)llov%ing conditions: I. All concreto flooring used in food service:. -preparation areas must be polished smooth and sealed. 2. Should Albertson's #443 go forward with construction of an espresso and/or a sushi area, plans must be submitted prior to beginning any construction activities or food pre:patation. These types of activities will be permitted on a separate food service establishment permit. Albertson's #443 will: b- permitted as a Bakery. Meat, Supermarket, and Restaurant tood-service establishment. Prior to opening for food service or food preparation. a pre -operational inspection of the facility must be cionc•. At this tim:. construction work must be completed and food servictc equipment must be installed and aperating. Please contact me at least tive days in advance of the intended opening to arrange for the pre -operational inspection. Thank you for your cooperation. If I can be of further assistance, please contact me at (360) 692-3611. ext.259. • ere y, Vanessa Bussiere, S. Environmental Health Specialist Food and Livin= Environmcnt Program cc: Gordon Bates, AlbertsoWs Inc. cn,.vgt:•dlFxrJ \YUworJJ•I�nRcvlF.�.: ;'.u�! � Ixn,ml.Ur.n1'Ia�Nav d.t POUSBO ANNEX Environmental Health Division v 19546 !Tont Sveet 14(Rliir.KAddres., P U Rus IT76 - Pmulsho. Y1,1 983;0-awri (.760,,64)2-3b!1 1'AX (J6,1i 02-6684 i / E3F::;taMEI:P,TCDO F>aF;Z'MX-F C�:I—EM--EFR 286 4th Street, Bremerton, MA 98337 Phone: ( 360) 478-5275 FAX: ( 360 ) 478-5278 ROTI nTKin P;rPMTT Job Addr:Apj he_c4.+6y- Location: WHEATON WAY & SHERIDAN RD Parcel No: Applicant: ALBERTSON'S INC 208-395-6275 250 PARK CENTER BLVD STE BOISE IDAHO 83726 Owner: ALBERTSON'S INC 208-395-•6275 250 PARK CENTER BLVD STE BOISE .IDAHO 83726 Contractor Lic #: Exp: � Q Subcontr: Desc. CONSTRUCTION OF A NEW GROCERY STORE Permit No: 02-0123 Status: PENDING Applied: 03/13/2002 Issued: Expires: �c��c�c��t��c�c��c�czc�K��K;�c;tit*�c:K�c�c;x�t��:K:��c�c��c:Kai:k*�c�c�K�c%c��K�c���K��c�c�c*�K�s�K�txc;Ic*�c�c�xc�:KIK*��:?�*�m:K•�;�K��c;kXe�:�tx�sk�c�k���Xczc Valuation Permit Fees: 1.3,638.75 Total Calculated Fee: 22,828.44 3,200,000.00 Plan Check Fees: 8,865.19 Additional Fees: .00 :z Other Fees= 324.50 Total Permit Fee: 22,828.44 �:�zck:�ic�:���sK�:�t����cxt�c�k�c�c�c�:k:��X��cac�c;�*�K��:�i�K���K��s�:�t�c�c;K%����K:K�.NciK�:K�:��ck;�t�%sic:k��zc�X:K�;•xc�cxcz�a:�k.K�c�:��:�oc�:�K�k.F.�K MECHANICAL/PLI.MING FIxTURES-•- LU U A.TTTTM�R.T R+T IN A`•TT/A ih��/fT'M1MM�.I MA TT.A+1•�.fM/f+.A,.M1TTT•TA. M F P,.M1IM1T�TTTM1T�TI'+itT?•:I+AM••i`�TM.A+TR•T..m.TA'•R•T. I,+I. A+/I.P .�i.Pw�A•i. R• This permit shall become null and void if the building or work authorized by this permit is not corgmenced within iso days from the date of such permit, or if this building or work authorized by such permit is su:vended or abandoned at any time after, the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Brimorton or- Building official to see to it that required irepections are made. The Permit holder must notify the Buildirv, Official when ready for inspect.iona. Failure of the permit holder to notify the Building official of regr.!iyed inspections may result in the stoopage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, txating, or financial tuarden shall be borne directly by the permit. holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I brave read and examined this permit and know the same to be true and correLt. All provision, of 'laws and ordinances soverning this type of work will be complied with whether specified herein or not. The granting of a. permit does not presume to give authority to violate or cartel the provisions of any other state or local law regulating COnitruction or the performance of construction,. Signature: Date - I certify that I am exempt, from the requirements of the state contractor's registration law, under, Section 3, Chapter 126, laws of 1967. Signature. �. — Date:. _ Permit Center --Approved BY -- U CONDITIONS TO BE ATTACHED TO SHERIDAN/WHEATON ALBERTSONS PROJECT June 17, 2002 1. A Certificate of Occupancy is required prior to use or occupancy of the subject building(s). 2. Prior to issuance of a Certificate of Occupancy, all conditions of approval, including those articulated in the February13, 2002 Site Plan Review decision shall be fully implemented. (00'-1 - D 1 a 3 CONDITIONS TO BE ATTACHED TO SHERIDAN/WHEATON ALBERTSONS PROJECT June 17, 2002 1. A Certificate of Occupancy is required prior to use or occupancy of the subject building(s). 2. Prior to issuance of a Certificate of Occupancy, all conditions of approval, including those articulated in the Februaryl3, 2002 Site Plan Review decision shall be fully implemented. cit AGREEMENT TO BE REQUIRED FOR ALBERTSONS BUILDING/CONSTRUCTION PERMITS (June 18, 2002) Should there be an appeal filed in Superior Court pertaining to the Albertsons Site Plan Review approval (File # PL02-0010), any work performed under this permit is done at permittee's own risk and permittee agrees that by accepting this permit, it will not seek damages or costs from the City of Bremerton, including, but not limited to any cost associated with site preparation or construction, cost of removal of private improvements or restoration of the environment that may be required as a result of the final outcome of the appeal. Any public improvement that will be dedicated to the City of Bremerton or Bremerton School District which are constructed during this permitting phase shall remain as constructed at no cost to the City of School District, regardless of the outcome of the appeal unless otherwise ordered by court order upon any subsequent appeal to a court of competent jurisdiction. Date Albertsons Inc. E3FZ[=—:MaFZT0IV F=> EE: FZM X T 286 4th Street, Bremerton, Phone: ( 3617) 478-52.75 '-AX: BUILDING PERMIT Job Addr:�1PPIie-d —Foy— Location: WHEATON WAY & SHERIDAN RD Parcel No: (--I—E"Yf=—FZ WA 9833-7 ( 364) 478-5278 �ppIicant. AL8ERT'S 0N' = II`'IC 203-395-6275 250 PARK CENTER 8LV0 STE BOISE IDAHO 83727 Owner: ALSERTSON'S INC 2-);;-3a5-0275 250 PARK CENITER 8L!,'% J. BRISE IDI; HO 337_'0 Contractor:.. fiQ So ` .0 rte LS_c ;rt .r� Permit No: 0 0123 �^'I Status: PENDING Applied: 3: 1A r� Subcontr •vl- Des,c: CONSTRUCTION IJP A I. GROCERY STORE I w K:K'K :K::K' :K'K:K:K'•K 'K,K;K k x k es Valuation K Permit Fees K Pian Check Fees 5.1? 'S �atal al i -L 3 'IJ0 000.00 fito Ic Otherrye �J l itaL '�v-,' 2-!. �I K'K:K:KK fA MECHrNIrAU/PI_IMBIh6 =L(TUR 3 K "K'k K:K:K:k'K.K*'n*K * This permit s -W l bs -cme nui 1 010 11' iso Aja;/5 � YO h' mate Of Permit, .abandgpedFa nY` ime afd the woe V \)OTi Vit 1s the 11on-gib it• �,f the ' e V. :are in O Lt Yat 1 11"ISp W� ifl3p:>c:a1011. i� in the :;tc _ek 1� .such ti r_;Yat the 01cea1 Jo ! .n r_ '0 ?Xc 1-D.? borne direct1 Y tale Je it hold against any and ,espon51bilitY Or li£ hereby certifY t 11111 OYOV131On5 Of law's arl� ijr nOt. The gral-Iting Of any Oth•?r 3t3te 'JY local K !'T* "K'K:,•. horizr-d by -his permit is not :-ommenced wl.th-n Y' autil0'r'zed b S1.1ch peY'rnit 1"a Buspern:efi Or 'Olde , 11Ot the itY rT ?,'(e(n �'r't 'll O'r' ?.li.l.' i:: .-f ' I'i . ;.1 t J .'dill. �Jtf 1C 131 1.J11en 'eaby SOY mit r �lr.lst rn.�ti;, the ;�u:� g tlr, :I1 '.ri il:ding Oficial DT-,e`u;`ed 11'5peCt1on'- ;013" ?-U!`_ ermlt :-,older can ubstartl3t3 to the 'building offir_lai !" "ants Any - fflC:?=:'7n. t':n'„ to sub:3tantlats 'rode re'.;ui., �,m. ents .ai'_ 1 indc-•mm-5 :he :-itY connectad with the r_0nstruc ion. ��e read a _X. lned this permit and knew the ao,me to be -rue and corn_ct. =ilI lin t:113 " '-)r work be ':ornoi:ed NL ..1 .•;h?tr: r -' parfait does not pr•=su.rlle t0 31:e alltilorit; to violate nr ;n:.:,1 'he prnl , 'r�ins •.r law re';ulat111:a ccinsYructlon or the performan_a of cnst'rucr_:on. Bate: .3i�anatfire: -Al is of ,_'�'i? -tat'-? �:ont :"iC t,�'i 'r'?�13t.;31. iOi1 l• LJ, '�71.'•'r' Section 3, �f:zpter 1' 'Df 1'3n7. D. e S1•"natuY9: Permit Cent _r--Ap,. osled 8 i te a o �e. iN $0*"a r. CITY OF BREMERTON Non-Residentlfat Bttllrfing Permit Checklist appli.ant J r t 50 H S ,';:) 60%Oart0n Bu,lcInu Permttrt _— -- -- Dase --- - - urer Sheet (%. occuperfn� Qc vpc otcon:t)landpcapirx ,tt-Plan fd;mens,onedl ',cope of work OWng i7tstTtct Ind catee Completed Application ontracter '� en icat:on -- o e(e rreol ,d or Floor Area Breakdown - srtlprv,,+r� ��a•-xi�l� !� t:toor Plan rksnK Plan - Su��' ul�•"tt?ly fiar�ting Plan (cross-section)oSOA Checiclist 0i'anpl:cable) F?e�►ations �Pian Review Qucst!ennatre.<..t�c,�+►i� w�s'� Foundation Plan ti!c,ryw .Vap Barrier Free Compliance - cc;al ',.and Use C:ond!trci�� gc�e,�•;l�tiy(��5:0-t'J r` Re-mits _ Architectural/Engineered Drawt^gs-S,!j�ermtt Applicable `Gol�rre9( air & utility Permas reyaired �fv-' ,�rrttbing Plar. !e[echamcai Plan ryoss Connectior KMEC� Sump/compliance r'!re D"armen, Into - L.x- p.ufec. 'e✓, L! ting ala vstern ftefiarlical 1pr� ink;er ivvem nvelope She I z sson Control Pian - Su116#";tra:4"0/ r • Qjrn Drainage Plan - 5�.'10Ji"'�"1 WSVIAQCompliance :leaith Depanmew Appic-al e4mcfAlswt Comments C it c�✓� i y�o�(< ��s ���. Subr-t;-ti� .���afwf.'i•i I ' i-���Gl��', i,/t�7—!r�✓vtQ�'f - ; oN CC.V'?/:1 5� I'vt.•>';o[/ C ',Nly DocumcnwCommencal Checklist dnc Lass printed 02/26 -IN � 35 AM 7711 05/20/2003 ..14:13 13604735850 1 L KC�C%HA h rl Department of Urban Development 232 Washington Ave. Bremerton, WA 98337 Phone: 360.47346852 FAX: 360.473851 toy,_ D�/I. TO: `m 51ren5scn Frena Gar-1'usb�r Fac y-18 -!5a-18 pews. /O pLa�ae Date nw. cc: PAGE 01 El UrgeM ❑ For Review E3 Fk a ConuwM O Pkmw Rep1Y ❑ Please e -Fv i 05/20/2003 14:13 13604735850 KCCHA PAGE 02 I Cr H Q a E I Cr LMNARCHITECTS BREMERTON GOVERNMENT CENTER To Contractor. Skanska 900 Poplar Place South Seattle, WA 98114 Proposal Request No, 8 Date: 5/12103 Archttect; LMN Architects Owner. Kitsap County Consolidated Housing Authority 801 Second Avenue, Suite 501 9307 Bayshore Drive NW Seattle, WA 98104 Silverdale, WA 98383 REQUEST: Please submit an itemized proposal for changes in the Contract Sum and/or Contract Time for the proposed modification(s) as described below andlor detailed on the attachments. Submit Proposal within fourteen (14) calendar days of receipt, or notify the Architect or Owner in writing of when Proposal will be submitted. This is not a Change Order. Do not consider this Proposal Request as an Instruction to either execute the proposed change or to stop work in progress. DESCRIPTION OF CHANGE: Provide Geofoam fill at existing retaining wall. ATTACHMENTS: Summaryof k Skt ated5112103. LMN Architects or Owner By: Date: Z� To: LMN Architects, 801 Second Avenue, Suite 501, , WA 98104 We propose to perform all changes described In the above proposal request for CONTRACT SUM CHANGE: 0 No Change 0 Increase 0 Decrease OF ($ ) (WMWdJ" stele SalesTax trot wum We have attached hereto Proposal Worksheet Summary No(s). which constitute(s) a complete itemization of costs as required by Section 01250 of the Specifications. CONTRACT COMPLETION DATE: 0 No Change 0 Increase of calendar days. The foregoing amount covers all direct and indirect costs related to this change and to the effect of the change on the remainder of the Project. All other provisions of the Contract remain in full force and effect. Contractors Representative By: Date: To: Kitsap County Consolidated Housing Authority, 5307 Bayshore Drive NW, Silverdale, WA 98383 We have examined the foregoing proposal and 0 Find 4 to be in order with the cost reasonable, and therefore nx;omend its acceptance. 0 Recommend its rejection. LMN Architects By. Date: The Owner authorizes the performance of this proposed change, and d rects the Contrador to proceed with the above work. A torrnal Change Order in this amount wil follow. Billing cannot be honored for this change u nh1 issuance of the formal Change Order. Authorized fay: Owner's Representative Date: 05/20/2003 14:13 13604735850 13REMERTON GOVERNMENT CENTER KCCHA PAGE 03 Proposal Request No. 8 Date; 5/12/03 Summary of Work Work is described below in general terms. S8e attached sketches / documents for complete scope of work. PROJECT MANUAL MODIFICATIONS PR8.1 Reference Section 02000 1. Add Section 02000 Geofoam Fill. DRAWING MODIFICATIONS PR8.2 Reference Attached Sketch of eAsting retalning wall 1. Install Geofoam and drainage In configuration shown. End of Summary of Work Page 1 of 1 05/20/2003 14:13 13604735850 KCCHA PAGE 04 GEOPOAM FILL SECTION 02000 PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Lightweight Expanded Polystyrene Geofoam and its placement. 1.02 REFERENCES A. General: Standards listed by reference, Including revisions by issuing authority, form a part of this specification section to extent indicated. Standards listed are identified by issuing authority, authority abbreviation, designation number, title or other designation established by Issuing authority. Standards subsequently referenced herein are referred to by issuing authority abbreviation and standard designation. American Society for Testing and Materials (ASTM): ASTM Designation Test Method for 0203 Breaking Load and Flexural Properties of Block -Type Thermal Insulation C578 Rigid Cellular Polystyrene Thermal Insulation D732 Strength of Plastics by Punch Tool C272 Water Absorption of Core Materials for Structural Sandwich Construction D1621 Compressive Properties of Rigid Cellular Plastics D1622 Apparent Density of Rigid Cellular Plastics D1623 Tensile and Tensile Adhesion Properties of Rigid Cellular Plastics 1.03 SYSTEM DESCRIPTION A. Performance Requirements: Provide termite resistant lightweight expanded polystyrene Geofoam which has been manufactured and installed to maintain performance criteria stated by manufacturer without defects, damage or failure. 1.04 SUBMITTALS A. General: Submit listed submittals In accordance with Conditions of the Contract and Division 1 Submittal Procedures Section. B. Product Data: Submit product data, including manufacturer's TECH -DATA product sheet, for specified products. Bremerton Government Center Geofoam Fill May 12, 2003 02000-2 05/20/2003 14:13 13604735850 KCCHA PAGE 05 C. Shop Drawings: Submit shop drawings showing layout, profiles and product components. D. Quality Assurance Submittals: Submit the following: 1. Test Compliance: Summary of test compliance with specified performance characteristics and physical properties. 2. Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria, and physical requirements. Manufacturer shall supply a hard copy product certificate showing compliance to ASTM C578 and Third Party Quality Control. E. Closeout Submittals: Submit the following: 1. Warranty: Warranty documents specified herein. 1.05 QUALITY ASSURANCE A. Installer Qualifications: Installer experienced in performing work of this section who has specialized in installation of work similar to that required for this project. B. Regulatory Requirements: Authority having jurisdiction. C. Preinstallation Meetings: Conduct preinstallation meeting to verify project requirements, substrate conditions, installation instructions, and manufacturer's warranty requirements. Comply with section 01310. 1.06 DELIVERY, STORAGE & HANDLING A. General: Comply with section 01600. B. Ordering: Comply with manufacturer's ordering Instructions and lead time requirements to avoid construction delays. C. Delivery: Deliver materials in manufacturer's original, undamaged condition with identification marks intact. D. Storage and Protection: Store materials protected from damage: 1.07 WARRANTY A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions. B. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturers standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under Contract Documents_ Bremerton Government Center Geofoam Fill May 12, 2003 02000-2 05/20/2003 14:13 13604735850 KCCHA Warranty Period: 3 years commencing on Date of Substantial Completion. PART 2 PRODUCTS 2.01 Geofoam A. Manufacturer: pt -Control Building Systems. PAGE 06 Contact: Box 246, 24000 West Highway 7, Suite 201, Exceislor, MN 55331; Telephone: (877) R -Control, (612) 474-0809; Fax: (612) 474-2074. B. Product: R -Control Perform Guard Geofoam or approved equal. Geofoam Fill shall be fabricated using virgin feedstock manufactured into blocks having no more than five percent regrind content. Blocks shall have a height of at least 32 inches (16" half block), a width oft Ia east 48 Inches, and length oft la east 96 inches. All blocks shall be shop -trimmed as necessary so that all surfaces are smooth and flat, and are within tolerances of 0.5% of respective height, width and length dimensions. Additional field and/or shop - trimming and cutting will be required as necessitated by the geometry of the fill being constructed. Geofoam blocks shall be Type 1 and conform to the specified type category In ASTM C-578 and have the following physical properties: Physical Property ASTM Test Procedure Type I Accepted Values Density D1622 1.0 1 Pcf +/- 109'e Compressive Resistance D1621 10 Pal minimum yield 0 10% deformation Flexural Stren h C203 25 Psi minimum Tensile Stren h Water, tion D1623 C272 15 4 Pal minimum % less than by volume The Geofoam Fill shall contain a flame retardant additive and shall have UL Certification of Classification as to External Fire Exposure and Surface Burning Characteristics. Geofoam Fill should be considered combustible and should not be exposed to open flame or any source of Ignition. Geofoam Fill shall be treated to prevent insect attack and shall be protected from vector intrusion. The manufacturer shall present proposed treatment methods to the Engineer for review and approval. At least one week prior to delivery of Geofoam Fill blocks, the Contractor shall furnish the Engineer a certified test report from the producer, showing all data required Indicating compliance with the specifications. Bremerton Government Center Geofoam FIII May 12, 2003 02000-3 05/20/2003 14:13 13604735850 KCCHA PAGE 07 Material for controlled density fill shall conform with Section 2-09.3(1) E, Backfill, in the 2000 edition of the WSDOT Standard Specifications for Road, Bridge and Municipal Construction. 2. Connectors: Connectors shall be galvanized steel multi -barbed connectors. Each connector shall have a lateral holding strength of at least 60lbs, when tested with ASTM C- 578 Type I Geofoam Fill, with a safety factor of two. Install a minimum of 3 connectors for each 4.0 feet x 8.0 feet section of Geofoam Fill material or as shown on plans or directed by the Engineer. Press firmly into the rigid foam until the connector is flush with the surface. Position the next foam block as specified and seat firmly before placing subsequent blocks. 2.02 PRODUCT SUBSTITUTIONS A. Substitutions: Permitted in accordance with Section 01630. 2.03 SOURCE QUALITY A. Source Quality Assurance: Each system component required shall be supplied by manufacturer and shall be obtained from selected manufacturer or its approved supplier. B. Source Quality: Obtain lightweight EPS Geofoam from a single manufacturer. PART 3 EXECUTION 3.01 MANUFACTURER'S INSTRUCTIONS A. Compliance: Comply with manufacturers product data, including product technical bulletins, and product catalog. 3.02 EXAMINATION A. Site Verification of Conditions: Verity substrate conditions, which have been previously Installed under other sections, are acceptable for product Installation in accordance with manufacturer's instructions. 1. Verify conditions of substrate, grade and other conditions which affect installation of Geofoam. Any adverse conditions shall be reported in writing. Do not proceed with Installation until adverse conditions are corrected. 2. Verify details prior to starting R -Control Geofoam installation. 3. Verify base preparation to support the R -Control Geofoam. Bremerton Government Center Geofoam Fill May 12, 2003 02000-4 05/20/2003 14:13 13604735850 KCCHA PAGE 08 3.03 PREPARATION A. Surface Preparation: [See attached sketch and 3.04.1 3.04 -INSTALLATION A. Placement: Geofoam Fill shall be placed to the lines and grades shown In the plans and as directed by the Engineer. The surface of a layer of Geofoam Fill blocks to receive additional Geofoam Fill blocks shall be constructed with a variation in surface tolerance of no more than 0.05 foot in any 10 -foot interval. All blocks shall accurately fit relative to adjacent blocks. No gaps greater than 0.07 ft will be allowed on vertical joints. The finished surface of the Geofoam Fill beneath pavement sections shall be constructed to within the tolerance of zero to minus 0.2 foot of the Indicated grade. Blocks placed in a row in a particular layer shall be offset 2.0 feet relative to blocks placed in adjacent rows of the same layer as shown on the plans. In order to avoid continuous joints, each subsequent layer of blocks shall be rotated on the horizontal plane 90 degrees from the direction of placement of the previous layer placed. Connector plates shall be placed between horizontal layers of blocks. Blocks shall be cut using a saw or hot wire. It is the Contractor's responsibility to provide temporary weighting and/or guying as necessary until all the blocks are built into a homogeneous mass and the pavement is in place. Geofoam Fill shall be placed on relatively clean crushed rock or gravel and continuously between the blocks and excavated slope to provide adequate drainage. Width of drainage material shall be at least 6 Inches. A sub drain pipe consisting of 4 inch minimum diameter perforated or slotted pipe; tight joints; sloped to drain shall be installed along retaining wall footing. Clean outs shall be provided. Perforated pipe holes (3/16" to 318") to be in lower half of pipe with lower quarter segment unperforated for water flow, slotted pipe to have 1/8" maximum width slots. All construction survey as required shall be performed by the Contractor per Subsection 1.2 of this Appendix. 3.05 FIELD QUALITY REQUIREMENTS A. Sampling and Testing: Quality assurance testing and sampling, to monitor the conformance of the Geofoam Fill with the specification requirements, will be completed as directed by the Engineer. Density and geometry (dimensional tolerances) testing shall be conducted using full- sized blocks. Only blocks In conformance with contract requirements shall be used to construct the required fills. Testing to monitor the quality of the Geofoam Fill shall be done at the discretion of the Engineer. Engineer has the right to random sample of manufacturing plant. If any block does not conform to the physical requirements or If it Is damaged in any way, it may be rejected by the Engineer. Bremerton Government Center Geofoam Fill May 12, 2003 02000-5 05/20/2003 14:13 13604735850 KCCHA PAGE 09 . A. 3.06 CLEANING A. Cleaning: Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Remove construction debris from project site and legally dispose of debris. 3.07 PROTECTION A. The Contractor shall prevent damage to the Geofoam Fill during delivery, storage, and construction. Prior to delivery of Geofoam Fill to the project site, the Contractor shall review and be thoroughly knowledgeable with the manufacturer's care and handling recommendations. Any Geofoam Fill to be exposed to sun light for more than 90 days shall be covered with opaque material which will prevent ultraviolet light degradation. Any damage to the Geofoam Fill resulting from the contractor's vehicles, equipment, or operations, shall be replaced by the Contractor. Placement of embankment will require special procedures and careful selection of appropriate construction equipment to prevent damage to the Geofoam Fill. No heavy construction equipment or vehicles shall be allowed directly on the Goefoam Fill. Geofoam Fill must be protected from petroleum based solvents such as gasoline and diesel fuel. Damage to Geofoam Fill shall be corrected as follows: Slight damage (a0.12 cubic feet with no linear dimension > 1 ft) may be left in place as -is. Moderate damage (<0.35 cubic feet with no linear dimension > 3.3 ft) shall be filled with sand. Geofoam Fill blocks with excessive damage (i.e. exceeding the "moderate" category) shall be replaced with Geofoam Fill blocks. Geofoam Fill blocks not meeting the damage criteria may be out to eliminate the excessive damage and the remaining undamaged portion of the block may be used within the fill, provided the undamaged portion of the block meets all other requirements. END OF SECTION Bremerton Government Center Geofoam Fill May 12, 2003 02000-6 05/20/2003 14:13 1 13604735850 KCCHA PAGE 10 CPA - too, r�-fovN Mod 1ybW� c�r,� "PIA0 4" �. 1l1 gw op S t•v& or— ft-Vpt.J& frI;#49"-* W^"- Pacific Land Design Planning, Engineering, & Development Services April 16, 2002 Lynn Fowler Paul Wandling, P.E. City of Bremerton Public Works and Utilities 3027 Olympus Drive Bremerton, Washington 98310-4799 � D EC 0V APR 1 6 2002 LO' BREMERTON BUILDING DEPARTMENT Subject: Albertsons Store #443; Bremerton, Washington Dear Ms. Fowler and Mr. Wandling: Pacific Land Design has received your review letter dated April 1, 2002 for the above referenced project. Please find below our responses to each of the review comments. Engineering Comments: General 1. A Right -of -Way Permit is required for all work in the right-of-way. Temporary traffic control plan is required for this plan submittal. Property to be dedicated as public Right -of -Way shall be dedicated prior to final approval and occupancy of the building. Temporary traffic control plan shall be submitted for with right-of-way permit. Dedication of property shall be executed prior to occupancy. 2. Provide Agreements and easements for all offsite work. Will be provided. 3. Provide Stormwater Maintenance Agreement for quality control system. Will be provided. 4. Public Utilities Construction Agreement will be required for all public utilities to be dedicated. Will be provided. 5. Show 15 -foot easement boundary for all onsite public utilities. Has been shown on plans. 9709 Third Avenue N. E., Suite 203, Seattle, Washington 98115-2027 (206) 522-9510 FAX: (206) 522-8344 E -Mail: pacland@pacland.com Page 2 Lynn Fowler Paul Wandling April 16, 2002 _ Sheet D-1.1 1. Note on plan that Construction Access on SR 303 is not permitted. BREMERTON Has been added. BUILDING DERART"BENT Sheet D-2.0 1. Filter fabric is not adequate for inlet protection. Install "boot" specifically designed for this purpose. Detail has been revised and calls for City of Bremerton boot. Sheet C-1.0 1. Southeast corner of site has two driveways accessing the Albertson's parking lot from Spruce Street. Only one commercial driveway will be allowed unless you demonstrate a justifiable reason for providing multiple access points in such close proximity to each other. Per our Site Plan Approval, the two driveways provide better truck access to the loading area without having one very large driveway apron. Please contact us to discuss further. 2. Provide more information on signs. Provide separate sketch verifying site distance around signs and fully developed landscaping. The store identification signs are to be submitted under a separate permit. The sight distance sketches will be provided under a separate cover. Sheet C-2.1 1. The design of the wet vault does not meet the requirements of the Department of Ecology (DOE). The 1992 DOE stormwater Management Manual for the Puget Sound Basin requires the vault be divided into 2 cells with the first cell occupying about 25% of the area. Access Hatches will also be required for maintenance. Access Hatches shall be placed according to the 1992 DOE Manual and should be Bilco or similar style hatch. Maintenance Agreement shall be submitted for review and recording. See attached excerpts from the 1992 DOE Stormwater Management Manual for Puget Sound. • Vault has been divided into two cells. • Access hatches have been provided on vault. Page 3 Lynn Fowler Paul Wandling April 16, 2002 Maintenance and Operations Manual was submitted n the St `rm7 Drainagel Analysis Report dated February 15, 2002. APR Sheet C-3.1 BREMERTON BUILDING DEP.ARTMIENT Delete connection to existing 10" main in Sheridan; connect to existing 6" main north of Sheridan approximately 180 feet. Extend new Spruce Street water main along the Spruce Street alignment and connect to the main on East 30`h Street. Delete approximately 220 feet of proposed water main on the East-West alignment and extend the existing East 30`h Street main to serve the north leg of looped system interior of the site. Water main extension has been revised. 2. Show 15 -foot easement along the main extension and to a point 5 feet beyond the end of each hydrant. Has been shown on plan. 3. All utility crossings shall meet minimum horizontal and vertical separation as required by City of Bremerton Standards and Department of Health regulations. Note has been shown on plan. 4. Correct plan inconsistencies with hydrant valves. Valves have been added to plan. 5. Convenience Store water meter shall not be installed adjacent to the store. Meter should be placed north of store in the planter island. Water meter location has been revised. 6. Note that all connections to the City water system will be coordinated with City crews. All live taps shall be performed by the City. Note added stating City shall install all live taps and install valve for contractor to connect to. Sheet C-3.2 1. Replace existing manhole near northeast corner of the restaurant property. Note added to plan. Page 4 Lynn Fowler Paul Wandling April 16, 2002 I�LV,_:,. fI APR 1 F; agf7 (Li - LJ 2. Provide sizing calculations for the grease interceptor. BREMERTON BUILDING DERA+RT;�; ENT Oil/water separator added to the emergency shut-off valve. 3. Provide oil water separator between the gas pump island and the emergency shut-off valve located on the sewer lateral. See attached excerpts from the 1992 DOE Stormwater Management Manual for Puget Sound. Calculations provided. See attached. 4. Spill containment pad required for fueling station per DOE requirements. Identify in plans. See attached excerpts from the 1992 DOE Stormwater Management Manual for Puget Sound. Shall be submitted with building permit drawings. 5. 15 -foot easement shall be shown on the plan along the existing and proposed public sewer system. Only the sewer main carrying flows through the site will be considered our responsibility. All new public utilities to be constructed shall be done according to City requirements and shall be dedicated to the City when the main is accepted. Easement and cleanouts added. Notes have been added requiring compliance with City requirements. 6. All sewer service lines coming off of the City's sewer system to serve the separate buildings and businesses shall be considered private services and shall be delineated from the Public system by installing a cleanout where the lateral intersects the edge of the required easement boundary. See response to #5 this section. Sheet C-5.0 1. Modify detail #6. All commercial service lines from the building shall be 6 -inch minimum size. Change the 4" grease line and sewer line to 6 inch. Detail has been revised to show 6 -inch lines. Page 5 Lynn Fowler Paul Wandlin April 16, 2002 �'�`� ��i Sheet C-6-0 BREMERI-DN BUILDING DEP.41I-MENT 1. Delete or modify detail #6. Configuration does not meet Department of Ecology requirements for Fuel Stations. See attached excerpt from the 1992 DOE Stormwater Management Manual for Puget Sound. Detail has been deleted. Sheet C-7.0 1. Fire hydrant detail does not meet our standards. See attached detail. Detail has been revised. ShPPt C-R 7 1. Crosswalks shall meet WSDOT standards on all driveway approaches to Spruce, Sheridan and SR 303. These markings shall be thermoplastic. Paint is not approved. Note has been added to detail. This is for on-site marking only. ShPPt CR -1 n 1. CB #3 and CB #7 require a "beehive" style grate. Plans have been revised. ShPPt CR -1 1. Maintain parallel alignment with the existing sidewalk on the south side of Sheridan. Provide for 5 -foot minimum bike lane on both sides of Sheridan. Section has been revised. 2. New Spruce Street right-of-way shall include all sidewalk along frontage. A part of the sidewalk landing at the intersection is shown on private property. Right-of-way dedication has been revised. 3. Storm drainage minimum pipe size is 12 inch. Existing invert will not accommodate 12 -inch pipe and allow sufficient cover. Page 6 Lynn Fowler Paul Wandling April 16, 2002 Sheet CR -1.2 D =:_. V ; APR 1� U �coz (J BREMERTON BUILDING DEP?.R T MEDT 1. Maintain 2 -foot distance between the traffic island and the edge of the driving lane on Wheaton Way. Have revised traffic islands. 2. Wheelchair Ramp Access required along sidewalk on both corners of the Albertson's northwest access. Have provided. Sheet CR -1.3 1. Provide 5 -foot bike lane on south side of street in the Sheridan typical road section. Have revised section. Chant II -1 0 1. Conduit runs under vehicle travelways are identified as PVC incorrectly. Correct callout on plan as ridged pipe under travel ways. Add to Notes: All conduit within a roadway, alley or vehicle travel -way shall be galvanized pipe. All conduit shall be installed according to the current City of Bremerton Street Lighting Design. Plan has been revised. ChaPt II -1 1 1. Service Cabinet Detail is incorrect. Service Cabinet shall meet current City of Bremerton and Puget Sound Energy Requirements. Plan has been revised. 2. Service Cabinet Foundation Detail is incorrect and is required to match the current service cabinet detail. Plan has been revised. Page 7 Lynn Fowler Paul Wandling April 16, 2002 Sheet CH -1.0 APR 16 2Goz BREMERTON 1. Provide 5 -foot bike lane on south side of street in the Sher idasnU1R901aa5DEPARTMENT Section has been revised. 2. Painted bicycle pavement markings required within bike lanes. Markings have been shown. 3. Revise signage on signal mast arm. Has been revised. 4. Install raised pavement markers in the intersection of SR 303 and Sheridan to delineate the left turning movements from westbound Sheridan traffic to southbound SR 303 traffic. See Note 11. Sheet CH -1.1 1. Begin "C" Curb near Station 140+00. Curb has been extended. 2. Install R1-1 signage for egress traffic at the northwest Albertsons driveway access to SR 303. Revised. 3. Install R1-1 and R3 -5R signage for egress traffic at the southwest Albertsons gas station driveway access to SR 303. Revised. 4. Install wheelchair accessible sidewalk ramps at the northwest Albertsons driveway approach. Revised. • Page 8 Lynn Fowler Paul Wandling April 16, 2002 Sheer TS -1.0 ]D0 VVa �S i APR 16 2002 BREMERTON 1. See attached markups. BUILDING DEP49,TMENT Plans revised per mark-ups. 2. Existing Traffic Signal Cabinet will not accommodate the second left turn. The MDNS for Albertson's states that "The proponent will pay for the cost of signal changes associated with the second left -turn lane from westbound Sheridan to southbound SR 303." Identify in the plan a note to replace the existing signal cabinet. Notes have been added to identify new controller cabinet to be supplied. Please find enclosed the revised drawings, dated April 16, 2002, which incorporate changes per the mark-ups and comments of your April 1, 2002, review letter. We trust that the revised drawings will meet with your approval. If you have any questions or require any additional information, please contact us at (206) 522-9510. Sincerely, Bill Fortunato, P.E. Project Engineer WFF:jj Enclosures 2001073.034-23A/bra2IfIt01 Apr -23--02 08:O6A Freiheit & Ho Architects, 425-828-6899 a.�HttT & HCS 4ItECTS, 'NC., P. S. 109a0 ryt �j '1 .6 ;B 4*VUE, WA 9600. oa25?772!(70 F:425.678.6999 TRANSMITTAL via OVERNIGHT MAIL DATE: APRIL 23.2002 T0. CITY OF BREMERTON 280 4TH STREET BREMERTON, WA 98337 (360)478-5275 (360) 478.528 F ATTN VALERIE RE ALBERTSON'S - BREMERTON #443 PROJECT NUMBER 01.142 WE ARE SENDING YOU. RESPONSE TO PLAN REVIEW COMMENTS THESE ARE TRANSMITTED. FOR YOUR APPROVAL XX FCR YOUR USE AND INFORMATION AS REQUESTED XX FOR REVIEW AND COMh1ENT REMARKS: 1A SALES AREA: 24 075 S.F. 130 = 802.5 SUPPORTAREA - STORAGE: 7,352 S F 1300 = 24 5 K17C HE N: 3,389 S.F. / 200 = 16 9 OFFICE 1,536.5 S.F. 1100= 15.7 MECH., 1548 8 S F 1'30C- = 5.5 TOTAL OCCUPANCY = 8651 TOTAL Ek- WIDTH REQJREC. (865.1 X 2012) = 14.42 TOTAL EX - WIDTH PROVIDED 46'-0" 3 EXITS REGUIR=D. 5 EXITS PRCV"DED ol•rn+Qh� :LL; �krc P.01 Apr -23-02 08:06A Freiheit & Ho Architects, 425-828-6899 1tII & H() ECTS, INC., P.S. MUE, WAS8CC4 P.425.8272'00 F 425.825 5879 18. Information pendirg from the municipal lire department. 1C. —11. See PROTECTION CONSULTATNTS, INC., pages 3-4 of this transmittal. W. See pv sleet 3.2, keynote 3233 ?K. Addressed in the site pearit application Submittal Sincerely, FREIHEIT & HC ARCHITECTS, INC., P.S. Peen Lewis Benjamin P. Lewis CC: file, Gordon Bales, John O'Brien C"o ulm c, y Joc P.02 Apr -23-02 08:06A Freiheit & Ho Architects, 425-828-6899 P.03 - ---- -�.-� •��+J�oLJot PCI PAGE 81 DATE: Apni 2, 2002 TO: Richard Gardner Freiheit & Ho Architects FROM: Greg Jones, P.E. Protection Consultant , PROJECf- Albertson's # 443 Bremerton, VGA SUBJECT. Response to Pcmnit Conditions The following paragraphs constitute our responses to the Bremerton Permit Center Permit Conditions that were faxed to our office 412102. ne number of each paragraph corresponds to the number of the permit condition on the attached letter. Responses are included only for items that pertain to OUT scope of work I E Fire flow requirement relate to the extraction of a sufficient quantity of water from on-site fire hydrants Located away from the building. Siuce our design control ends at the 5' contract limit lire we do not determine the number, size or location of site fire hydrants or water lines. This condition should be forwarded to the site engineer for resolution. IC A complete fire spfmUer system in accordance with NFPA.13 will be installed as indicated on sheets 8.1 A and 8.1B. 1D Shor draw, ngs (based on sheets 8.1A and 8.1B) for the fire sprinkler system will be prepared and submitted for review by the fire sprinkler system contractor as required by specification section 13930 and note to contractor number 4 on sheet 8.1B. 1 E Required test of the fixe sprinkler system will be performed by the fixe sprinkle: contractor as witnessed by the fire department its accordance with the reclLirements of specification section 13930. IF A compete fire alarm system in accordance with NFPA 72 will be installed as indicated on sheets 8.0A and 8.013. 182 South 600 East, Suite 102 Salt Lake City, UT 84102 Phone (801)596-1601 Fax (801)596-2561 Apr -23-02 08:07A Fr^eiheit & Ho Architects, 425-828-6899 P.04 - _- M.1 PAGE o? # 443 ftmeenon_ WA Page 2 IH Shop drawings (based on sheets B -OA and 8.0B) for the fire alum system will be prepared and submitted for review by the fire alarm system contractor as xequired by specification section 13850 and general iaote number 7 on sheet 8.0B. 11 Required tests of the fire alarm system wiLLl be performed by the fire ala nn contractor and witnessed by the fire department 182 South 600 East, Shite 102 Salt Lake City, UT 84102 Phone (801)596`1601 Fax (801)596-2561 ZrNw� OF B/p�t� Sri 4ArMq�a3 *J(040 Vtw CITY OF BREMERTON • 239 4th Street • Bremerton, WA 98337 December 12, 2001 Patrick Mahonev Meng Strazzara Architecture 80 Yesler Way, 2°`' Floor Seattle, WA. 98104 Subject: Application No: 0 1-063 9 Site address: 4220 Wheaton Way Albertson's F�- In the process of reviewing the above mention application, it has been determined that the sprinkler plans can be deferred from this permit application, but must be submitted prior to the final inspection of the repair. What we will need prior to issuance of this permit is a letter stating the heated temperature of the bldg will not exceed 49 degrees, (to meet Non-residential energy code compliance). Once we receive the letter, we then can issue the building permit. If you have any questions, please call me at (360) 478-3244. Sincerely, GCS, Valarie Wolf Building Development Specialist * Equal Opportunity Employer * s Apr -29-02 O3:50P Freiheit & Ho Architects, 425-828-6899 REIT & HO TCr"TC It't f— 0 C 164a0RE33RDPVCt sauDiE,wn56C-0. C•42582,7.2135 :4'5.6266699 TRANSMITTAL via OVERNIGHT MAIL DATE: APRIL 29, 2002 P . 0 1 Al 1? 2 0 2j02 TO. CITY OF BREMERTON 285 4" STREET BREMERTON, WA 98337 (360) 476-5275 (360) 478.5 A'TN VALERIE RE ALBERTSON'S — BREMERTON #443 (PERMIT 02-0123) PROJEC" NUMBER 01.142 WE ARE SENDING YOU HEATLH DISTRICT APPROVAL LETTER COPY OF THE PERMIT CHECKLIST THESE ARE TRANSM TTED. FOR YOUR APPROVAL XX FOR YOUR USE AND INFORMATION AS REQUESTED XX FOR REVIEW AND COMMENT REMARKS Valane: Attached is the Health Dept. approval letter a:na the tuildmg permit check ist The plumbing plan was Included i6 the submittal package We need the plurrbirg reviewed for perm t. Please let n•e know Ve status of :h s portion of tte submittal. Sincerely, FREIHEIT & HO ARCHITECTS, INC, P.S. Peen Lewis Benlamir P Lewis file. F)M MC *W C WWts W CII) 1>1; Apr -29-02 03:50P Freiheit & Ho Architects, 425-828-6899 P.02 Bremerton ❖:• Kitsap County Health District April 11, 2002 Freiheit &- Ho Architects. inc. Attn: Ben Lewis 109411 NF 33"' Place. ;uttr 202 Bellevue, WA ()8004 Scutt IV. Lindquist, :'ND, PIPU Director .APR ! 'x 20 109, usfin Drive I3rrnrerl(tn. WA 98311 RE: PLAN REVII,"N TOIL ALBERTSON'S #433 IN BREMER10N. WASHINGTON Dear Mr. Lewis The Bretnerton-Kitsal) C'ourtty Health District Food program has reviewed the plans with respect to food service operation ror Albertson's J443 to t)e located it the Intersection of Vvheaton V►Ia; and Sheridan Road in Bremerton. Washimoon. In accordance with the Rules and Regulations of the State Board of Health for Food Ser, loc M."..1,C• 246-215; and the Bremerton-Kitsap County Boa! -Li of liealth Ordinance .-992- 6, the plank an' 3pl11Y!ved �ubjec til the li1lIm%ir,- condalons: I . .All concrete flooring, used in food ;cr-v.ce.-pre.)araticm ireas must be polishud smooth and sealed. 2. Should Albertson's #443 go forward with construction of an espresso ancl/clr a sushi area, plans must be suhntitt2d prior to beginning any construction activities or food prcpatation. These types ut activities will be permitted on a separate food service establishment permit. Albertson's #443 %N is be penniiteci as a Bakery. lk-leat, Supermarket, and Restaurant food service establishment. Prior to opening for food service or food preparation. a pre -operational inspection of the facility must be (tune' -V this time. contitruciion work niu3t he completed and food servile equipmen-. must he installed and Iihrratine. Pleasc contact me al least tive days In advance of the intended opening to arrange tar the pre-operationalin�pectior.. Thank you for your cooperation. If 1 can be of further assistance, please contact rye at ;350) 692-3611, ext.259. (rely, - Vanessa. B(tssiere, S. Lm ironmcnta': I lealth Specialist Food artd Living Environment Program ce.: Gordon Bates, :Albertson's Inc. :u,.y. Cd•.h i.:d l4inwmJd•ltnl'cvN e.., •.±,x.*„�'•r:v�mI lir n L,altm deC POULSB0.1114NEV Emirottmental Health DiVkinn a 19:46 Vrnnt sireer l(Itiiiis •f Ibrs PO 8:,--v V)--6 Prr.;;sbn, 1:'•; 9837(t-(Jl).iq Apr -29-02 03:51P Freiheit & Ho Architects, 425-828-6899 iq 1094) to J. -REIT & HO :I'.TECTS, INC., P.S. W.LrjUF.'.vn9c00. P c:: 827 2100 F4125820.5$-)? TRANSMITTAL via FAX CATE MARCH 3, 2002 TO: CITY OF BREMERTON 286 4T" STREET BREMERTON, WA 98337 (360)478-5275 pe -o `/-?Ir SZ -71 ATTN. VALERIE RE. AL BERTSON'S - BREMERTON #443 PROJECT NUMBER 01.142 WE ARE SENSING YOU NON RESIDENTIAL BUILDING PERMIT CHECKLIST HESE ARE TRANSMITTED: FOR YOUR APPROVAL XX FOR YOUR USE AND INFORMATION AS REQUESTED FOR REVIEW AND COMMENT REMARKS: Sincerely, FREIHEIT S HO ARCHITECTS, INC., P.S. Ben Lewis CC FILE, FAX ehcMUE P.03 Apr -29-02 03:51P Freiheit & Ho Architects, 425-828-6899 P-04 (:�o O r� r�_'4'0 ( S OS C 9 CITY OF BREMER` ON Non-Resideatlal Bidding Permit Checklist Applicant i%`-=�"�/S Building Permit* -- .-_ _ - Date — -- -- _-- aW � t omer Sheet (Nv/mcllQHncN & i*pc of conn) �'ta''plan (dimensioned) • `' + scope of work �Zaawg District Ind cared CQmpieted Applicator. ontractor Ver,ticaticn - aeCe. rrroi (d or Floor Area Breakdown and;caping - SHb.N.+�� gg,Fcmv_0e1 icor Plan larking Plan - Subs•+: i► ��"•^fell rialing Plan (cross-section A ChecKI+st (ifappi�Geblel - 4 Flexa6ons , i� Plan Review Qt;esti©nna)re_SeAi A4 .k4IN Foundation Plan elci �' Map Barrier Free Compliance ecial land Use Condit;)oii� . CJo.A Hed&0/5:42-(..X r'- Bermits -Ambitactural/Engineered Drawings -5 permit Applicable-De*,r" S'i'r & Utility Permits required �u' � bing Plvi ro1(eehanlcai Plan rf03s Connect;en SEC Stamp%Compliance vire Dfipartmen; Int(7 - '= P,�aiec. 'o✓1 ling �I ystem Mpfianical prink.'er $vstem Envelope , �- .�/Sae sion Control Plan - S�-!h►^� #�"''% S' �tpern Drainage Plan - s N'Sti'{AQ Compliance Health Depdrt(ne()t .App)u.ai c4=4C-t+ewi- s�tlor►* `' l ornme, +M►' Documcnla\Commencal Chcckltsl doc Last pnn(cd 02126/99 9 35 AM May -03-02 03:06P Freiheit & Ho Architects, 425-828-6899 P.01 2 1:HEIT & H0 4 , I'TECTS, INC., P.S. 1094] rrE 93RD 11ACE, 9*'.WVUE. WA 95;04 G: 475.927 2.00 c 425 62B 6979 �17- TRANSMITTAL via OVERNIGHT MAIL DATE: MAY 3, 2002 T0, CITY OF BREMERTON 286 47M STREET BREMERTON, WA 98337 (360)478.5275 (360) 478.528 F ATTN. VALERIE RE: ALBERTSON'S - BREMERTON #443 (PERMIT 02.0123) PROJEC1 NUMBER 01.142 WE ARE SENDINGY01.1 MECHANICAL & PLUMBING FIXTURE COUNTS THESE ARE TRANSMITTED: FOR YOUR APPROVAL XX FOR YOUR USE AND INFORMATION AS REQUESTED XX FOR REVIEW AND COMMENT REMARKS Valane, Here are the Mechari--al and Plumbirg fixture cants Have a goad weekaid' Sincerely, Peen Lewis LL LLQ ice. FREIHEIT 8 HO ARCHITECTS, INC., P.S. CC: file, May -03-02.03:06P Freiheit & Ho Architects, 425-828-6899 �rdr, uo uc uc;and ricfr'ldrme Jdruiriv icuar ro-r-auio F.eb_26-02_11-:31A Freiheit & HO Architects, 425-828-6899 Sm Addram C>—erg/r ZD 3 ';:Z 6 PhaeLr 20� 3 .f e - 0427 S y. P.02 P-02 V. l,-\lNafiY TRAY -- -`� LOOLEM, 6ai C OTtlFS ler ®f.\TYAHfrrt2il - K I E�i.4S ; PA: :S - - -- I SLOP SIN k �— AAV�F ii. ----� �-" c20 ORYI� . - � 11 SE Dss � � � rtC1,V�KA Tot SMSIMn LMN . ,.�„•----; r---i-CT Z •.LeT NG -�_ a�L .' POOL f _ 6Lr7GG akmEIL isaril moe"I 9;wwi - a 1 �-`1'.ati "`' -- -•�- •f!•' AE G fI5s i RWFpirY`+5 CTiYE 1 OTFmR NEQt jtilCAL FEES � PLc %MI14G FEES.-_-.T-- CI'Y SLRMARGE TC -.AL FEES -- Ap �i-;!_AVT'S SIG;:ATVRE —D kTE May -03-02 03:06P Freiheit & Ho Architects, 425-828-6899 Ilesr U uc .io: nca rlarlanne .�araine ldud 1 /44-�jUlti Veb_26:02 11:31A Freiheit & No Architects, 425 _828-6e9g Typc eQ Fuel Element IYI tiaa Oc=upanc7 Rmlden%W Pr, I Ca"Ur-md _. Site AAQtes®:_ own D Pgv�6101 Pb=..�C4 3 •,► c 62 7 5 P.03 P. �► P.02 r WATER Ow&4 a .%LTEUTtaN -TupfLi -T-- RUSE bass . ,ww: csnflrnlzvq 1 _� I W('O-,L.NIQ%L FEES PLUSMING FEES _ C' TY SL'RC3dARGE _ TOT..L F'S E5. a1►,r,I j(;jNVT SIGti.Ar RE I— .J;.iN 1.8 ' 0� 22: 42 FF' ;LBB AK - TECTi �R 2e�8 �,c�5 4 77 'i] 3-360478=211'6 P.01: 02 AIbertson's. Inc. 250 PARKGEN'TER BLVD. I P.O. SOX 20 / BOISE, IDAHO 93726 DESIGN & CONSTRUCTION DEPARTMENT FACSIMILE COVER SHEET NUMBER OF PAGES, DATE: '06/19/2002 INCLUDING THIS ONE: 2 TO: City of Bremerton Engineering Department A.TTN: Lynn Fowler _ FAX ti: 3601478.5398 FROW Gordon Bates Projec. Su ervisor TELEPHONE: 208 / 395.6408 D & G FAX it: 208 / 395-4477 RE: Albertsons 4443 Wheaton VIi3y & Sheridan Superior Court A reement ADDITIONAL MESSAGE: Attached is the si ned agreement. An on inai is bein sent to Sierra Construction, Bremerton job shack. Their Site Superintendent will deliver the on inal tc Please call me ifi you have any questions, GLS.___. - — CC: Jim, Svenson, Fax: 360/ 478-5278 Bill Fortunato, Fax: 206/ 522-8344 _ IF YOU DO NOT RECl=iVF- THE NUMBER OF PAGES LISTED ABOVE, PLEASE CALL TIDE SENDER OF THIS FAX AT THE ABOVE TELEPHONE NUMBER, LTr ?0 N2 c2--4-' FRM_ HF._rI:T UR ._16 305 marl FO VE NI h ax .- 2065278344 Jun 18 2002 i6:55 UnSIM2 11:57 3G34785279 C*M4TTY DEUELCPMEN ACMIENZNr To 131S MQUWD 1a' 2002) P. 02/02 P. 03 PAU 02 -rDiu Alb // b33 Inc. Gorr p, f--5 -: -0-AL FR -E 02 *. . Jun -24-02 12:36P {®� a/��Lagar Office ���ojjj,,,���f p/ CAROL A. MORRIS, P.C.. 321 Bromley Place Bainbridgc Island, WA 98110 carol—a_motTis(Ll tnsn.corn ('2.06) 780-3502 fax (206) 780-3507 FACSIMILE TRANSMITTAL SHEE'l- Attention Fax Nutaber Total rages Donald Barker 425-951-174 7 3 Incl. MCCulluugh 4.4$-3444 Roger I.ubovich 300-478-5161 hill `+Vcnsson _ I 360-479- y? 7$ - _ Origin:al: IXLFonvarde l []Not F,?n�°a��rcl .�_ Sender Fax !cumber Phone Number CAROL !'i h ORRIS_ _ (206) 780-3507 (206) 780-3502 Accounting No.: _ File No.: CONFIIDENTIALIT�' NOTE The . vcurttenl(,)acerin,.panyingihre faesimiloir'ansm.usloncuntai��5 inf-utmztiru: tmthe Law l►i iccofC'ar•ul A. wrris, which is cvnfidcnual or privileged. 'Me infurmatiov) ,..' intended to be kn thc• use ol'the ;ud vrdua! cntiry narrncd on this truni -lima! ahcet i! you are nu! the intended rer p;cnt, he mare !lull any Jiacl.aur+, cop?rnb, di�in'x tinct ur t se oftF!r cantcr.ts vfd i, l;anyn,ittcd infi�rrnation is prehilsite<l. r, r;;t have received thi< f � tawsimilt in icor, plc,aa nirlrty us hq t6cph(VIC immAii.+tc 1� :n that we am car the rrinet-al ut'the ori rn;rl d-pcurnt: is , t nu coat G', vvu. p.01 Jun -24-•02 12:36P P.02 1 L.111' CAROL A. MORRIS !tine 24, 12002 Nlr. Donald V. Barker ' Senior Kcal Estate Manager Albertson's 0119 North Creek Parkway Suite 200 Buthrll, WA 98011 Re: MINS — Mitigation .Agreement Dery Mr. Barker, ('(tank v,)u :or iaai11g die Agre.enient Regarding Con tri butiau to Capital 1'rujo ctti to noes F!ere are my wil-L e,ils' 1. 1 suggest that th; Agreement be amended to clitninste everyd',ing prior to subsection C' on the lint page. Here is my suggcsted title u►tcl introductiall: ALBERT SON'S AGREEMENT TO PERFORM MDN`; MITIGATION MEASURES The Bremerton State F.n%•ironmeut:tl Policy Art (-SF.PA-) Rayporisible 011icial issued a Mitigated Detennination cif Signtlicanec on Novwnbcr 23.2001 for the coi nerciul sire plan of Albertson's Grocery Store. 10c,11cd at the northeast coiner of Whealon Way I'SK .30,3) and Sheridan Road in Bremerton. Albertson's Inc., a Delaware corporatio a (-Propotiew"), acknowledges that the foiiowing conditions irrtposcd in the MINS, arca condition of the issued site plan gprok: al, and agrees to perform th; liAlowing mitigation measures, on the date indicated: tINSlFRI' paragraph 1-1 thr<Wgfi 1 -IA ti'ont lint tend secolid pages of your 4E.rcement. F..lintinate the phrase: "HE I INNS provide; as follows:] 2 this Albertson's complied «ith condition 1-3 on page 4 of the !billNS-,' if not, it should be included in the Agreement. 3. 1ius Alhertson's complied with condition 1-4 on page 4 (if the NTT)N-,'. if not, it should be irt(:luded in the Agreerrlent. NAV KII-I,I 11�1F!: .n ;i'l A •. tIt aft,):) Jun -24-02 12:36P P.03 Mr.'Dcmald iiarkcr ,furie 24, 2002 rule 2 4. Has Albertson's cur,tpltcd wit!' condit+nn 1-6 un nage 4 ul t! - MONS? If not. it s ivuld be included in the A reemettt. 5 RUR AlbLtlsons complird wi(h condition 1•8 on page 4 untie NIDN5`' if not. 1t sh+?u'd be inOudcd in the Agreement. b. +jn the last Pa9v )Fthe Agretmetlt, 1 sugletit that y;>u elin�inr+tr. sections I through 4 and the slgnature block fir t; -+e C'ity. ln5ert the Alb-,rtson'�. warratlts that the persim executlmy liiis Agrke vent he full power and authority to cxeLute at►d deliver this ,1�reente tt on behalf of AlhrriSun':;. l'txmn exec -Aron and delivery to the City ui'Bretttert-an, t11i5 Agieetne.nl. togell-ler with all Conditions of the conuncretal site plar. and iltc MDN5, will cotn,titutc a hind;ng, obligation, and enfotccahle against ,Albertson's under- the City's code enfori:.n►ent procedures. OATFT) this — day of June, 2002. Albertson's Inc., :s Dclawarr corporatinn F3 v Lincoln V Sharp, Jr.-- -- — Its Vice President, Real Estate l.aE,. li' you Nave any ^u�stit)tis aht,ut 111'5, l;lease let rtl: know. 1'hanlc you. Very truly your." Carol A. Morris Cc: Jim Svensscm.. City 01'14rem..m ►n Planning, Departn+cltt ItOger I.uhovicn, City Atturney. Hretnerwn .lack McCullough, attorney for Alhertsun's F '4J .0- a - CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT STAFF REPORT SITE PLAN REVIEW Albertsons Inc File # PLO1-0054 SUMMARY 1. Applicant: Albertsons Inc. c/o Pacific Land Design 9709 Third Ave. N.E., Suite 203 Seattle, WA 98115 2. Location: Northeast comer of the intersection of Wheaton Way (SR 303) and Sheridan Road 3. Attachments: Site Plan 4. Comprehensive Plan Designation: CG (General & Highway Commercial) 5. Zoning Classification: GB (General Business) BACKGROUND PROJECT DESCRIPTION: The subject application was submitted on November 6, 2001. A previous application had included 11,300 square feet of additional retail space, which has been deleted from the subject application in order to comply with applicable parking requirements. The applicant proposes to construct a new 51,150 square foot grocery store, a 1989 Page] of 7 square foot convenience store/ "A -Express" fuel center, and a 1165 square foot car wash on a site comprising approximately 6 acres. Approximately 5 acres of the site is a portion of the Bremerton Middle School property that is not currently in use. The balance of the site consists of property on which several businesses are located in the vicinity of the northeast corner of the intersection. Public and private roadway improvements, associated parking, landscaping, and utility infrastructure improvements are proposed. SURROUNDING ZONING AND LAND USE: Bremerton Middle School is located to the north of the site, and "Legion Field", a baseball field is located to the east. A small park is located to the south, and a small shopping center and motel are located to the west, across Wheaton Way. Zoning to the north, south, and west is GB (General Business). Zoning to the east is PS (Parks & Schools). Within the general boundaries of the proposal there are three parcels containing existing commercial uses that are not a part of the subject application. They contain a restaurant, eye clinic, and American Legion Hall. A one-third acre portion of the property currently owned by the American Legion is proposed to be transferred to the applicants' ownership for inclusion in the proposal by way of a Boundary Line Adjustment. The City granted advisory approval of the BLA at a pre -submittal meeting for a previous application that was conducted on July 11, 2001. SITE CHARACTERISTICS: The majority of the site is comprised of a former school bus parking area that was associated with the adjacent Bremerton Middle School. This area is blacktopped and generally level. Much of the balance of the site is comprised of two parcels containing businesses. One of these, which is situated at the corner of the intersection of Wheaton Way and Sheridan Road, is the location of a former fire station that is currently used as an insurance office and check cashing business. A parcel adjoining to the east is the site of a commercial building that contains pet grooming, tuxedo rental, and TV repair businesses. These two buildings will be demolished and the underlying property incorporated into the subject proposal. There are three parcels that are essentially "surrounded" by the proposal that are not included. They contain a Mexican restaurant, vision clinic (both of which front on Wheaton Way) and American Legion Hall that fronts Sheridan Road. As indicated above, a 1/3 acre portion of the American Legion property is to be transferred to the project proponents by way of a boundary line adjustment. This area contains a 2400 square foot building, which will be removed or demolished. Access to the American Legion Hall, which does not have direct access onto Sheridan Road, will be provided by easement through the Albertsons project from a private road that is to be improved by Albertsons that will be located 90 feet to the east. This road is labled "Future Spruce Street Extension" on the site plan. The Mexican restaurant has an existing access onto Wheaton Way that will remain after development, and the vision clinic access will be incorporated into a new controlled access for the convenience store that will be installed by the project proponents. The development is Page 2 of 7 designed in a manner that will not disrupt legally established access and parking patterns for the existing businesses. ACCESS AND TRAFFIC: Access and traffic are major considerations with regard to this proposal. Through the SEPA review process, a detailed series of traffic mitigation conditions has been developed to mitigate the impacts of project -generated traffic on the road infrastructure. A Traffic Impact Analysis, dated October 30, 2001, was prepared by Gibson Traffic Consultants, and is part of the record regarding this matter. Traffic mitigation measures generated in the SEPA MDNS process include, but are not limited to: a. Construction of a new "Spruce Street Extension" between Sheridan Road and the northern project boundary to be used as access for the project and Bremerton Middle School. b. Construction by the project developers of a new school bus access for the middle school at a location approximately 650 feet north of the northerly project boundary. c. Improvements to Wheaton Way to accommodate project driveways, including right turn channelization and left turn driveway restrictions. d. Improvements to Sheridan Road east of Wheaton Way to facilitate new left and right turn lanes from Sheridan Road onto the new Spruce Street extension and to extend turn lanes at the Wheaton/Sheridan intersection to facilitate a split phase double left/through lane to accommodate westbound to southbound left turning movements. Modifications. to an existing traffic signal located at the Wheaton Way/Sheridan Road intersection to accommodate a turn lane described in item d. - f. Contribution of pro rata share of costs for a future traffic signal at Sheridan/Spruce intersection and signal/lane modifications at Wheaton Way/Sheridan Road intersection. The Bremerton Police Department expressed concern about the potential traffic impacts of the previously -submitted application. In a Memorandum dated February 11, 2002 Cpt. Ron Mox of the Police Department has stated that the traffic mitigation conditions that have been developed have mitigated the traffic concerns originally expressed by the Department. Page 3 of 7 SEPA STATUS: A Mitigated Determination of Nonsignificance (MDNS) was issued for the subject application on November 23, 2001. No timely appeal was filed as of the December 28, 2001 appeal deadline, although comments were filed and responded to. Those comments and responses are included in the record. A detailed series of mitigation measures addressing traffic and storm water mitigation are incorporated into the MDNS and pertinent responses to comments. ANALYSIS: CRITERIA FOR APPROVAL -- Section 21.02.930, BMC addresses the Site Plan Review. Section 21.02.930(c) (4) states "The Site Plan shall be reviewed for consistency with applicable standards." Section 21.02.930(e) reads "Criteria for Approval: A Site Plan that complies with all applicable land use and development requirements and guidelines shall be approved." Application Requirements are listed as vicinity map, site plan, parking plan, landscape plan, and "narrative." A vicinity map has been included in the application. SITE PLAN -- The applicable site plan was prepared by Pacific Land Design, Seattle, WA and is dated January 17, 2002. It depicts a 51,150 square foot Albertsons grocery store, a 1989 square foot convenience store/"A-Express" fuel center, and an 1165 square foot car wash abutting the convenience store/fuel center on the east. A total of 272 parking spaces are depicted. Parking will be addressed in greater detail below. Setbacks on the periphery of the site appear to meet or exceed requirements specified in the Zoning Ordinance. PARKING PLAN -- Section 21.02.670 of the Zoning Ordinance requires a minimum of one parking space per 200 square feet of gross floor area for retail buildings. The grocery store, convenience store, and car wash have a total gross floor area of 54,304 square feet. The number of parking spaces required for this project is therefore 272, the number proposed. Of those, 7 are designated as handicapped accessible. Bicycle parking is indicated for the grocery store, but not the convenience store. LANDSCAPE PLAN -- The Landscape Plan for the project has an "issue date" of January 17, 2002. It depicts deciduous street trees along the major road frontages ("Franksred" and "Amur" Maple), landscaped islands within the parking lot with trees (Sweetgum), and other shrubs, groundcovers, and screening (hedge) plantings. The indicated plant sizes and spacing appear to meet or exceed the requirements specified in Section 21.02.710 of the Zoning Ordinance. Biofiltration swales for treatment of storm runoff are proposed in certain areas. UTILITIES -- City of Bremerton water and sewer facilities are available and will serve the project. Storm water will be collected, treated to enhance water quality, and Page 4 of 7 discharged to an underground detention vault to be released at pre -development rates into an existing City drainage system located in Wheaton Way. , SIGNAGE -- Sign locations have been depicted on the subject site plan. Additional signage details had not been provided at the time of preparation of this report, although the applicants have stipulated that signage will be in compliance with BMC requirements and that detailed signage plans will be submitted prior to Building Permit approval. COMMENTS -- The application has been referred to the Departments of Fire, Engineering, Public Works, and Police for comment. The Fire Department has responded with comments introduced at a Pre -Application Meeting dated January 24, 2001. There are two Engineering Department memoranda in the file which are dated December 19, 2001 and January 8, 2002 that specify certain project requirements and recommended conditions of approval that are incorporated below. In letters dated November 28, 2001 and December 10, 2001 Peter Dykstra, Mentor Law Group, commented on the application and MDNS. Said comments addressed traffic, access, use of a portion of the American Legion property, internal circulation, compatibility of the proposal with the middle school situated to the north, stormwater mitigation, internal parking and circulation, and the contention that and Environmental Impact Statement should be required for the project. These comments were responded to by the City Engineer, Director of the Department of Community Development, Bremerton School District, American Legion Post 4 68, and the applicant. Those responses are included in the record regarding this matter. DECISION CONCLUSIONS The proposed uses (i.e. grocery store, convenience store/fuel sales, and car wash) are allowed within the General Business Zone, subject to Site Plan Approval. 2. The proposal is consistent with the Comprehensive Plan. Proposed on and off-site road improvements are adequate to serve the proposed use. 4. No significant adverse environmental consequences will result from construction of this development if it is approved subject to the conditions specified below. Page 5 of 7 The application meets or exceeds the minimum criteria for granting approval of Site Plan Review as articulated in Section 21.02.930 of the Zoning Ordinance. DECISION Based upon the Findings and Conclusions articulated above, the undersigned hereby approves the subject Site Plan Review, subject to the following conditions being incorporated into the Building Permit plans and being implemented prior to occupancy: 1. Appropriate permits are required prior to any demolition, construction, and/or grading activity that takes place on the site. 2. All mitigation measures articulated in the Mitigated Determination of Nonsignificance issued on November 23, 2001 shall be conditions of approval of the subject Site Plan Review. The proponent shall enter into an agreement to financially contribute on a fair - share basis to the cost of items described in 1-1 and 1-1 A of the MDNS prior to issuance of development permits. 4. All requirements of the Engineering Division, Department of Public Works shall be adhered to, including, but not limited to those conditions articulated in Memoranda dated December 19, 2001 and January 8, 2002. Said conditions address traffic control measures, street improvements, storm drainage system, silt and erosion control, sanitary sewer system, public water, and other issues. As a revision to the Memorandum dated January 8, 2002 identified in Item 4 of this Staff Report Decision and the Site Plan, the right turn pocket off Wheaton Way at the south driveway access shall be deleted in accordance with WSDOT comments. A standard commercial driveway approach will be required and the "porkchop" median must be modified to accommodate this change. Concrete barrier curbing shall be provided along Wheaton Way and Sheridan Road as identified in the January 8, 2002 Memorandum 6. All requirements of the Utilities Division, Department of Public Works shall be adhered to, including, but not limited to provision of grease interceptors to protect the sanitary sewer system and backflow prevention assemblies for all landscaping irrigation, fire flow, and domestic water lines to protect public water supplies. Proposed water and sewer plan is required for review and approval prior to issuance of a Building Permit. Wastewater associated with the proposed car wash shall be recycled All required utility permits and approvals shall be obtained prior to construction. Page 6 of 7 7. All applicable requirements of the Fire Department shall be adhered to, including, but not limited to those conditions specified in the Fire Prevention Inspection Report dated January 24, 2001. Said report addresses fire access, fire flow, hydrants, provision of sprinkler and alarm systems, address numbers, fire extinquishers, Knoxbox, and street signage. All applicable provisions of the Uniform Fire Code and BMC 18 shall be adhered to. 8 Right -of -Way Use Permits shall be obtained prior to conducting any work within the City right-of-way. 9. All proposals of the applicant shall be construed as conditions of approval, unless they are in conflict with applicable provisions of the BMC. 10. Landscaping plans and details shall be incorporated into the plans submitted for Building Permit and shall be installed by the proponent and inspected by City personnel or bonded at 150% of cost of materials and installation prior to occupancy Details of an irrigation system shall be incorporated into the plans submitted for Building Permit review. All applicable provisions of Section 21.02.6 10 and 21.02.7 10 shall be adhered to. 11. The applicant or successors in interest shall be responsible for the long-term maintenance of all landscaping. 12. Signage shall be in compliance with Section 21.02.330. The applicant is encouraged to utilize ground -mounted "monument" signage where practical and not detrimental to traffic safety. Sign permits shall be obtained as part of the Building Permit review process. 13 Parking spaces shall be in compliance with applicable requirements of Section .1 02. Bicycle parking shall be provided for the convenience store and motorcycle parking provided for the facility pursuant to Section 21.02.670. 1=L The applicants and their contractors shall coordinate construction in such a manner that the Mexican restaurant and vision clinic businesses and the American Legion shall be able to function as viable businesses during construction of the project. '-- Christopher " Hugo, Director Dat Department of Community Development NOTE: This Decision is final unless appealed within fourteen (14) days. Albscntt:eptfeb Page 7 of 7 CITY OF BREMERTON PLANNING AND BUILDING DEPARTMENT MITIGATED D-ETE:RM1'N:k.TI::ON!:OF NONSIGWIT FCAN. CE Environmental Application No. PLO 1-0054 Parcel No. 122401-2-038-2005 Date issued: November 23, 2001 ACTION: Commercial Site Plan review: Albertsons Grocery Store, convenience store/ ".A -Express" fuel center and car wash. PROPOSAL: Albertsons, Inc. proposes to redevelop a six (6) acre portion of the former Bremerton Middle School site. The project proposal includes construction of a new 51,150 square foot, full service Albertsons Grocery Store, a 1989 square foot convenience store/ "A -Express' fuel center and a 1165 square foot car wash that adjoins the convenience store. Public roadway improvements, associated parking, landscaping and utility infrastructure improvements are also proposed. LOCATION: The project site is located at the northeast corner of Wheaton Way (SR303) and Sheridan Road in the NW Quarter. of Section 12, Township 24 North, Range 1 East, W.M. PROPONENT: Albertsons, Inc. C/O Pacific Land Design, 9709 Third Ave N.E., Suite # 203, Seattle. WA 98115 The Responsible Official of the City of Bremerton hereby snakes the following Findings and Conclusions based upon a review of the environmental checklist and attachments, other information on file with the City of Bremerton, and the policies, plans, and regulations designated by the City of Bremerton as a basis for the exercise of substantive authonty under the Washington State Environmental Policy Act (SEPA) pursuant to RCW 43.21C.060. FINDINGS OF FACT: Proposal is for the construction of a new 51,150 square foot, full service Albertsons Grocery Store, 1989 square foot convenience store/"A-Express" fuel center and an adjacent 1,165 square foot car wash. Associated site development includes the export of approximately 3,700 cubic yards of excavated material. the re -grading of approximately 9.200 cubic yards of on-site material. and importation and grading of approximately 10,900 cubic yards of clean fill material Approximately 85% of the proposed development area will be covered with impervious surfaces including provisions for parking 272 vehicles. Public roadway improvements, associated parking, fencing, landscaping and utility infrastructure improvements and an on-site storm water/drainage system are also proposed. The project will be served by public water and sewer. The preliminary site plan for the subject proposal has an "issue date" of November 5, 2001 The proposal is located on a six (6) acre portion of the former Bremerton Middle School site, located at the northeast corner of Wheaton Way (SR -303) and Sheridan Road. Topographically, the site is relatively flat and is devoid of any significant vegetation. No wetlands or surface waters are located on the site. The project is located in a General Business (GB) zone classification and land use in the vicinity includes some mixed use strip commercial on both sides of SR -303 (Wheaton Way). Improved ball fields are located immediately east of the project and school facilities remain functional on the north side of the proposal site. A Traffic Impact Study dated October 30. 2001 was prepared by Gibson Traffic Consultants and received by the City of Bremerton on November 6, 2001. This report analyzes the impacts of traffic generated from the proposed commercial development on the street system serving the proposed project. The proposed development at full occupancy is expected to result in an increase of approximately 3,920 daily vehicle trips. including approximately 370 vehicle trips during the PM peak hour. The Engineering Division of the City of Bremerton has determined that the proposal may result in significant impacts to the City's transportation system and that improvements to the transportation system will be necessary to Page 1 of 5 14 accommodate the development. Potential significant impacts associated with increased traffic generated by this development will be adequately mitigated through compliance with the traffic mitigation measures listed in the MITIGATION section of this Mitigated Determination. 4. A preliminary Stormwater Management Plan was prepared by Pacific Land Design for a previously submitted, more intensive proposal and presented for review on March 5, 2001. The Engineering Division of the Citv of Bremerton has determined that this proposal may result in significant impacts to the City's storm drainage system and that improvements to the storm drainage system will be necessary to accommodate the development. Pursuant to BMC 15.010 020 and 15.040.042, Bremerton Stormwater System Development and Construction Standards a storm drainage plan and subsequent installation of an approved stonmvater management system on the project site is required. Potential significant impacts associated with increased storm water management responsibilities generated by this development will be adequately mitigated through compliance with the storm drainage mitigation measures listed in the MITIGATION section of this Mitigated Determination. 5. The grading and placement of fill material increase the likelihood of erosion and sedimentation. Pursuant to BMC. Chapter 21.12, Critical Lands Ordinance, a ternporarv_ erosion and sedimentation control plan utilizing Best Management Practices is required to be approved and implemented on the project site pnor to and during site development. Potential significant adverse impacts associated with erosion and sedimentation are adequately mitigated through compliance with this regulation. 6. Review of the project's plan for the excavation, placement and grading of approximately 19.800 cubic vards of material indicates that the proposal could result in significant impacts to air quality by increasing the likelihood of fugitive dust. A Fugitive Dust Control Plan is required to be approved and implemented on the project site prior to and during site development. Potential significant impacts associated with air quality degradation as a result of fugitive dust will be adequately mitigated through compliance with the approved plan. 7. No regulated wetlands, streams and/or drainage courses have been identified on, or adjacent to. the project site pursuant to BMC, Chapter 21.22.110-120 — Wetlands and Stream Corridors. Critical Lands Ordinance Through the course of the work, if regulated wetlands, streams and/or drainage courses are identified. potential significant adverse environmental impacts to the wetlands. streams and/or drainage courses will be adequately mitigated through compliance with this regulation. 8. No other state or federal candidate. threatened or endangered plant or animal species or habitat have been identified within the Plan's project sites. 9. The proposal will have no significant adverse environmental impacts on animals. water. noise. environmental health, public services and utilities, and land use. 10. Potential significant impacts to groundwater quality resulting from the installation and use of underground fuel storage tanks will be adequately mitigated through compliance with the Uniform Fire Code and State underground storage tank regulations (WAC 173-360 and WAC 173-491). 11. No significant cultural/historical resources have been identified within the proposed project improvement site. If, however. during construction, any artifacts are uncovered, the Bretherton Building and Planning Department at (360) 478-5275, the Suquatnish Tribe at (360) 394-524, and the State Histonc Preservation Office in Olympia at (360) 753-4405, must be notified. CONCLUSIONS OF RESPONSIBLE OFFICIAL: The Responsible Official concludes that a Mitigated Determination of Nonsignificance (MDNS) may be issued for this proposal This conclusion is based upon staff review of comments received relative to the previously submitted, more intensive proposal, a review- of the current proposal. the environmental checklist and attachments, other information on file with the City of Bremerton and the above -noted findings. The MDNS is supported by plans, policies, and regulations adopted by the City of Bremerton for the exercise of substantive authority under SEPA. Page 2 of 5 MITIGATION: The Responsible Official has determined that the subject proposal, as submitted on November 6, 2001. does not have a probable significant impact on the environment, and an Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c), only if the following conditinns are mer. This decision %gas made after review of a completed environmental checklist, other information on file with the City of Bremerton, and existing regulations. This information is available to the public on request. These mitigation measures are required as authorized under the Substantive Authority of SEPA in accordance with the guidelines contained in Chapter 21.12 of the Bremerton Municipal Code and sliall be implemented by the Proponent. 1. Traffic Mitigation: 1-1. The Proponent will be required to participate in providing two left -turn lanes from soutlibound SR303 to eastbound Sheridan Road and eliminating the two-way left turn lane (and associated left turn from SR303 soutlibound to the North Access Road eastbound) as mitigation for their traffic impacts at such time that the City constructs this improvement. The Proponent will be required to financially contribute on a fair share basis to the cost of associated improvements at the Sheridan Road/SR303 intersection at that time. See the following Item I -IA, Financing Requirements. for a description of the method to be used for ROW valuation and cost-sharing. The Proponent will be required to enter into an agreement with the City regarding their contribution to this capital project prior to issuance of development permits. Right of way intended for future dedication to the City (e.g., New Spruce Street Extension) will be constructed per the project plan having the "last revision" date of 8/21/01 and in accordance with the City's 2001 Standards. 1 -IA. Financing Requirements. The Proponent will utilize the following method for calculating the value of dedicated ROW and estimating the Applicant's fair share: Dedicated land needed for future projects (i.e Sliendan/SR303 intersection improvements and Sheridan/New Spruce Street Ext. intersection improvements) will be determined on a per square foot basis from a certified appraisal done at the time of the improvements. If land is dedicated, the land value will be credited against the Proponent's proportionate share of each improvement. The Proponent's proportionate share of such improvements will be determined by a traffic study conducted by the City in the year proceeding start of construction on of the project. At the option of and for the convenience of the Proponent. the City will accept financial payment from the Proponent earlier than commencement of construction for either anticipated capital project. if such pre -payment is desired by the Proponent, the Proponent must agree in wnting that it has reviewed the case law on Benchmark Land Company vs. City of Battle Ground (103 Wash. App. 721. 14P 3'a 172 December 2000) and acknowledges that such pre -payment is proportionate to the impact and within the nexus of the project. The amount of such pre -payment will be equivalent to the proportion of the Proponent's traffic impact (trips during the PM peak hour) as compared to the total traffic through the intersection tines the cost of those improvements directly related to the Proponent's traffic. The proportion of the Proponent's traffic impact is estimated to be approximately 4 1% for the Sheridan and SR303 intersection (June 26, 2001 Gibson Traffic Consultants letter to Albertsons) The estimated cost of construction for the future capital project soley for those components which are attributable to the Proponent's traffic (i e. road widening. channelization. center barrier. new signal, curb gutter, and sidewalk) is $676.000 based on a Seattle ENR -CCI of 7600. The payment amount will be adjusted in accordance with the current Seattle ENR -CCI and/or an updated Engineering cost estimate. with the method to be detennined by the City. The proportion of the Proponent's traffic impact is estimated to be approximately 30.5% for the Sheridan and New Spruce Street intersection (based on model output included in the May 26. 2001 GTC memorandum) The estimated cost of construction for project components attributable to the Proponent's traffic (i.e. new signal and pedestrian crossings) is $234,000 based on a Seattle ENR -CCI of 7600. The payment amount will be adjusted in accordance with the current Seattle ENR -CCI and/or an updated Engineering cost estimate. with the method to be determined by the City. Page 3 of 5 y 1-2. The Proponent will provide two left -turn lanes from westbound Sheridan Road to southbound SR303. The Proponent's inclusion of one left -turn only lane, one left -turn and though lane. and one right -turn only lane on westbound Sheridan is acceptable as shown in the project plans dated 8/21/01. 1-3. The Proponent will pay for the cost of signal changes associated with the second left- turn lane from westbound Sheridan to southbound SR303 at this time only. See Item 1-1 for City's additional requirements associated with this intersection. 14. The Proponent will dedicate additional ROW to the City on Sheridan Road, to accommodate new turn lanes sufficient to maintain a bike path and sidewalk in addition to needed lane width. The total road width shall provide for 12 -foot outside lane width, 11 -foot wide inside lane width, 5 -foot wide bike path (on both sides), 6 -foot wide planter stnp (both sides), and 5.5 -foot wide sidewalk (both sides) from the intersection with SR303 to the eastern boundary of the New Spruce Street Extension. The Proponent's inclusion of sidewalk, curb, gutter, bike lane, on the north side of Sheridan and curb and gutter only on the south side of Shendan as shown in the project plans dated 8/21/01 is acceptable with the addition of paving as needed along the Sheridan frontage and installation of c -curb along the centerline by the west driveway to support the lane configurations and access directions shown therein. 1-5. The Proponent will provide 80 -foot long right turn pockets plus taper into the gas station driveway and into the drivewav at the new North Access Road. The pocket at the gas station will be located just north of a bulb -out that preserves the existing signal support. The Proponent will provide a driveway approach width and turning radius such that an 18 -foot ingress lane is provided at the driveway into the new North Access Road. 1-6. The Proponent will dedicate sufficient ROW contiguous to its property- along SR303 and Sheridan Road to include the sidewalk and road sections as shown in the project plan dated 8/21/01. 1-7. The Proponent will provide street lighting adjacent to property along SR303 and Sheridan Road consistent with the Citv's Standards. 1-8. The Proponent will contribute to intersection improvements at Sheridan and New Spruce Street Extension only in proportion to the Applicant's traffic impact. See "Item 1 -IA. Financing Requirements" for a description of the method to be used for ROW valuation and cost-shanng. The Proponent will be required to enter into an agreement with the City regarding their contribution to this capital project prior to issuance of development permits. 2. Storm Water Mitigation: 2-1. The Proponent will provide a vault for detention on-site: 2-2. The Proponent will either 1) limit out -flow to 1.5 cfs, 2) construct new dedicated storm sewer, or 3) conduct drainage basin modeling to insure storm water conveyance capacity usage will not detriinentally effect others in the basin. The Proponent will conduct a Level 2 basin modeling analysis during the design phase of this project. The City expects this quantitative evaluation to include the following level of detail: survey hydraulic control elevations from the upstream portion of Stevens Canyon through the site and upstream ends of the basin, define conveyance capacity (allowing no less than 1 -foot of freeboard to daylight at all open points along pipe route), estimate out -flow quantities and extent of conveyance capacity used. and estimate existing and future potential additional flow in the remainder of the drainage basin. 2-3. The Proponent will provide treatment of storm water run-off via a bio-sivale or other equally performing best management practice (BMP) that is specifically recommended by the City's currently adopted Storm Water Manual for commercial parking lot applications. The Proponent will provide treatment via three separate bio-swales (gas station area, parking lot adjacent to SR303. setback adjacent to VFW property,) the 6 -month storm flow and to detain in below -grade vault additional flows in accordance with the City's Standards. In consideration of Item 1-1 and the associated need for ROW, the Citv %%ill accept a below -grade storm water treatment system that has been demonstrated to perform equal to or better than bio- swales, subject to an approved monitoring and maintenance program to be carried out by the Applicant. Page 4 of 5 This Mitigated Determination of Nonsignificance (MDNS) is issued under WAC 197-11-340(2). The lead agency will not act on this proposal until after the indicated Appeal Deadline has lapsed. Comments must be submitted by closing of the comment deadline. The Responsible Official will reconsider the MDNS based upon timely, substantive comments and may retain, modify, or. if significant adverse impacts are likely, withdraw the MDNS. No permits may be issued, and the applicant shall not begin Work. until the comment deadline has expired and any other necessary permits are issued. Responsible Official: Christopher R. Hugo, Director Lead Agency: City of Bremerton Building and Planning Department City of Bremerton, Permit Center 286 4th Street Bremerton, Washington 98337 (360) 478-5275 Date of Issue: November 23, 2001 Date of Publication: November 23, 2001 Comment Deadline: December 10, 2001 Appeal Deadline: December 28, 2001 &C'C-s Christopher R. Flugo. Responsible ecial NOTE: Pursuant to RCW 43.21C.075 and City of Bremerton Environmental Regulations. Bremerton Municipal Code (BMC) Chapter 21.12. Decisions of the Responsible Official may be appealed. Appeals are filed with appropriate fees at the Building and Planning Department, located at the Bremerton Permit Center. Appeals must be filed within 14 days of the Date of Issue. NOTE: The issuance of this Mitigated Determination of Nonsignificance does, not constitute project approval. Tiie applicant must comply with all other applicable requirements of City of Bremerton Departments prior to receiving construction permits. mdnsalb Page5of5 Valarie Wolf - Albertsons.doc Page 1 ENGINEERING COMMENTS Project: Albertons Applicant: Pacific Land Design Reviewed By: Paul Wandling 3/28/02 General 1 . A Right -of -Way Permit is required for all work in the right -of --way. Temporary traffic control plan is required for this plan submittal. Property to be dedicated as public Right -of -Way shall be dedicated prior to final approval and occupancy of the building. 2. Provide Agreements and easements for all offsite work. 3. Provide Stormwater Maintenance Agreement for quality control system. 4. Public Utilities Construction Agreement will be required for all public utilities to be dedicated. 5. Show 15 foot easement boundary for all onsite public utilities. SHEET D 1.1 1. Note on plan that Construction Access on SR 303 is not permitted SHEET D 2.0 1. Filter fabric is not adequate for inlet protection. Install "boot" specifically designed for this purpose. SHEET C 1.0 1. Southeast corner of site has two driveways accessing the Albertson's parking lot from Spruce Street. Only one commercial driveway will be allowed unless you demonstrate a justifiable reason for providing multiple access points in such close proximity to each other. 2. Provide more information on signs. Provide separate sketch verifying site distance around signs and fully developed landscaping. SHEET C 2.1 The design of the wet vault does not meet the requirements of the Department of Ecology(DOE). The 1992 DOE Stormwater Management Manual for the Puget Sound Basin requires the vault be divided into 2 cells with the first cell occupying about 25% of the area. Access Hatches will also be required for maintenance. Access Hatches shall be place according to the 1992 DOE Manual and should be Bilco or similar style hatch. Maintenance Agreement shall be submitted for review Valatie Wolf - Albertsons.doc Page 2 i and recording. See attached excerpts from the 1992 DOE Stormwater Management Manual for Puget Sound. SHEET C-3.1 1. Delete connection to existing 10" main in Sheridan; connect to existing 6" main north of Sheridan approximately 180 feet. Extend now Spruce Street water main along the Spruce Street alignment and connect to the main on East 30' Street. Delete approximately 220 feet of proposed water main on the East-West alignment and extend the existing East 30' Street main to serve the north leg of looped system interior of the site. 2. Show 15 foot easement along the main extension and to a point 5 feet beyond the end of each hydrant. 3. All utility crossings shall meet minimum horizontal and vertical separation as required by City of Bremerton Standards and Department of Health regulations. 4. Correct plan inconsistencies with hydrant valves. 5. Convenience Store water mater shall not be installed adjacent to the store. Meter should be placed north of store in the planter island. 6. Note that all connections to the City water system will be coordinated with City crews. All We taps shall be performed by the City. SHEET C-3.2 1. Replace existing manhole near northeast corner of the restaurant property. 2. Provide sizing calculations for the grease interceptor. Provide oil water separator between the gas pump island and the emergency shut- off valve located on the sewer lateral See attached excerpts from the 1992 DOE Stormwater Management Manual for Puget Sound. 3. Spill containment pad required for fueling station per DOE requirements. Identify in plans. See attached excerpts from the 1992 DOE Stormwater Management Manual for Puget Sound. 4. 15 foot easement shall be shown on the plan along the existing and proposed public sewer system. Only the sewer main carrying flows through the site will be considered our responsibility. All new public utilities to be constructed shall be done according to City requirements and shall be dedicated to the City when the main is accepted. 5. All sewer service lines coming off of the City's sewer system to serve the separate buildings and businesses shall be considered private services and shall be delineated from the Public system by installing a cleanout where the lateral intersects the edge of the required easement boundary. SHEET C-5.0 1. Modify detail 46. All commercial service lines from the building shall be 6 inch minimum size. Change the 4" grease line and sewer line to 6 inch. Valerie Wolf - Albertsons.doc Page 3 SHEET C-6.0 Delete or modify detail #6. Configuration does not meet Department of Ecology requirements for Fuel Stations. See attached excerpt from the 1992 DOE Stormwater Management Manual for Puget Sound. SHEET C-7,0 1. Fire hydrant detail does not meet our standards. See attached detail SHEET C-8.2 Crosswalks shall meet WSDOT standards on all driveway approaches to Spruce, Sheridan and SR 303. These markings shall be thermoplastic. Paint is not approved. SHEET CR -1.0 1. CB #3 and CB #7 require a "beehive" style grate. SHEET CR -1.1 1. Maintain parallel alignment with the existing sidewalk on the south side of Sheridan. Provide for 5 foot minimum bike lane on both sides of Sheridan. 2. New Spruce Street right-of-way shall include all sidewalk along frontage. A part of the sidewalk landing at the intersection is shown on private property. 3. Storm drainage minimum pipe size is 12 inch. SHEET CR -1.2 1. Maintain 2 foot distance between the traffic island and the edge of the driving lane on Wheaton Way. 2. Wheelchair Ramp Access required along sidewalk on both comers of the Albertson's northwest access. SHEET CR -1.3 1. Provide 5 foot bike lane on south side of street in the Sheridan typical road section. SHEET IL -1.0 1. Conduit runs under vehicle travelways are identified as PVC incorrectly. Correct callout on plan as ridged pipe under travel ways. Add to Notes: All conduit within a roadway, alley or vehicle travel -way shall be Valerie Wolf - Albertsons.doc Page 41 galvanized pipe. All conduit shall be installed according to the current City of Bremerton. Street Lighting Design. SHEET IL -1.1 1. Service Cabinet Detail is incorrect. Service Cabinet shall meet current City of Bremerton and Puget Sound Energy Requirements. 2. Service Cabinet Foundation Detail is incorrect and is required to match the current service cabinet detail. SHEET CH -1.0 1. Provide 5 foot bike lane on south side of strect in the Sheridan Road. 2. Painted bicycle pavement markings required within bike lanes. 3. Revise signage on signal mast ami. 4. Install raised pavement markers in the intersection of SR 303 and Sheridan to delineate the left turning movements from westbound Sheridan traffic to southbound SR 303 traffic. SHEET CH -1.1 1. Begin "C" Curb near Station 140+00 2. Install Rl-1 signage for egress traffic at the northwest Albertsons driveway access to SR 303 3. Install RI -1 and R3 -5R signage for egress traffic at the southwest Albertson gas station driveway access to SR 303 4. Install wheelchair accessible sidewalk ramps at the northwest Albertson driveway approach. SHEET TS -1.0 See attached markups Existing Traffic Signal Cabinct will not accommodate the second left turn. The MDNS for Albertson's states that "The proponent will pay for the cost of signal changes associated with the second left -tum lane from westbound Sheridan to southbound SR303. Identify in the plan a note to replace the existing signal cabinet. Owner: ALBERTSON'S INC 208--3956275 250 PARK CENTER BLVD STE BOISE IDAHO 83726 Contractor: SIERRA CONSTRUCTION CO INC 425-487-5200c #: SIERRCC145NB Exp: 03-31-2004 19900 144TH AVE NE WOODINVILLE WA 98072 Subcontr: Desc: CONSTRUCTIO14 OF A NEW GROCERY STORE Valuation W Permit Fees: 14,635.00 Total Calculated Fee: 23,.504.69 312001000.00 Plan Check Fees. 8,865.19 Additional Fees: .00 Other Fees: 4.50 Total Permit Fee: 23,504.69 11EC.HANICAL/PLU MING FIXTLPES•••- MECH-Gas Furnace to 100k btu.: 2 MECH--Unit Heater ................ : 2 MECH-Gaar'ipin._a (outlets)..... 8 MECH-AC Unit 0- 3 hp.......... 4 MECH-Air Handling unit........ 1 NECH-E:hRLIst Fans...........,.. 8 MECH-Range Hood (res)........ 1 PLBG-Water Closet............ 6 FLWa-Laystory................. 19 PLBOT-Kitchian Sink............. 12 PL BG -Water Heater ............ . 1 FILBO-ul,inal........ .......... e 1 PLBG-Drinking Fountain....... 1 PLEG-Floor Sink/drain..„...... 43 PLIC -Slop Sink ................ 2 PLBG-Water Pipe/Alteration.... 1 PLBG-Grease Trap/Interceptor.: 1 PLBG-Hose Bibbs............... 8 PLEG-Building Sewer............ 1 PLM -Roof Drains.............. 4 BACKFLOW DEVICE LGR 'THAN 2-..e 2 ?{:iK:K�:k�C:KM�C�:K�c���cM:Y��C��C:Kx:XC�C�;xcX:�:Ic:1C:K:X:If�c:K:K�:KMi�;*7K�::KXtXSiX�XSXTYcW.:I::X�K:',tMCXC�c�c*7K"��t:K�FXCkc�C�c*��C�c:K:K:K��C°F%::K�i�c:K�C:Kxt�%C:K This permit shall. became mill and void if the building or work authorized by this permit is not comannced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required inspections are made. The permit holder- must notify the Building official when ready for imspec*ions. Failure of the permit holder to notify the Building official of required inspections may, result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to he true and correct. All. provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision of any other state or%loca law regulating construction or the performance of construction. Signaturetl/ _ Date:,_ V I certify that .'rr✓exempt from the requiremerrts of tive state contractor's registration law, under Section 3., Ch er 126, lavas of 1967. Signature: Date: >XiK�3K:K5X:K�:*�*:K��;K*%CYF:K:K?K�*7Kil:il:7K Permit Center ----Approved By:_._�___. Date: 0 �� i eFZEMEFZ-FON F:"EFRMXT CaM raF::Z 286 4th Street, Bremerton, WA 98337 Phone: ( 360 ) 478-5275 FAX: ( 360 ) 4.78-5278 BUILDING PERMIT Job Addr: 2900 WHEATON WAY Permit No: 02-0123 Location. WHEATON WAY & SHERIDAN RD Status: ISSUED Parcel No: Applied: 03/13/2002 Issued: 06/25/2002 App.l.icant: ALBERTSON'S INC: 208-395-6275 Expires: 12/22/2002 250 PARK CENTER BLVD STE BOISE IDAHO 83726 Owner: ALBERTSON'S INC 208--3956275 250 PARK CENTER BLVD STE BOISE IDAHO 83726 Contractor: SIERRA CONSTRUCTION CO INC 425-487-5200c #: SIERRCC145NB Exp: 03-31-2004 19900 144TH AVE NE WOODINVILLE WA 98072 Subcontr: Desc: CONSTRUCTIO14 OF A NEW GROCERY STORE Valuation W Permit Fees: 14,635.00 Total Calculated Fee: 23,.504.69 312001000.00 Plan Check Fees. 8,865.19 Additional Fees: .00 Other Fees: 4.50 Total Permit Fee: 23,504.69 11EC.HANICAL/PLU MING FIXTLPES•••- MECH-Gas Furnace to 100k btu.: 2 MECH--Unit Heater ................ : 2 MECH-Gaar'ipin._a (outlets)..... 8 MECH-AC Unit 0- 3 hp.......... 4 MECH-Air Handling unit........ 1 NECH-E:hRLIst Fans...........,.. 8 MECH-Range Hood (res)........ 1 PLBG-Water Closet............ 6 FLWa-Laystory................. 19 PLBOT-Kitchian Sink............. 12 PL BG -Water Heater ............ . 1 FILBO-ul,inal........ .......... e 1 PLBG-Drinking Fountain....... 1 PLEG-Floor Sink/drain..„...... 43 PLIC -Slop Sink ................ 2 PLBG-Water Pipe/Alteration.... 1 PLBG-Grease Trap/Interceptor.: 1 PLBG-Hose Bibbs............... 8 PLEG-Building Sewer............ 1 PLM -Roof Drains.............. 4 BACKFLOW DEVICE LGR 'THAN 2-..e 2 ?{:iK:K�:k�C:KM�C�:K�c���cM:Y��C��C:Kx:XC�C�;xcX:�:Ic:1C:K:X:If�c:K:K�:KMi�;*7K�::KXtXSiX�XSXTYcW.:I::X�K:',tMCXC�c�c*7K"��t:K�FXCkc�C�c*��C�c:K:K:K��C°F%::K�i�c:K�C:Kxt�%C:K This permit shall. became mill and void if the building or work authorized by this permit is not comannced within 180 days from the date of such permit, or if this building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see to it that required inspections are made. The permit holder- must notify the Building official when ready for imspec*ions. Failure of the permit holder to notify the Building official of required inspections may, result in the stoppage of the work until such time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to he true and correct. All. provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provision of any other state or%loca law regulating construction or the performance of construction. Signaturetl/ _ Date:,_ V I certify that .'rr✓exempt from the requiremerrts of tive state contractor's registration law, under Section 3., Ch er 126, lavas of 1967. Signature: Date: >XiK�3K:K5X:K�:*�*:K��;K*%CYF:K:K?K�*7Kil:il:7K Permit Center ----Approved By:_._�___. Date: 0 �� E3F2E:ME:FaT011%4 F=11ERM=-`'IC E1%1-rE: FZ 286 4th Street, Bremerton, WA 98337 Phone: ( 360) 478-5275 FAX: ( 360) 478-52.78 " Building Permit No: Job Address: 2900 WHEATON WAY Status: Location: WHEATON WAY & SHERIDAN RD Issued: Assr Acct No: Expirw R E Q U I R E. D I N S P E C T I O N S Item: 02900 CONCRETE STRENGTH Item: 01100 FOUNDATION -FOOTINGS Item: 01200•FOUNDATION-WALLS Item: 03050 STRUCTURAL BY ENG. OF RECORD Item: 03000 WELDING Item: 01400 MECHANICAL Item: 01525 FUEL PIPING --UNDERGROUND Item: 01526 FUEL PIPING ---ABOVE GROUND Item: 01500 PLUMBING GROUNDWORK. Item: 01600 PLUMBING ROUGH -IN Item: 01750 CEILING GRID Item: 01700 FRAMING Item: 01800 INSULATION Item: 01900 SHEETROCK NAILING Item: 02160 BACKFLOW ASSEMBLY--DDCV Item: 02300 SEWER LATERAL Item: 02500 LANDSCAPING Item: 02703 FINAL --CROSS CONNECTION Item: 02702 FINAL--PUBWORKS Item: 02701 FINAL --FIRE Item: 02175 HEALTH DISTRICT Item: 02700 FINAL ---BLDG 02-0123 ISSUED 06/25/200= 12/22/2002 Dept: SPECINSP Division: Dept: BLDG Division: Dept: BLDG Division: C -Dept: SPECINSP Division: Dept: TESTING Division: Duct: BLDG Division: Dept: FIRE Division: Dept: FIRE Division: Dept: BLDG Division: Dept: BLDG Division: Dept: BLDG Division: Dept: BLDG Division: Dept: BLDG Division: Dept: BLDG Dva�s�on: Dept: ,D-ivision: Dept.: Pl WO. KS Division: Dep.: PLANNING Division: D:4p /CROSSCC Division: Dept: PUBWORKS Division: Dept: FIRE Division: Dept: HEALTH Division: Dept: BLDG Division: TESTING: Must...he-` V'ecognized by the Washington Association of Building Officials SPECINSP: Mus.t.the registered with the State of WA S1' OF Wf�? '- Ste of WA Dept. of Labor and Industries 478-4921:' HEAL;(hi...' L,'Bremerton/Kitsap Health District 478-5235 ALL. INSPECTIONS PERFORMED BY T,,qi4 �i�Y Ofd' 6kER7�N MUST BE SCHEDULED THROUGH THE PERMIT Vy CENTER, 1 (L3610 ))W 478-527S..',-- Permit 78-527S- Permit H der' Signature Date �� �2 9 l j 1 BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No: 02-0123 Page: 1 Job Address: Assr Acct No: Location: 2900 WHEATON WAY WHEATON WAY & SHERIDAN RD Applicant: AL.BERTSON'S INC Owner: ALBERTSON'S INC Contractor: SIERRA CONSTRUCTION CO INC Description: CONSTRUCTION OF A NEW GROCERY STORE Applied: 03/13/2002 Approved: 06/25/2002 Issued: 06/25/2002 Conditions: 1. A)Meet or exceed UBC Chapter 10, "Egress" requirements B)Provide fire flow per UFC Appendix III --A. C)Install a full NEPA 13 fire sprinkler system. D)Submit plans for review. E -)All testing as required by NFPA 13 F)Install a fire alarm system that meets the NFPA 72. H)Submit plans for approval. , I)Testing as required per NFPA 72. J)Addressing per BMC:. 12" to 18" numbers installed on the street side of the building in a constrasting color. K)Provide for fire dept access per UFC'Section 902. 2. ALL REQUIREMENTS OF THE CITY OF BREMERTON ENGINEERING REVIEW COMMENTS DATED MARCH 28 2002 SHALL BE MET. 3. CROSS C 0 t•,I N ,-'E C T I O N C ON T ROL A)An approver reduced pressure backflow assemmbly is required on domestic water service with no connections al.lowed.-,upstream of the assembly. Installation of this •apse.mb'lY protects the public water supply and does not Provide protection to users within the building. C R 0 S S C 0 N N E C T I 0 N C O N T R O L. f.:,;',.. ~�c t iYi A )An approved reduced �p�.e� sure-�ac'kflow"assembly is required on domestic Wat.er,'service with no connections allowed upstream of the assembly. Installation of this assembly protects the public water supply and does not. provide protection to users within the building. Point of use backflow assemblies may be necessary to protect users within the building. C)An approved double detector check valve assembly is required on the fireline. By-pass meter must be an Invensys 3/4" X 5/8" X100 ( cubic 'feet) with 5058 MXU radio read. City staff will mount and program MXU to city specs. 1. ;7 A. Y BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No: 02-0123 Page. 2 D)A minimum a" airgap is required on all trap primers. NOTE: ALL APPROVED BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED ASSEMBLY LIST AND MUST BE TESTED AT THE TIME OF INSTALL- ATION, WHENEVER MOVED OR SERVICED, AND ANNUALLY. TESTS MUST BE PERFORMED BY A CERTIFIED WASHINGTON STATE BACKFLOW, ASSEMBLY TESTER,. TEST REPORTS MUST BE SENT TO BREMERTON PUBLICWORKS AND UTILITIES, ATTN., CROSS CONNECTION CONTROL, 100 OYSTER BAY AVENUE, BREMERTON. WA 98312. 4. PLAN REVIEW CONDITIONS/COMMENTS' ,,THE CITY OF BREMERTON WILL. REQUIRE REPORTS FROM ALL THE SPECIAL INSPECTORS MENTIONED IN THE STRUCTURAL NOTES #5 ON PAGE 2.OB (THOSE REPORTS MUST BE MAILED DIRECTLY TO THIS OFFICE FROM THE SPECIAL INSPECTORS WITH THE PERMIT NUMBER 02-0123 ON EACH REPORT) NOTE: THIS PERMIT I5 FOR THE GROCERY STORE ONLY. DOES NOT INCLUDE PERMITS FOR THE CONVENIENCE STORE, FUEL CENTER AND CAR WASH. 5. LAND USE CONDITIONS OF APPROVAL: A) A Certificate of Occupancy is required prior to use or occupancy of the subject building(s). B) Prior to issuance of a Certificate of Occupancy, all conditions of approval, including those articulated in the February,13, 2002 Site Plan Review decision shall be full), implemented. C) Hold Harmless clause to be added when received from the C,it.y'•Attor ney. . Permit Ho der's Gyle e signature � _. _ - - �. _._ Date ! 1 J• • RECEIPT RECEIPT Number! 02000518 Amount: 14339.50 06/25/02 11:34 Payment NeLhod: CK Notation: ALBERT50NS CK Init: VW ---------------------------------------------------------------- Permit No: 02-0123 Type: BLDG BLDU PERMIT W/MECH/P Site Address: 2900 WHEATON WAY Location: WHEATON WAY & SHERIDAN RD Total Fees: 23.504.64,) This Payment 14,639.50 .Total ALL Pmts: 23,504.69 Balance.-, .00 Account Code Description Amount 16-S22.1001 (2211) BUILDING PERMIT FEES 13,08.75 16-322.10051(2215) MECHANICAL PERMIT FEES 238.25 16-322.1003 (2213) PLUMBING PERI` ir FEES 758.00 i0236i STATE OF WA SURCHARGE 643-20,13 1 -------------- ------------------------------------------------- 4.50 Return Address: City Clerk City of Bremerton 239 Fourth Street Bremerton, WA 98337 AUDITOR/RECORDER'S INDEXING FORM Document Title(s): 1. Sewer Easement Reference Number(s) of Documents assigned or released: N/A Grantor(s): 1. ALBERTSON'S, INC. Fj Additional names on page of document. Grantee(s): 1. The City of Bremerton Additional names on page of document. Legal Description: A portion of the NW '/4, of the NW '/4 in Sec. 12, T. 24 N., R 1 E., W.M., Kitsap County, (abbreviated) WA. JAdditional legal is on page of document. Assessor's Property Tax Parcel/Account Number: 122401-2-033-2000 and 122401-2-038-2005 Project Name: ALBERTSONS STORE #443 SEWER EASEMENT (Corporate) THIS INSTRUMENT made this '27 7' 4day of F-/, V , 2003, by and between AI..BERTSON'S, INC. (hereinafter "Grantor") Snd the CITE' OF BREMERTON, a Washington municipal corporation of Kitsap County, State of Washington (hereinafter "Grantee"). WITNESSETH that Grantor for and in consideration of mutual benefits derived and/or other valuable consideration, receipt of which is hereby acknowledged by Grantor, do by these presents grant, bargain, sell, convey, and confirm forever unto Grantee, its successors and/or assigns, an easement for underground sewer utilities, with necessary appurtenances, over, through, across and upon the following described property situated in Kitsap County, Washington, more particularly described as follows: SEWER EASEMENT (Corporate) - Page 1 Boise -153653.1 0040079-00044 SEE THE FOLLOWING EXHIBITS ATTACHED HERETO: EXHIBIT "A" - THE PARCELS OWNED BY THE GRANTOR (PARCELS 1 AND 2) EXHIBIT `B" - THE SPECIFIC AREA(S) WHERE EASEMENTS ARE GRANTED EXHIBIT "C" - A GENERAL DEPICTION OF THE EASEMENT AR FA(S) The easement granted herein is subject to all terms and conditions of the at 4 �Aea4 t���vithout prior institution of suit or proceeding at law, at times as may be necessary, to enter upon the above -referenced property and immediately adjacent incidental areas with the necessary equipment for the -purposes of altering, installing, operating, maintaining, extending, constructing, repairing, and reconstructing the utility/utilities, or making connections to that system, without incurring any legal obligation or liability; provided, however, that the private improvements existing within this easement area and the immediately adjacent incidental areas shall not be disturbed or destroyed, or in the event they are disturbed or destroyed, they will be replaced in as good a condition as they were immediately before the properties were entered upon by the Grantee. Grantor shall retain the right to use the surface of this easement, including the immediately adjacent incidental areas, so long as that use is not inconsistent with and does not interfere with the rights and uses granted to Grantee in this document. Under no circumstances shall Grantor place any cement, concrete, structure or any other objects on the property described in this easement or the immediately adjacent incidental areas in a manner that would interfere with Grantee's use of the easement. This easement shall be a covenant running with the land, and shall bind Grantor's successors and assigns and all future owners of the real property affected by this easement. GRANTOR: Albertson's, Inc., a Delaware corporation By: C. ee Mum rd Its: Vice Presid nt, Real Estate LawsWtd DATE: 1 V_krLAAA ZQ r (Notary Acknowledgment Appears on Next Page) SEWER EASEMENT (Corporate) - Page 2 Boise -153653.1 0040079-00044 STATE OF IDAHO ) ss. COUNTY OF ADA ) v On this '�` day of2003, before me, the undersigned, a Notary Public in and for said state, personally appeared C. Lee Mumford, known or identified to me to be the Vice President, Real Estate Law of Albertson's, Inc., the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. APPROVED AS TO FORM: ROGER A. LUBOVICH City Attorney EB swrAlbertsonsEAS.doc SEWER EASEMENT (Corporate) - Page 3 Boise -153653.1 0040079-00044 Notary 4bllc fQr Idaho ! Residing at _ lip My commission expires: Ct - �.� & �-.UT � A. `- . aN1 ER �n n OF 9".''".4 0 r EASEMENT ADDENDUM Grantor: Albertson's, Inc. Grantee: The City of Bremerton Anything in this instrument to the contrary notwithstanding, Grantee by recording this instrument and/or exercising the rights herein granted agrees to the following conditions: (a) The easement(s) herein granted are subject to all easements and encumbrances of record as of the date this easement is recorded and are non-exclusive provided easements granted after the date this easement is recorded shall be subject to Grantee's rights and uses. (b) All lines, equipment and their related components and supports placed within the described easement area(s) by Grantee, or Grantee's agents or contractors, pursuant to this instrument ("Grantee's Property") shall remain the property of Grantee. (c) Grantor and its successors and assigns retain the right to full use of the surface of the described easement area(s) except where Grantee has placed Grantee's Property, provided, however, Grantor will not erect any building or major structure within the described easement area(s). (d) Grantee shall at all times safely operate and maintain Grantee's Property within the described easement area(s) and shall promptly repair and restore to its prior condition any paving, parking lot striping or other improvements, except planters, light standards, buildings and other major structures, existing within the described easement area(s) which are disturbed by the construction or maintenance of Grantee's Property by Grantee, or Grantee's agents or contractors. (e) Grantee shall not in the exercise of the within easement(s) unreasonably interfere or obstruct Grantor, or Grantor's agents or contractors, in the location or construction of any buildings located in the area adjoining the described easement area(s), or unreasonably interfere with any business of Grantor. Nothing in this Paragraph (e), however, shall allow Grantor or Grantor's agents or contractors to construct a building or other major structure within the described easement area as provided in Paragraph (c) SEWER EASEMENT (Corporate) - Page 4 Boise -153653.1 0040079-00041 herein, or to unreasonably interfere with Grantee's rights to construct, operate and maintain Grantee's Property hereunder. (0 After recording this instrument, Grantee shall provide Grantor with a copy of the recorded easement clearly showing the date, instrument number, book and page of recording. SEWER EASEMENT (Corporate) - Page 5 Boise -153653 1 0040079-00044 EXHIBIT A LEGAL DESCRIPTION PARCEL 1 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 12; THENCE SOUTH 01° 45' 36" WEST ALONG THE WEST LINE OF SAID SECTION 12, A DISTANCE OF 993.94 FEET; THENCE SOUTH 88° 39' 22" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01° 45' 36" EAST ALONG THE EAST MARGIN OF WHEATON WAY 313.18 FEET; THENCE LEAVING SAID EAST MARGIN RUN SOUTH 880 39'22" EAST, PARALLEL WITH THE SOUTH LINE OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER, 578.64 FEET; THENCE SOUTH 010 11' 14" WEST 616.17 FEET, MORE OR LESS TO THE NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 880 39'22" WEST ALONG THE NORTH MARGIN OF SHERIDAN ROAD 135.00 FEET; THENCE LEAVING SAID NORTH MARGIN OF SHERIDAN ROAD RUN NORTH 01'45, 36" EAST 202.78 FEET, THENCE NORTH 880 39'22" WEST 146.24, THENCE NORTH 010 45'36" EAST 100.00 FEET, MORE OR LESS TO A POINT WHICH BEARS SOUTH 88° 39'22" EAST, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 88° 39'22" WEST 301.53 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT ROADS AND HIGHWAYS. (SAID PARCEL ALSO KNOWN AS LOT B OF CITY OF BREMERTON SHORT PLAT NO. B-257 (SP98-0009) RECORDED SEPTEMBER 25, 1998 UNDER KITSAP COUNTY AUDITOR'S FILE NUMBER 3120723 AND AMENDED JULY 28, 2000 UNDER KITSAP COUNTY AUDITOR'S FILE NUMBER 200007280130). EXHIBIT LEGAL DESCRIPTION PARCEL 2 (TOWNE PROPERTY) THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE SOUTH 89° 03'36" EAST ALONG CENTER LINE OF SHERIDAN ROAD 331.53 FEET TO POINT OF BEGINNING; THENCE NORTH 11 31' 12" EAST 240 FEET; THENCE NORTH 89° 03' 36" WEST 129.43 FEET; THENCE SOUTH 11 31' 12" WEST 240 FEET TO CENTER LINE OF SHERIDAN ROAD; THENCE SOUTH 89° 03'36" EAST ALONG CENTER LINE 129.43 FEET TO THE POINT OF BEGINNING, SUBJECT TO RIGHT OF WAY 30 FEET IN WIDTH FOR ROAD ALONG SOUTHERLY BOUNDARY; ALSO COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE RUNNING SOUTH 1' 31' 12" WEST 994.23 FEET ALONG THE WEST LINE OF SAID SECTION 12; THENCE SOUTH 89°03' 36"EAST 202.10 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'03'36" EAST 129.43 FEET; THENCE SOUTH 10 31' 12" WEST 93 FEET; THENCE NORTH 89°03' 36" WEST 129.43 FEET; THENCE NORTH 1031' 12" EAST 93 FEET TO THE POINT OF BEGINNING; EXCEPT ROADS; SITUATE IN KITSAP COUNTY, WASHINGTON. 15' SANITARY SEWER UTILITY EASEMENT LEGAL DESCRIPTION (BASED ON CITY OF BREMERTON AS -BUILT INFORMATION AND AS -BUILT SURVEY BY HUITT ZOLLARS DATED 12-23-02) A STRIP OF LAND OVER AND ACROSS A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER, SECTION 12, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., RECORDS OF KITSAP COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY SOUTHWEST CORNER OF PARCEL 1 OF RECORD OF SURVEY RECORDED UNDER RECORDING NO. 200203050272, RECORDS OF KITSAP COUNTY, WASHINGTON, SAID POINT BEING ALONG THE NORTH MARGIN OF SHERIDAN ROAD; THENCE NORTH 01011'14" EAST A DISTANCE OF 12.43 FEET TO THE INTERSECTION OF THE DEDICATED RIGHT-OF-WAY OF SHERIDAN ROAD; THENCE SOUTH 88039'22" EAST A DISTANCE OF 22.52 FEET TO THE POINT OF TRUE BEGINNING; THENCE SOUTH 88039'22" EAST ALONG A LINE A DISTANCE OF 15.00 FEET; THENCE NORTH 00054'59" EAST ALONG A LINEA DISTANCE OF 99.90 FEET; THENCE SOUTH 89°03'31" EAST ALONG A LINE A DISTANCE OF 97.92 FEET; THENCE NORTH 01011'14" EAST ALONG THE EAST PROPERTY LINE OF PARCEL 1 A DISTANCE OF 15.00 FEET; THENCE NORTH 89003'31" WEST ALONG A LINE A DISTANCE OF 97.93 FEET; THENCE NORTH 01 020'54" EAST ALONG A LINE A DISTANCE OF 145.28 FEET; THENCE NORTH 88048'46" WEST ALONG A LINE A DISTANCE OF 278.30 FEET; THENCE NORTH 31°21'41" WEST ALONG A LINE A DISTANCE OF 44.52 FEET; THENCE NORTH 00°51'10" WEST ALONG A LINE A DISTANCE OF 226.14 FEET; THENCE NORTH 75018'03" EAST ALONG A LINE A DISTANCE OF 291.90 FEET; THENCE NORTH 88039'22" WEST ALONG THE NORTH PROPERTY LINE OF PARCEL 1 A DISTANCE OF 54.28 FEET; THENCE SOUTH 75018'03" WEST ALONG A LINE A DISTANCE OF 237.39 FEET; THENCE NORTH 09026'38" WEST ALONG A LINE A DISTANCE OF 66.78 FEET; THENCE NORTH 88039'22" WEST ALONG THE NORTH PROPERTY LINE OF PARCEL 1 A DISTANCE OF 32.68 FEET; THENCE SOUTH 21014'28" EAST ALONG A LINE A DISTANCE OF 83.09 FEET; THENCE SOUTH 00051'10" EAST ALONG A LINE A DISTANCE OF 226.69 FEET; THENCE SOUTH 58058'54" WEST ALONG A LINE A DISTANCE OF 18.54 FEET; THENCE SOUTH 88039'22" EAST ALONG A LINE A DISTANCE OF 20.93 FEET; THENCE SOUTH 01045'36" WEST ALONG A LINE A DISTANCE OF 5.79 FEET; THENCE SOUTH 31°21'41" EAST ALONG A LINE A DISTANCE OF 41.43 FEET; THENCE SOUTH 01011'14" WEST ALONG A LINE A DISTANCE OF 11.16 FEET; THENCE SOUTH 88048'46" EAST ALONG A LINE A DISTANCE OF 15.00 FEET; THENCE NORTH 01011'14" EAST ALONG A LINE A DISTANCE OF 5.85 FEET; THENCE SOUTH 88048'46" EAST ALONG A LINE A DISTANCE OF 259.87 FEET; THENCE SOUTH 01020'54" WEST ALONG A LINE A DISTANCE OF 130.36 FEET; THENCE NORTH 89013'49" WEST ALONG A LINE A DISTANCE OF 22.07 FEET; THENCE SOUTH 01011'14" WEST ALONG A LINE A DISTANCE OF 15.00 FEET; THENCE SOUTH 89013'49" EAST ALONG A LINE A DISTANCE OF 22.08 FEET; THENCE SOUTH 00054'59" WEST ALONG A LINE A DISTANCE OF 99.77 FEET TO THE POINT OF TRUE BEGINNING. SITUATE IN THE CITY OF BREMERTON, COUNTY OF KITSAP, STATE OF WASHINGTON. CONTAINS 19,932.32 SQ. FT. FUTURE SPUCE ST. EXTENSION >< 7 W-M— 00 cra L, >< LU U) Albertson APPROX 51.342 SF I PARCEL I 0 < LLJ C) T— Lo F BREMERTON ARCEL 2 C C/7) SANITARYSEWER EASE EN, C LLJ CID C) 1-- Of j PARCEL 3 WLOWER Of M I Fr -j \. WHEATON WAY ( I" ALBERTSONS STORE #443 D 15' SANITARY SEWER EASEMENT EXHIBIT EXHIBIT C 1144 Eastlake Avenue, Suite 601 Seattle, WA 98109-4450 T (206) 522:9510 F (206) 522-8344 SCALE: 1' = 100' 1/27/03 e-mail PAcLAND.00M