Loading...
HomeMy WebLinkAboutPermit D04-196 - BAHAMA BREEZE - FREEZER AND DUMPSTER PADBAHAMA BREEZE 15700 SOUTHCENTER PARKWAY D04-196 .. City of Tukwila roe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 1157200292 Permit Number: D04 -196 Address: 15700 SOUTHCENTER PY TUKW Issue Date: 08/17/2004 Suite No: Permit Expires On: 02/13/2005 Tenant: Name: BAHAMA BREEZE Address: 15700 SOUTHCENTER PY, TUKWILA WA Owner: Name: JG SOUTHCENTER LTD Phone: Address: 25425 CENTER RIDGE RD, CLEVELAND OH Contact Person: Name: JOHN KEEN Phone: 407 245 -4297 Address: 5900 LAKE ELLENOR DR, ORLANDO, FL Contractor: Name: R B I CONSTRUCTION INC Phone: (425)881 -1985 Address: 1807 132ND NE, BELLEVUE WA Contractor License No: RBIC01 *13203 Expiration Date: 11/16/2004 DESCRIPTION OF WORK: ADDITION OF 120 SQ FT OF FREEZER SPACE TO THE EXISTING BUILDING. EXPANSION OF DUMPSTER PAD BY 235 SQUARE FEET. I Value of Construction: $30,423.50 Fees Collected: $750.05 Type of l=ire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 20 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N ** Continued Next Page ** Z z �w QQ JU UO (/) CO Lu J = Lo U. w� LL ¢ CO D = f.. w z H Z O w W UO CO off w LL O W Z U o = ~ Z I \5 �.. � City of Tukwila t,�s Department of Community Development 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 / l Permit Center Authorized Signature: �/,%(�(�(�.� (,( /� ! Date: _L� i I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construcfiO or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: / ILV Print Name: t Q This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. i i doc: Devperm D04 -196 Printed: 10 -05 -2004 i Z Z �w QQ JU 000 W= CO H L w 0 I Ei L Q CO) d � W. Z r- o w LLj �o O CO off wW U. �. 0 tJ l Z CO O ~: Z of City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 1157200292 Permit Number D04 -196 Address: 15700 SOUTHCENTER PY TUKW Issue Date: 08/17/2004 Suite No: Permit Expires On: 02/13/2005 Tenant: Name: BAHAMA BREEZE Address: 15700 SOUTHCENTER PY, TUKWILA WA Owner: Name: JG SOUTHCENTER LTD Phone: Address: 25425 CENTER RIDGE RD, CLEVELAND OH Contact Person: Name: JOHN KEEN Phone: 407 245 -4297 Address: 5900 LAKE ELLENOR DR, ORLANDO, FL Contractor: Name: OWNER AFFIDAVIT - JOHN KEEN - AGENT (GMRI, INC) Phone: 407 245 -4297 Address: P.O.BOX 59330, ORLANDO, FL Contractor License No: Expiration Date: DESCRIPTION OF WORK: ADDITION OF 120 SQ FT OF FREEZER SPACE TO THE EXISTING BUILDING. EXPANSION OF DUMPSTER PAD BY 235 SQUARE FEET. Value of Construction: $10,284.00 Fees Collected: $326.66 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 20 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 C.Y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non-Profit: N Water Main Extension: N Private: Public: Water Meter: N Z z Z '~ w � D UO U) o CO LU J F- S2 U. w J CO D =w F . F— O z r`- 25 U O N ww F- O W Z U= O Z ** Continued Next Page ** doc: Devperm D04 -196 Printed: 08 -17 -2004 .. Q City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construc r ance work. I am authorized to sign and obtain this development permit. ' ' Signature: Date: I Print Name: J D)-7 r This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -196 Printed: 08 -17 -2004 Z Z �w UO U) CI CO) UJI J � N LL, wO J, LL? CO c� =w Z if-- O w ~ w U 0, CO_ wW U tL O .Z W CO O Z � 1y City f T k it a o u w Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 1157200292 Permit Number: D04 -196 a- w Address: 15700 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 06/15/2004 v Tenant: BAHAMA BREEZE Issue Date: 08/17/2004 v o C0 Lu J = 1: 'BUILDING DEPARTMENT CONDITIONS N u ~ W O 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. .� LL Q d 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = (206/431- 3670). H = z �.. 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to z O start of any construction. These documents shall be maintained and made available until final inspection approval is w w granted. U� N 5: The special inspections and verifications for concrete construction shall be required. D H 6: When special inspection is required, either the owner or the registered design professional in responsible charge, W W U shall employ a special inspection agency and notify the Building Official of the appointment prior to the first LL 0 building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. — z ui 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections v shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special Z f' inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Masonry construction shall be special inspected. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: *'FIRE DEPARTMENT CONDITIONS'`'' 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain fire extinguisher coverage throughout. 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 16: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating doc: Conditions D04 -196 Printed: 10 -05 -2004 - i..,_ik,x:a-k 'u9.r3kt wwi ao�b.;:�ca.; City o f Tukwila r�ae Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 of and /or adding sprinkler heads. Z 17: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions w W and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) . 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and v O approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler ( n o systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk CO w Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal H to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance N w W #1901) 19: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance U- Q #1900 and #1901) N d 20: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Z 21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed Z O description of intended use. W LIJ 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of �C3 v0 N. such condition or violation. o t- 23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at W w �? (206)575 -4407. u- 0 •Z W co ** continued on next page p Z doc: Conditions D04 -196 Printed: 10 -05 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 3 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: ✓�— Date: / y Print Name: d �. l i i , doc: Conditions D04 -196 Printed: 10 -05 -2004 z Qa: 2 . JU 00 U) o CO W J = f-. CO I wO L L D = d: �w z r- O z �- w U O- o t- wW U UO z U =. O z T + 1 + z .. 'City of Tukwila f�os Y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1157200292 Address: 15700 SOUTHCENTER PY TUKW Suite No: Tenant: BAHAMA BREEZE Permit Number: Status: Applied Date: Issue Date: D04 -196 ISSUED 06/15/2004 08/17/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Masonry construction shall be special inspected. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain fire extinguisher coverage throughout. doc: Conditions D04 -196 Printed: 08 -17 -2004 . -.. ;. z ~ w UQ w� C/) L w U. = I .-w z �0 w LLI U� ON o�- wW LO -.z w U= O z z ~ w UQ w� C/) L w U. = I .-w z �0 w LLI U� ON o�- wW LO -.z w U= O z R i City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 16: Maintian sprinkler coverage per N.F.P.A. 13. Addition/ relocation of walls, closets or partitions may require relocating Z = and /or adding sprinkler heads. W 17: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions 0 and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) N o 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and C0 Ui � � approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler N u- w O systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance U. #1901) C d =w 19: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance z F i #1900 and #1901) z O W 20: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) ? o a co 21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed O H description of intended use. w ' =U �_ j 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. z w co 23: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. Z * *continued on next page ** doc: Conditions D04 -196 Printed: 08 -17 -2004 �? C ity of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance opwork. Signature: Date: 8 / 4 � Print Na e: I)A'I doc: Conditions D04 -196 Printed: 08 -17 -2004 Z u� 5 UO WO w= J F- N U WO L L m� = F_ W z P I— O Z F—. � p' U O N 0 H. WW HL) U O .. Z W U= O Z MAR 26 '04 12 :11PM TUKWILA DCD /PW 1u_ i, 1� i 1 1806 CITY OF TUKWh Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd,, Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print ** / King Co Assessor's Tax No.: /�,5 1 ,OZ9Z. Site Address: S PU jet t 4ti 0' Y' , ✓,t' (4/u W Suite Number: Floor: Tenant Name; A- New Tenant: ❑ .... Yes P .. Property Owners Name: G 1 Mailing Address: S� Name: _ j C in in . Mailing Address: S ' 0 U statc Day Telephone: i� ,S ._ �� 7 FJ Company Name: Mailing Address: City Stale Zip Contact Person: Day Telephone:, E -Mail /address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance *" Company N Mailing Adc Contact Person: 12 lY UV (L__ r w / E - Mail Address: /NCi c n /-i in A D.FVf/-) n i c F✓ %applicuions%pmnit application (3- 2003) 3/2003 pa-C I city stage / r Zip Day Telephone: G ' ,S S 7 7 7 ' 7 9V Fax Number: , 53 y 7 3 - v S_ 9 9 z Z �W 2 JU cU 0 to 0 C0 w W = H �LL WO �a N =) 2 �W Z F- Z� W 5 U� O I L C) r W S F LL O . z . W U= OH z Contact Person: &21'Gt �� i ,�P // Day Telephone: 9 _ E -Mail Address: �u v,p ��, ✓t'!�� 1 yJf Fax Number: Scope of Work (please provide detailed information): r A A -pn 4)Lr2 /i 1r 1 S ► ✓1 A /I J Will there be new rack storage? ❑ ..Yes :. No If "yes ", see Handout No, for requirements. ., �. ,1 1 1 • 11J r �I 1. : 1 1 ...... °; :' YC OVd All'�iYtllh'i�eeisranrlSc�usre, i�'oo�agc`.Zi¢lawt�`rr., „ , n I, 5,1 .nl, 1x11 ; 1 ; ; 11 �r.i 1 In iir�l 1 11NI r I ,1 1,. n . 11 1,.11 .1 r r 1 r11y1n1 1 .N I Ir 1, Y � r i X1 1 � • r r, � 1. 1n 1 n 1 1�1y1n nl 1.11 II ''111ir'1 �..� h,A.l.h, �1f„ 11V�, ,r .1 ryr1 Mr1 •f .�,11i1 �.1,•r1" ' ; :' (, 1 I r „♦� 11 1,In �� � r "11111• A 1 r J, ': •.n:.'. °111 ;r11� I .'• I •;; • :'; r, :a�i,�.1 1� iIT �d M�tAo4 ;�a 11\ 1 �i: ��;,. ; ;r;r i �� i :ni r 1 �rid,J1 i.L.• " 1 tI' ,Ly� ,, �� "i�i� �' �{� err ii'r ,11 N i.n ,'�� � ' 1 c; 1 ,' 1111'' '' •1"u1w 1 �� � I ^� i � I .• i,;;;, � 1 s ;1;, l \ 1 ;, � d�� ��� ,•Xiit$ri i1 11 •� ' r1' '�, � P r r l � . ' ' r i,•E����tibi lr r; r,r ,'1' .: � � 11 � i ��i ��.� �.r .n����.yr q��, �� .,� ;::;� „ :.. ,,,,1 „° ° is n1���7;6 n1.0 n• i 1� �.v.� ,ply, ,n ';rCAiistzl�cfaah� : ° ,�r, .�Tf✓�C��rY ' � Ir, �� �,,,��tii''�a�i 1��;:1N �r I�,•' , r �I 1 1 , , 1 t �r r 11 M11 r In 1 , 1 ,1 yy {{....,, ,, tt,, � ;,�, , ' , 1�, . .,, y � J 1 1 . ♦ Y`�{',• 11h..1 J i 111 " rp.111 l.,n 1A ` "1 1t �F^V I , N , nl,A .h 11 1 „1 r •I 11 1r 1 nl fl 1.A1�.. rn 1111 • 1 , r r r 1 r11n r15rn1n 11.7' 1 1'1 : y1 r l i Y J� 7 jJ� 1 ' ,11, r111111/1'rA r,n ,r M'r ''i '• J1 In• 1 11 .n1Y,i 11 1 111 r 11, 1 11.WXIJttIJg 111 n ,Ir i "n /1 1• �1 T1T F^V n^ . 1 1,.V1�111 1, 1 nlnl 51 - 1 r.111. 1111 111 n ,r 1�1 11 1 1 Vrnl 111n 1 1; 1. 11 , F 1 In :r" .111 / ccestory structure 1r,, X 11 111 1x11 1♦ ,11 �:r1; ,; �� , , 1- ' 11�'1,�• �A�ttached;,Cx�t;age ' 1 s ; ; 11 1 .11 1 1 1, "i7erac1�et�Gs3ict1�;4; , ,..nn r al 1 .4 "111 .1 11• ' Attached; Carpor[ •: • , � ° + r1; ; 'av C; ,111;;;111 275' 9� 1 11 r. 5 PLANNING DIVISION: Single- ,family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 1 inches) *For an Accessory dwelling, provide the following; Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling- 12D *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residenee. Number of Parking Stalls Provided: Standard: 1/_ Compact: Handicap: Will there be a change in use? F .... Yes — Q' -.No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ®., Sprinklers M (Automatic Fire Alarm ❑..None ❑ . Other (specify) . Will there be storage or use of flammable, combustible or hazardous materials in the building? O.-Yes ©..No rf "yes ", attach list of materials and ,v tor age locatio on a separate 8 -112 x 11 paper indicating quantifies and Material Safety Data Sheets. %4pplicationslprnnit cpplicndon (3 -2003) 3/2003 Page 2 . .t.,..::U?I::.r,.7.w+rit.4:i++.J :.uruw4f.�a,1�.a..A:yw:nf CSt.=,, c;, �..:.k.+}.IJ.:r�1 %Pi:>.•ouLv4:l Z �Z �W QQ� J UO CO W Ui J = CO W W O 9-1 U- ? S2d 3: z Z� LU W U� CO �H WW F- U-Z tlJ U= O F- Z Valuation of Project (contractor's bid price): $ �c_ >�_ � _ Existing Building Valuation: $ ,. ., MIECHANICAL CONTRACTO)k INF0RMA,TI0N Company Name: P. 5/5 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance Valuation of Project (contractor's bid price); S Scope of Work (please provide detailed information): Use: Residential: New .... r7 Replacement .... ❑ Commercial: New .... [] Replacement.... 0 Fuel e: Electric.....(_] Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: ;kJ»;<t;Type: ,'" ; t i5. rUJpilt; fir.:... I.. ";�� ^'f.'. I,- A ;QcS';'.: °Uhftt. ;- ;C3!1?$� ' "':Baiter ,;:SfJ'..,; /.CO, Furnace <I00K BTU Air Handling Unit x10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumacc>100K BTU Evaporator Cooler 3 -15 H1'/500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted He al e r Ventilation System 30- 50HP/1,750 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind Value of Construction — In all cases, a value of construction amount should be entered by the applicant, This ftgure Will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules, Expiration of Plan Review+— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, ...The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Codc (current edition). No application shall be extended more than once. I HEREBY CERTIFY T jiAT 114.A,VE R PENALTY OF P)G1t AY/13Y THE LAWS BUILDING Print Nib. �, Mailing Address: AND EXAMINED T141S APPLICATION AND KNOW THE SAME TO BE TRUE UNDER HE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY ' OR T141S PERMIT, Date Day Telephone / L/ City stato Lip Dale Application Accepted: ' Date Application Expires: Staff Initials: MAR 26 '04 12 :13PM TUKWILA DCD /PW 1+pp1ic4cionslpcM4t ippllcotlod (3 -2003) =003 Page 4 MINIM Z F Z �W t�t � JU UO C/) 0 C0 LU J = F— NLL WO UQ = F _ W Z H F— O Z F— W W U� ON Q F— WW HF- �O Z W UN F— _ O Z ' � ►y U�_� -� Cl ty of Tukwila .q 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1157200292 Permit Number: ! Address: 15700 SOUTHCENTER PY TUKW Status: Suite No: Applied Date: Applicant: BAHAMA BREEZE Issue Date: D04 -196 ISSUED 06/15/2004 08117/2004 Receipt No.: R04 -01360 Payment Amount: 423.39 Initials: LAW Payment Date: 10/05/2004 03:29 PM User ID: 1630 Balance: $0.00 Payee: RBI i TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------------- Payment Check 10221 - - - - -- 423.39 ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - BUILDING - NONRES 000/322.100 -- ------ - - - - -- 256.60 PLAN CHECK - NONRES 000/345.830 166.79 i Total: 423.39 z �w 00 N 0. J -r N LL w U. N w. z 1- O z 11-- w UC) 0— . 0 F- w 111 H H LL Z LtJ U =` O z doc: Receipt Printed: 10 -05 -2004 City of Tukwila fans 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1157200292 Permit Number D04 -196 Address: 15700 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 06/15/2004 Applicant: BAHAMA BREEZE Issue Date: 08/17/2004 Receipt No.: R04 -01470 Payment Amount: 47.00 Initials: SKS Payment Date: 10/29/2004 02:19 PM User ID: 1165 Balance: $0.00 Payee: RBI CONSTRUCTION INC TRANSACTION LIST: Type Method Description Amount Payment Check 10297 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 47.00 Total: 47.00 z w JU UO to c J = H WLL Wo LL <C �d �W z 2 HO z f- W UC3 O N. o f- WW H0 LO .. z W U= O z a doc: Receipt Printed: 10 -29 -2004 1U1. ty . , � City f T ukw ila o 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -367( RECEIPT Parcel No.: 1157200292 Address: 15700 SOUTHCENTER PY TUKW Suite No: Applicant: BAHAMA BREEZE Receipt No.: R04 -01081 Initials: SKS User ID: 1165 Permit Number D04 -196 Status: APPROVED Applied Date: 06/15/2004 Issue Date: Payment Amount: 108.75 Payment Date: 08/17/2004 09:26 AM Balance: $0.00 Payee: JOHN M. KEEN TRANSACTION LIST: Type Method Payment Check ACCOUNT ITEM LIST: Description --------------- -- BUILDING - NONRES STATE BUILDING SU Description Amount 1668 108.75 Account Code Current Pmts ------- - - - - -- ---------- - - - - -- ------ - - - - -- 000/322.100 104.25 RCHARGE 000/386.904 4.50 Total: 108.75 z W JU UO C0 W J =, H U) L W �O- J U. C0 . = �W Z iE-- 1— O z F- W W U O. O Co. 0 1-- LLI Lij H U LL O tll Z' U= O iF- Z 40.10 00/18 7716 TOTAL 08 doc: Receipt Printed: 08 -17 -2004 1 Cit y of Tukwila t9ae 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: GMRI, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 6186350 217.91 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 91.00 PLAN CHECK - NONRES 000/345.830 126.91 Total: 217.91 �: "' 1899 06A6 9716 TOTAL~ 2.7.91 doc: Receipt ._ -.•..• • • -- -Printed: 06.45 -2004 z W or � �U 00 Lo o co W J = F- NLL w LLQ CO D Y W ` z F- O z F- U� O -, (3 1-- U j LL F- LL O . z UN O z RECEIPT Parcel No.: 1157200292 Permit Number D04 -196 Address: 15700 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 06/15/2004 Applicant: BAHAMA BREEZE Issue Date: Receipt No.: R04 -00728 Payment Amount: 217.91 Initials: SKS Payment Date: 06/15/2004 02:12 PM User ID: 1165 Balance: $105.75 Payee: GMRI, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 6186350 217.91 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 91.00 PLAN CHECK - NONRES 000/345.830 126.91 Total: 217.91 �: "' 1899 06A6 9716 TOTAL~ 2.7.91 doc: Receipt ._ -.•..• • • -- -Printed: 06.45 -2004 z W or � �U 00 Lo o co W J = F- NLL w LLQ CO D Y W ` z F- O z F- U� O -, (3 1-- U j LL F- LL O . z UN O z I �. INSPECTION RECORD Retain a copy with permit 7 INSPECTIOr NO. PER T NO CITY OF TUKWILA BUILDING DIVISION�M 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project :. //" fL .f�lGt JG _t::- Type of Inspec 'on: - �,,,�GG6t -•; . �, .liJ'1 � c.,/� - Address: f r . /.i�lJd ��ttri�<<.+��r /Y Date Called:' �S /G�-Q Special Instructions: Date Wanted: ��� p.m. Requester: X f 41 ; Phone_ No: Z �Z � W JU 0 wM NU_ W O 2� Ua to = a I .- W S Z �. H O W �p U ON ❑ H WW F- F— u. O. .. Z co F= _ O Z M Approved per applicable codes. M Corrections required prior to approval. / INSPECTION RECORD �� �' / Retain a copy with permit . INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION ., . . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: Type Inspection: Cw Ad r s: i Date alled: - i Special I tructions: f 2-D 6dleeoj Date Wanted: a.m �✓ M. Requeste 1 Phon o ' Z W QQ � JU 00 CO a W= N LL w 9-1 LL _CY �W Z F- F- O W LU U� co o1-- W O .. Z W co O F• Z proved per applicable codes. ❑ Corrections required prior to approval. INSPECTION RECORD INSPECTION N o. Retain a copy with permit I �V PE CITY OF TUKWILA BUILDING DIVISION ;M- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj yt: Type of Insp@ctio jVID A dres : .� L Date Called: Sp cial Instructions: 2z A " I Date Wanted: <; 05kk p.m. Requester: � �� (a 44 Phone o: — — Z �Z a � W W 5 UQ W = U. WO 9 -j LL CO)_ = W ' Z� I— O W F— W U� Cl) 0H W O LLi Z U CO O Z 'Approved per applicable codes. Fi Co rr ections required prior to approval. INSPECTION RECORD 1 3 Retain a copy with permit - INSPEC DO NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIW4 #100, Tukwila, WA 98188 (20 )431 -3670 Proj t: ;' Type of Inspecti :- Ad ress: A, tw Date Called: ,r Special Instructions: i� Date Wanted: Requester: Phon No: ✓ I Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Date _ __ _-__ . A'-� S 5 d 5800 REINSPECTION EE REQUIRED. P 'or to inspection, fee must be paid at 6300 Southcent Blvd., Suite 10 Call to sechedule reinspection. Receipt No.: Date: Z �Z �W JU UQ W= I— N LL WO �Q Z d. �W Z H WO W U� ON o ff WW H LO .. Z Cl) O Z INSPECTION RECORD / `~7> Retain a copy with permit ermit ! INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVI-SI.9N3 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: Type of Inspgction: Addr n � �.� � '" ` I Date Called: t� `� J Special Instructions: Date Wanted: — / a.m. p.m. Requester: Phone No �,s ^ 77 D - c - "S L - t;' - s '\ Ap .,,! proved per applicable codes,, CO�ectien\ required prior to approval. COMMENTS: f .. � 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 0 Z 3: �W UO U) C3 C0 W J H DW WO J LL Q CO) = a �W Z I— O W ~ W U� O N W H LL Z id U= O E- Z v v' INSPECTION RECORD -�S Retain a copy with permit PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec %A cwct T1? Type of Inspection: c tC' Address: 1 UD SOL Pv ��r 1 Date Called: Special Instructions: Date Wanted: a.m. P .M. Requester: Phone No: M Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: A -es A Sc s 11J — v nspector: Date: -� ` cc) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: .7 ff 7 «VA S z Z �W QQ� JU UO W� CO) U- WO U. s �W z 1-0 �5 O N. � I— W UJ H O W z CO) O z INSPECTION RECORD ; Retain a copy with permit INSPECTION NO. PERMI N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r, Proje Type oflnspecYon: L9 Addr ss: Date Called: Special nstructions: Date Wanted: "''a, tj Requester: Phone No: Receipt No.: Date: Z f- W JU 00 W� U) LL w LL _� W Z F- F- O W �5 U� O N L] F- W UJ F F V — , LL' O W Z UN H- _ O F- Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r I � , INSPECTION RECORD Retain a copy with permit 1 INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 r, Project: 4e, Type of Inspection: ) Address: Date Called: Special Instructions: Date Wanted: a.m. Requester. Phone No: Approved per applicable codes. El Corrections required prior to approval. Inspector :,,/ Date: rye $47. REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: s 1. .Id Z �Z '~ W OC � UO W W �LL w U. a = W ?H z� U QN O F- W W H� �O W Z U= O Z I INSPECTION RECORD: ��� i Retain a copy with permit INSPEUION NO. PE IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: r, � f I Type o spection: � . � Address QU L I Z S 0 `� ni l Date Called: Special Instructions: Date Wanted: Lt1L p.m. Requester: / J / Phone No: 7 o &- 3 0() 20 F] Approved per applicable codes. Corrections required prior to approval. COMMENTS:. Z2 i�& R H 7� teceipt No.: Date: E] $47.00 RbNSPECTION FIrE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z W IX IX W WV UQ Co co LU J = DU. WO 9 -j LL co :3 =a I.-W z �O W ~ W U� O N. OH W H� -O .Z W U =. O H z A INSPECTION RECORD TRetain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Pr t: Type of nspect' n: S Add S 1 0 q Date Called: Special Instructions: Date Wanted: a.m. P lq p. M. Requester: Ph ne No: pproved per applicable codes. orrections required prior to approval. spect Date: a 9 .00 REINSPECTIO FEE REQUIR D. Prior to inspection, fee must be aid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: Z '• W f � JU UO CD O W= �LL WO } LL co S Z� F- O Z I— WW U� N D F- WW H � LL Z 111 U= O Z INSPECTION RECORD Retain a copy with permit 4- al'o INSPECTION NO. PER I �y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: & Type of Inspect ' Ad ress: 3 C � Date Called: f Special Instructions: Date Wanted: TO Requester: I n/s P , a Approved per applicable codes. O u rrections required prior to approval. COMMENTS: IL f - TC�r NtMF�' " TO I n/s P , Receipt No.: Date: S c r: Date: Gt.+ti l 2- EZ�W 7.00 REINSPECT104 FEE REQUIRE -. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 f� z f z a , W UO N co UJI J = H N LL WO LL N� = d �.. W 1- O W U� Uj ON o�- WW H H LL Z Lll U= O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PI CITY OF TUKWILA BUILDING DIVISION4. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a S Pr j 'ct: k Type o spection: Addr s: k Date Call d: I ( Specia In tructions: Date Wanted: a.m. 0 fTr Requester/ � Tne N V `n �e Approve p r applicable codes. Corrections required prior to approval. �4 COMMENTS: f; sp ctor: Date: Ej 7.00 REINSPECTION E REQUIRED. rior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. ReYeipt No.: I Date: Z z , W JU U W� !2U. W O L_ � �W ZO UJI W U W .0H W UJ F- H Ill LL Z U= O F.. Z PA 40 Ze ( jj a, f7 e e rl u k U I L U f _PCA S R oc `I 01\ n _0 : r - , , A dress: t 4 c.al Date Called: 1 0q Instructions: �w Date Wanted: a.m. Requester: P 6ne No: f INSPECTION RECORD �� 3 Retain a copy with permit INSPECTION NO. PERMIT NO. t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 Pr Inspection: ct: Type � D Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( jj a, f7 e e rl u k U I L U f _PCA S R oc `I 01\ n _0 vim, r'tS Ak P V h� 4 1 � n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z #= Z �W �U UO M co Ill J H NU_ WO ?. N = W Z� WO W U� co , a I— W W H0 O Ii! Z U= O Z INSPECTION RECORD <1 Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 31 -3670 Pr ct* Y- 0 0y - Type o Inspection r - G Address: VA Date Call d: - 1 Special Instructions: , , i1 n (�7 v Date Wanted: I Vim. Requester: ' e o Phone : Prh ' lX bo- ( Approved per applicable codes. Corrections required prior to approval COMMENTS: Y- 0 0y - v; VA Receipt No.: Date: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rginspection Z '~ W UQ U) H N LL WO UQ Cf)� = �W Z t— WO W U� O - 0 E- WIll �O W Z U= o � Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE F41N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type�f Inspection: , , J Address: Date Ilecf: U I l IC o Special Instructions: Date Wanted: of a.m. 1 (Q IN 1 Requester: {{ Pr � o CP ?6n zz W JU UO a W U. WO U. = W H z 1= 0 z I--. W �5 U� CO (3H WW W Z L11 U= p y .. l M Approved per applicable codes. F1 Corrections required prior to approval. of INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ect: Type of In a� e Ad re . v Date Called: 1 3 1 6 Special Instruc ns: �3 Date Wanted: I I b1 al I q ( "a. m m. Requester: The No: � �r� ! a pproved per applicable codes C i i\ `"" --/ Corrections required prior to approval. COMMENTS: ne P7 T,0.1 A 30 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r � r Z W QQ � JU UO Co O W W �LL WO LL N = W Y Z Z0 W U� o �- WW F- LL Z co Z INSPECTION RECORD Retain a copy w�th.permft INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PrRect: V211 (o,� b JUA-lp Type of inspe tiqn: E Ald 9 700 Date Called: Special Instructions: Date Wanted p. m. LO Requester:_ i Phon - 7 7D- I Receipt No.: I Date: i z W U 0 (00 U) W W LL W O LL cl) C% W Z Ir- 0 z F- W UJ ON 0 H WW HL) LL tii Z Cf) u— O Z t i paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. MAYES TESTING ENGINEERS, INC. December 17, 2004 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Bahama Breeze 15700 Southcenter Parkway Tukwila, WA MTE Project No. T4225 Gentlemen: L1% M.. B 17 ZOOS C D E � N1 Ty FINAL LETTER Permit No. D04 -196 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 L -1 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: Reinforced Concrete Epoxy Doweling Structural Masonry To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS INC. Michael S. Dolder, P.E. Vice President Cc: Phil Clay- Bahama Breeze Allen Miller- Caruso, Turley, Scott Neal Knaipe -DP3 Architects Bob Lyons -RBI Construction MSD: rsm Z Z �W D UO to 0 C0 W W = H (D W W U. cl) =W r~ o Z�_ W UJ Do U O N D F- WW H U L O w Z U= Z Tacoma Office MAYESTESTING ENGINEERS ! INC r[+ 10029 S. Tacoma Way i . » . °em u`:. .+w ':' '.'. .bi = ` . .. ' L.n rY.fid;C i Y ! ✓'• ` z f i: dF:' :1�' i� a'i t� •+•:..; r., ...., �_ .. Suite Tacom a, WA 98499 pit 253.584.3720 i CONCRETE LABORATORY TEST REPORT fas 253.584.3707 Project : Bahama Breeze Project No: T422 Site Address: 15700 Southcenter Parkway Issued on: 12 -15 -04 I Tukwila,WA DEC 4 ; ? L0U Permit - f"t (s): D04- c`,3itfik' LAITY { Client: Bahama Breeze Original I Engineer: Caruso, Turley, Scott Revised; Contractor: RBI Construction FIELD DATA (ASTM C31 and C172) 3 Air Temperature: 55 F Actual Mix Proportions: Weather: Overcast Product: Concrete Supplier Glacier Northwest Ticket Number 588863 MixDesign ID: 194 Sample Temp. Initial Ztorage Entrained Air (ASTM C1064) Temp. (ASTM 1031) (ASTM C231) 64 0 E NR % Water/ Cement Ratio: ' ` Slump (ASTM Samples) R a EMMMAM 0.490 4 1/4" 11 -17 -04 1 Required Stre ngth (fc): 3000 Psi @ 28 days Placement Locati and Notes Extension of dumpster area on southeast corner of building. 10 gallons of water added on site. Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,861.0 Ibs Fine Aggregate 1,371.0 Ibs Water 229,8 Ibs Fly Ash 70.8 Ibs Cement - -Type I & II 398.3 Ibs A/E Admix 3.0 Oz Z Z UO U) o C0 LU W = H T L„ w 2 QQ LLj U =w H ZH E- O Z H-- w �5 U 0 00 C3 wW LL O ui Z U= O Z Remark: Inspector(s): Jaimie Gordon Tested by: Dan Romel Reviewed by: _ Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FO - Field Cure NR = Not Recorded Information in this report applies'only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc, MTE Form m150. Rev 3, 7.0 ',ww e:if4•i::. ay':, �`, +,(i`'lai .::t;�i.i., ;.3r.:4u.va.e..a',:a: :'i,:ti¢a:Jdk9Sw:t�- +.�,�,r a 1':tis. .:✓ �'�.X11L1wVLYf . , r ., �::G:,k'. ,..,. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Die (in) Surface Area Strength (psi) Failure Code 11/16/2004 0003 7946 11/23/200 7� 3834 4 x 8 4.00 _12.57 ! 3050 NA ' 11/16/2004 0003 7947 12/14/2 0 04 28 f 59895 4 x 8 j 4.00 X12.57_ 4770 NA ' 11/16/2004 . 0 003 7948 12/14/2004 28 I, 58410 4 x 8 I (4 00 f j 12.57 ' 465 40 NA " 11/16/2004 0003 _� 7 949 12/14/2004 28 II 6080 i 4 x 8 _j! Q_00 1 12.57 4840 NA ' Remark: Inspector(s): Jaimie Gordon Tested by: Dan Romel Reviewed by: _ Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FO - Field Cure NR = Not Recorded Information in this report applies'only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc, MTE Form m150. Rev 3, 7.0 ',ww e:if4•i::. ay':, �`, +,(i`'lai .::t;�i.i., ;.3r.:4u.va.e..a',:a: :'i,:ti¢a:Jdk9Sw:t�- +.�,�,r a 1':tis. .:✓ �'�.X11L1wVLYf . , r ., �::G:,k'. ,..,. MAYES TESTING ENGINEERS, INC 1,980.0 1 Tacoma Off 0029 S. Tac Way 1,325.0 Ibs 253.0 m � rim `.�,�t,t.�.t}:v .,,•,,tr3!, „"'; <., ..;, , , Suite E -2 Tacoma, WA 98499 ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253,584.3707 Project : Bahama Breeze Project No: T4225 Site Address: 15700 Southcenter Parkway Issued on: 12 -30 -04 Tukwila,WA Permit # 901 Client: Bahama Breeze Original: V Engineer: Caruso, Turley, Scott Revised: ❑ ' Contractor: RBI Construction OQ%, F ZIA FIELD DATA MFiy (ASTM C31 and C172) Air Temperature: 47 F Actual ' Mix Proportions: Weather: Light Shower Product: Supplier: Ticket Number: Concrete Glacier Northwest 589239 Ingredient Coarse Aggregate 3/4” Fine Aggregate Weight (per cu.yd) 1,980.0 Ibs 1,325.0 Ibs 253.0 Ibs 559.0 Ibs Water MixDesign ID : 3300 _ Cement- -Type I & II Sample Temp. � ` Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 63 ° F NR % Water / Cement Ratio: Slump (AST M Samples) R dR d 0.453 5 12 -1 -04 lRequired Streng (P 4000 Psi @ 28 days Placement Location and Notes Slab on grade at southeast corner of existing building. 10 gallons of water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11 /30/2004 0004 8262 12/7/2004 64230 ( 4 x 8I E4.01 ( E12. 5090 J NA 11/30/2004 1 2/28/2004 28 86205 1 4 x 81j 4.6 �1 =1 ,63___l ! 6830 NA 11/30/2004 . 0 004 8264 112/28/20041 28 L 839 58 4 x 8 C0J X12,63 ] F 6650 NA ' 11/30/2004 OOOa 8265 12/2 8/2004 28_11 698 30 X4 8 E4 ( 12.63 ; 7100 NA Remark: Inspector(s): Chris Pratt Tested by: Will Gallington Reviewed by: Dennis Sanborn NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies.only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z �Z �W 5 0 0 w� Co LL W � J LL cl)d �W Z ZO W W U� ON off WW H� O Z U= O Z RECEIVED 12 Tacoma Offe MAYES TESTING ENGINEERS, INC DIC 13 2004 0029 S. Tac ma Way tjjtj� Suite E -2 COMMUNITY Tacoma, WA 98499 DEVELOPMENT ph 253.584.3720 CONCRETE LABORATORY TEST REPORT fax 253.584.3707 Project : Bahama Breeze Project No: T4225 Site Address: 15700 Southcenter Parkway Issued on: 12 -8 -04 Tukwila,WA Permit # (s --D04 - 196 Client: Bahama Breeze Original FV� Engineer: Caruso, Turley, Scott Revised ❑ Contractor: RBI Construction 1 FIELD DATA (ASTM C31 and C172) Air Temperature: 47 F Weather: Light Shower Actual Mix Proportions: Product Concrete Ingredient Weight (per cu.yd) Supplier Glacier Northwest Coarse Aggregate 3/4" 1,980.0 Ibs Ticket Number 589239 Fine Aggregate 1,325.0 Ibs Water 253.0 lbs MixDesign ID: 3300 Cement- -Type I & II 559.0 Ibs Sample Temp. Initial Storage Entrained Air -, (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 63 ° F NR % Water / Cement Ratio: Slump (ASTM C143) t Samples) R c d 0.453 5 12 -1 -04 _ Required Stren ft) j 4000 Psi @ 28 days Placement Location and Notes S lab on g rad e at southeast corner of existing bu i l ding. 10 gallo of w add ed on sit COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11/30/2004 00_04 8 262 12/7/ �7� 6423 4 x 8� 4.01 I _12.63 5090 NA I ' 11/30/2004 0 004 , 826 12/28/ 28 �L �4x $�C_ 11/30/2004 00 12 826 12/28/2004 I [� 4 x 8 � �_ 11 /30/2004 _ 0004_ 'i 8265 _ 12128/2004 28 Remark: Inspector(s): Chris Pratt Tested by: Craig Kuntz Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Dennis Sanborn Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies'only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z Z UO Co 0 w= to LL WO U. Q N� _ I.-W Z F- W W UC3 ON 0 t` W ui H F U_ O W Z U ~O F- Z MAYES TESTING ENGINEERS, INC �� -�- 13 20 0, �/ ENT - CONCRETE LABORATORY TEST REPORT Project : Bahama Breeze Project No: T4225 Site Address: 15700 Southcenter Parkway Tukwila,WA Issued on: 12 -8 -04 /J�_ Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Permit # ( Client: Bahama Breeze Original: Engineer: Caruso, Turley, Scott Revised: 0 Contractor: RBI Construction FIELD DATA (ASTM C31 and C172) Air Temperature: 55 F Weather: Cloudy Product: Concrete Supplier: Glacier Northwest Ticket Number 621094 MixDesign ID : 1945 Sample Temp Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) I (ASTM C231) ` 65 ° F NR 1.5% Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I & II Daravair Weight (per cu.yd) 1,831.0 Ibs 1,362.0 Ibs 213.0 Ibs 68.0 Ibs 400.0 Ibs 3.5 Oz Water / Cement Ratio: 1 SlumSlum =STM C143) Samples) Recd 0.455 6 11 -10 -04 lRequired Stren (fc): 3000 Psi @ 28 days Placement Location and Notes Masonry screen wall footing at dumpster. Sampled at 1:15 pm at 2 yds of 4 yds placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11/9/2004 00 _ 7823 111/ _ j1 _99395 1 6 x 12 � � 28 3 520 NA 11/9/2004 0 001 1 7824 _ _12/7/2004 _ 28 i 136740 6 1x 06.00 ; ' 28.27 48 NA 11/9/2004. 0 001 � _ 7825 12/7/ 2004128 IF 1 87 6 x 12 E6. C X28 4910 I FN I " 11/9/2004 0001 04 � 7826/7/ 12$ i1 142 445 6 2 �! 6.00 1 .28.27_ 50 NA Remark: Inspector(s): Dan Romel Tested by: Craig Kuntz Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Dennis Sanborn Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report appliesronly to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Actual ' Mix Proportions: Z Z �W J W co W J I.— to LL WO LQ CO = �w Z Z� w W U� O� o1-- WW 2 H �. U. O W Z U= O Z c s i i f MAYES TESTING ENGINEERS, INC. MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, PERMIT NO: D04 -196 Page 7 Owner: Bahama Breeze Architect: DP3 Architects Engineer: Caruso, Turley, Scott Contractor: RBI Construction Date: 11 -30 -04 Weather: Light Rain Inspection: Concrete and Epoxy Samples: (4) 4 x 8" RECEIVFD Tukwila, C. l 3 2004' DE VELoPMEN T Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 _ fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and met with the contractor. Discussed areas for epoxy rebar additions to existing building. Reviewed plans and specifications for size of bolts and depth of holes. There was 6" embedment for V x 3/4" bar at 24" on center into existing footing as per Detail #6/S2.1 Simpson Set epoxy was used for bonding. All holes were checked for cleanliness and clearances. No problems were noted. Monitored the placement of 5 cubic yards of Glacier Northwest Concrete Mix #3300 at the southeast corner slab on grade from building by truck chute with no consolidation. Sampled the concrete and cast one set of four, 4 x 8" cylinders for strength verification. Steel was per details from approved drawings and placed with appropriate concrete cover. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Chris Pratt Reviewed by. Dennis Sanborn, Branch Manager cc: Allen Miller, Caruso, Turley, Scott Neal Knaipe, DP3.Architects Bob Lyons, RBI Construction Building Official, City of Tukwila Z Z W � � JU UO N J = t`- W U- w 9� U. ? �C1 =W �-- _ Z �- �0 Z F- w Uj �o U ON o �- W U. 0 ..Z W U= 11-- F- z MA YESTESTING ENGINEERS, INC " •.S .3+ 1':IG.`:ir.�tSa f ,` a::.- 7-.'�:. • :}i:5U :z7 v i ,'t ;': 1 C . .�.�.+{'.v:�u.a ": i. ?.. �4':� ii::i .. .......... .. CONCRETE LABORATORY TEST REPORT Project : Bahama Breeze Site Address: 15700 Southcenter Parkway Tukwila,WA Client: Bahama Breeze Project No: T4225 Issued on: 12 -13 -04 ECE9VED Permit # (s . D04 -196 r Original: CC 1 7 21104 Engineer: Caruso, Turley, Scott Revised: COMMUNITY Contractor: RBI Construction DEVELOPME FIELD DATA (ASTM C31 and C172) Air Temperature: 58 F Actual Mix Proportions: Weather: Partly Cloudy Product: Concrete Supplier Glacier Northwest Ticket Number 621311 Ingredient Coarse Aggregate 3/4" Fine Aggregate Water MixDesign ID : 1945 Fly Ash Sample Temp. ' Initial Storage Entrained Air Cement --Type 18, II (ASTM C1064) Temp. (ASTM C31) (ASTM C231) A/E Admix 69 ° F NR 6.2% Water / Cement Ratio M Slump (ASTM C143)' JSample(s) Rec'd Weight (per cu.yd) 1,859.0 Ibs 1,363.0 Ibs 230.0 Ibs 71.0 Ibs 404.0 Ibs 3.8 Oz 0.454 6" 11 - -04 lRequired Strength 3000 psi @ 28 days Placement. Locati and N otes Tacoma Office The footings along gridline 1 for the cooler expansion. 7 gallons of water added on site. 10029 S. Tacoma Way yds placed. Suite E -2 COMPRESSION TEST RESULTS Tacoma, WA 98499 (ASTM C39, C1231, and C617 when applicable) pli 253.584.3720 Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code fax 253.584.3707 Project No: T4225 Issued on: 12 -13 -04 ECE9VED Permit # (s . D04 -196 r Original: CC 1 7 21104 Engineer: Caruso, Turley, Scott Revised: COMMUNITY Contractor: RBI Construction DEVELOPME FIELD DATA (ASTM C31 and C172) Air Temperature: 58 F Actual Mix Proportions: Weather: Partly Cloudy Product: Concrete Supplier Glacier Northwest Ticket Number 621311 Ingredient Coarse Aggregate 3/4" Fine Aggregate Water MixDesign ID : 1945 Fly Ash Sample Temp. ' Initial Storage Entrained Air Cement --Type 18, II (ASTM C1064) Temp. (ASTM C31) (ASTM C231) A/E Admix 69 ° F NR 6.2% Water / Cement Ratio M Slump (ASTM C143)' JSample(s) Rec'd Weight (per cu.yd) 1,859.0 Ibs 1,363.0 Ibs 230.0 Ibs 71.0 Ibs 404.0 Ibs 3.8 Oz 0.454 6" 11 - -04 lRequired Strength 3000 psi @ 28 days Placement. Locati and N otes The footings along gridline 1 for the cooler expansion. 7 gallons of water added on site. Sampled at 3:05 pm at 5 yds placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11/11/2004 0 002 _ f _7887 11 /18/2004 7 I L 82910 6� — xi 2 1 16.00 1 28.27 i 2 930 NA ' 11/11/2004 0002 7888 12/9/2004 28 1 1393 0 1. 9 12 [ 28.27 11/11/2004 00 02 1 7889 12/9/2004 28 I '; 11 2815 6 x 12� 6,00 28.27 _ j 3990 NA ' 11/11/2004 000 7890 1 2/9/2004 28 ! 112285 6 x 1 2 I f .00l, 1_ 7q NA ' Remark: Inspector(s): Craig Kuntz Tested by: Will Gallington Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Dennis Sanborn Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form $150, Rev 3, 7.0 "W.. :k.. :... . +..i '; C: ts,':': tibki :,).r.L.;.:o:'�s�".,:✓iik:> �: +'?eSJiu,WA�:�i:tbi. ,.+� •,� , _ � Z +-w UO CO =. H- (0 LL WO �- LLj CO) d = W Z �... H O Z W U� O� o Ir WW Ir— u- O ui Z U= O Z MAYES TESTING ENGINEERS, INC '•`.''��(, ;'»; +„h� ;�'f�'L? .ij;d;u;; �Fru�; yid $' *;;[1:,51T,�t3 „ "'� CONCRETE LAB( Project : Bahama Breeze Site Address: 15700 Southcenter Parkway Tukwila,WA Client: Bahama Breeze Engineer: Caruso, Turley, Scott Contractor: RBI Construction P0 000 REP Z, O� Project No: F MFj 4225 Issued on: 11 -24 -04 Permit # (s): D04 -196 Original: Revised: ❑ Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 rax 253.584.3707 1AF FIELD DATA (ASTM C31 and C172) Air Temperature: 55 F Weather: Overcast Product Concrete Supplier Glacier Northwest Ticket Number 588863 MixDesign ID: 194 Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 64 ° F NR % Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,861.0 Ibs Fine Aggregate 1,371.0 Ibs Water 229.8 Ibs Fly Ash 70.8 Ibs Cement —Type I & II 398.3 Ibs A/E Admix 3.0 Oz Water / Cement Ratio: Slump (ASTM C143) ' Sample(s) Redd 0.490 4 1/4” 11 -17 -04 Required Strength (f c): 3000 psi @ 28 days Placement Location and Notes l Extension of dumpster area on southeast corner of building. 10 gallons of water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11/16/2004 0003 �? 7946 11 /2 3/2004 7 j [_38340 _ T 4 x 8 _; � 4.00 ( 12.57 ' 3050 ] NA 7 ' 11/16/2004 0003 7947 - 2/1 28 _ ;[ - -- 4 x 8 _J�_ — .�� `._ ....._- '...._.___. J F NA 11/16/2004: 0 003 7 4 8 12/14 28 ' �— 11116/2004 0 003 L 794 1 2/14/200 4 28 4 x 8 - ' NA Remark: Inspector(s): Jaimie Gordon . - Tested by: Will Gallington Reviewed by: _ 1 '6( ennis Sanborn NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Actual Mix Proportions: Z W 00 U) 0 w= J � Nw WO �Q N� = a �W Z F- f O Z t-- w W U� ON 0 �_ WW LO .Z w U- O Z MAYES TESTING ENGINEERS, INC. MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, Tukwila, WA PERMIT NO: D04 -196 Page 6 Everett Off/ce 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for special inspection of structural epoxy and concrete placement. The slab was extended for new dumpster area on southeast corner of building. Smooth reinforcing bars were epoxied into the existing slab with the end lubricated into new concrete. Unitex Pro Epoxy 300 was used, but no expiration date was available. The depth of the holes was verified, and they were brushed and blown clean per manufacturer's instructions prior to epoxy placement. The remaining reinforcing steel for slab was verified for size, grade, and placement and conformed to the approved plan. Monitored the placement of 4 cubic yards of Glacier Northwest Concrete Mix #1945 (3,000 psi) into the above location by chute with mechanical consolidation. Sampled the concrete at 11:45 am from 4 of 4 cubic yards with a temperature of 64 °F and slump 4 '/ "; and cast one set of four, 4 x 8" cylinders for strength verification. To the best of our knowledge, items inspected are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: ,�0 Dennis Sanborn, Branch Manager cc: Allen Miller, Caruso, Turley, Scott Neal Knaipe, D1 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila ar,:.,y� r , i. , ..Ni >;i4!.L' - J hrxi;+ a: 7; t' slti''+ 4+ i.. s. �L .rt':i. >u. Z }_- Z a , W JU UO W= CO U_ WO LLQ CO) = �W Z� F= O Z� W U� o C0 OH_ WW s F- ►Ur- �—` O w Z U O Z 111�CF/ Owner: Architect: Bahama Breeze DP3 Architects . vFo Engineer: Caruso, Turley, Scott •• NO � ' 9 20N Contractor: RBI Construction o Co 9 CCPM �E Date: 11 -16 -04 T Weather: Overcast Inspection: Reinforced Concrete and Epoxy Dowels Samples: (4) 4 x 8" Everett Off/ce 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site for special inspection of structural epoxy and concrete placement. The slab was extended for new dumpster area on southeast corner of building. Smooth reinforcing bars were epoxied into the existing slab with the end lubricated into new concrete. Unitex Pro Epoxy 300 was used, but no expiration date was available. The depth of the holes was verified, and they were brushed and blown clean per manufacturer's instructions prior to epoxy placement. The remaining reinforcing steel for slab was verified for size, grade, and placement and conformed to the approved plan. Monitored the placement of 4 cubic yards of Glacier Northwest Concrete Mix #1945 (3,000 psi) into the above location by chute with mechanical consolidation. Sampled the concrete at 11:45 am from 4 of 4 cubic yards with a temperature of 64 °F and slump 4 '/ "; and cast one set of four, 4 x 8" cylinders for strength verification. To the best of our knowledge, items inspected are in accordance with approved plans and specifications. INSPECTOR: Jaimie Gordon Reviewed by: ,�0 Dennis Sanborn, Branch Manager cc: Allen Miller, Caruso, Turley, Scott Neal Knaipe, D1 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila ar,:.,y� r , i. , ..Ni >;i4!.L' - J hrxi;+ a: 7; t' slti''+ 4+ i.. s. �L .rt':i. >u. Z }_- Z a , W JU UO W= CO U_ WO LLQ CO) = �W Z� F= O Z� W U� o C0 OH_ WW s F- ►Ur- �—` O w Z U O Z MAYES TESTING ENGINEERS, INC. WUM MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, Tukwila, WA PERMIT NO: D04 -196► Page 5 Owner: Bahama Breeze Architect: DP3 Architects Engineer: Caruso, Turley, Scott Contractor: RBI Construction Date: 11 -11 -04 Weather: Partly Cloudy Inspection: Structural Masonry and Reinforced Concrete Samples: (4) 6 x 12" Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 C Portland Office 701-1 KIC N /1�OSuto 190 33rd Drive 0� Portland, OR 97211 CO �0o ph 503.281.7515 A 7T fax 503.281.7579 F NT MTE inspector arrived on site and performed structural masonry grouting inspection of the 8" CMU walls for the dumpster area from 4 -8'. Reinforcement appeared per plans. The contractor used Design Mix Type 'S' mortar. The grout was Design Mix course grout in 80 pound bags, mixed to a flowable consistency. The grout was reconsolidated by puddling. No samples were collected. Performed reinforced concrete inspection for the footing along gridline 1. Reinforcement appeared per plans. The contractor placed 5 cubic yards of Glacier Northwest Concrete Mix #1945 (3,000 psi) into the above location by truck chute with mechanical consolidation. Sampled the concrete with a temperature of 69 °F, slump 6 ", ambient temperature 58 °F and air entrainment 6.2 %; and cast one set of four, 6 x 12' cylinders for strength verification. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Craig Kuntz Reviewed by: Dennis Sanborn, Branch Manager cc: Allen Miller, Caruso, Turley, Scott Neal Knaipe, DP3 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila _ ZZ W � D UQ W = F- (D LL w O. U- = C1 F w Z li— O Z E- w W U O N .0 E- wW U.� �0 .Z W U= o F- Z 1 �. MAYES TESTING ENGINEERS, INC. MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, Tukwila, WA PERMIT NO: D04 -196 Page 4 Owner: Bahama Breeze Architect: DP3 Architects Engineer: Caruso, Turley, Scott Contractor: RBI Construction Date: 11 -11 -04 Weather: Overcast Inspection: Reinforced Masonry Samples: N/A AlQV .0, 41 <OpM �NT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform reinforced masonry inspection for the loading dock extension walls 04. Resteel was inspected and found per plans after minor corrections. Monitored the mixing and placement of Design Mix grout. The grout was batched with clean water and mixed per the manufacturer's recommendation. Grout was placed by bucket and consolidated and reconsolidated by puddling. All was found per plans. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Dennis Sanborn Reviewed by: cc: Allen Miller, Caruso, Turley, Scott Neal Knaipe, D1 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila 46k Dennis Sanborn, Branch Manager Z Z Q W W� U0 w� CO W Wo te a' U. = a F .. W Z F- zo �5 U� o N. W U- 0 ll l Z U= Z MAYES TESTING ENGINEERS, INC. MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, Tukwila, WA PERMIT NO: D04 -196 W Page 3 R Fc Owner: Bahama Breeze � Architect: DP3 Architects Ivok Engineer: Caruso, Turley, Scott e ?q Contractor: RBI Construction Qp,* Ac.N�r�?% Date: 11 -10 -04 MFNr Weather: Cloudy Inspection: Epoxy Samples: N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and monitored the epoxy anchorage of 1'6" #5 dowels placed at existing footings per Detail 7/S2.1. The contractor drilled 3 /4" diameter holes with the minimum 6" embedment depth. Holes were cleaned properly. Simpson Set ET22, ICBO #4945 epoxy was used per manufacturer's recommendations. The contractor plans to contact the engineer to verify that the epoxy brands used on site are acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Cheri Willlett Reviewed by: Dennis Sanborn, Branch Manager cc: Allen Miller, Caruso, Turley, Scott Neal Knaipe, DP3 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila Z Z W 2 UQ W = S2 LL w I n = �w Z� F- o Z w v o co o F-. W W U- O ..Z UN F- z MAYES TESTING ENGINEERS, INC ?d :`��} ;.c: �•� 'J'f:r^•F':: -f'� •.2 n:.lr :, : �i�'i�.�:aSY:�.�rls 1 A�. �:faf CONCRETE LAB0B9fiM@M T REPORT Project : Bahama Breeze Site Address: 15700 Southcenter Parkway Tukwila,WA Client: Bahama Breeze Nov � 9 200 D�lOMF r Project No: T4225 Issued on: 11 -22 -04 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ply 253.584.3720 fax 253.584.3707 Permit # (s): D04 -196( Original: � D Engineer: Caruso, Turley, Scott Revised ❑ Contractor: RBI Construction FIELD DATA (ASTM C31 and C172) Air Temperature: 58 F Actual :Mix Proportions: Weather: Partly Cloudy Product Concrete Ingredient Weight (per cu.yd) Supplier Glacier Northwest Coarse Aggregate 3i4" 1,859.0 Ibs Ticket Number 621311 Fine Aggregate 1,363.0 Ibs Water 230.0 Ibs MixDesign ID 1945 Fly Ash - 71.0 Ibs Sample Temp. ' Initial Entrained Air Cement- -Type I & II 404.0 Ibs (ASTM C1064) Temp. (ASTM C31) (ASTM C231) A/E Admix 3.8 Oz 69 ° F NR 6.2% Water / Cement Ratio: i Slump (ASTM Samples) Ri d 0.484 6 11 -12 -04 lRequired S trength (fc)1 3000 Psi @ 28 days Placement Location and Notes The footings along gridline 1 for the cooler expansion. 7 gallons of water added on site. Sampled at 3:05 pm at 5 yds placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11/11/2004 ` 0002 _ [ 7887 _[11 /18 /2004 ___ _1i _ 82910 6 x 12 [ 6.00 �� . 28.27 i'_2930 NA ' 11/11/2004 00 1 _ 7 88 8 1219/2004 1 28 �� - 6 x 12 7 11/11/2004 0002 4 7889 12/ 9/2004 1 6 X 12 11/11/2004 0002 i. 7890 12/9/ A Remark: Inspector(s): Craig Kuntz Tested by: Will Gallington Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Dennis Sanborn Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150. Rev 3, 7.0 ,�Z..CdvrSa i,a, �r�lf ? .ltf a: v, ..�...ut ?u�?2inar'irL�2+�: ^k aC. �kl7.'i'%".t`f�•@+$' Y' =.5. ;kiiL ``.i i.. :�a�t'.i %i:1+L' &'.Xts` 'lt`.. k.^ 4i( ti, e:'w`.i!- Gi.w+i�'.st'ti4a:Y:it. si�`rp'c+, l...iS.+i::::i.ti. Z �Z �W 2 0 UQ N CO) LLJ WX I•- to LL WO LL N� = F_ W Z H H O Z W U13 O N o I.- WW F_ LL O .• Z W U? H F-- O Z MAYES TESTING ENGINEERS, INC. 11 -9 -04 Weather: MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, Tukwila, WA PERMIT NO: Page 2 Owner: Bahama Breeze z Architect: DP3 Architects Engineer: Caruso, Turley, Scott Contractor: RBI Construction Date: 11 -9 -04 Weather: Cloudy /Calm Inspection: Reinforced Concrete Samples: (4) 6 x 12" D L M �ryT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site and performed preliminary and final resteel inspections for the masonry screen wall footing at dumpster. All the resteel appeared to be as per or within reasonable agreement of the plans upon correction of the contractor informed discrepancies. The contractor placed approximately 4 cubic yards of Glacier Northwest Concrete Mix #1945 (3,000 psi) into the above location by truck chute with mechanical consolidation. Sampled the concrete with at temperature of 65 °F, slump 6 ", and entrained air 1.5 %; and cast one set of four, 6 x 12" cylinders for strength verification. NOTE: The 6" measured slump exceeded the maximum specified slump by 1" (4" ± 1") without the contractor using any water (8.8 gallons allowed on site by mix design) on site to the load. PRELIMINARY: See the above noted item for slump exceeding this specified value. INSPECTOR: Dan Romel ` Reviewed by: Dennis Sanborn, Branch Manager cc: Allen Miller, Caruso, Turley, Scott Neal Knalpe, DP3 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila Z Z W UO CO H DU. w �-j LL j Cl)d = w Z� �- O Z U� ON o f- wW F- u- O W Z U= ~ O Z RECEIVE MAYES TESTING ENGINEERS, INC NOV 2 2 2004 4r' VwWf. 40 COMMUN17Y DEVELOPMENT CONCRETE LABORATORY TEST REPORT Project : Bahama Breeze Project No: T4225 Site Address: 15700 Southcenter Parkway Issued on: 11 -17 -04 Tukwila,WA Permit # (s): D04 -196 Client: Bahama Breeze Original: R Engineer: Caruso, Turley, Scott Revised ❑ Contractor: RBI Construction Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Air Temperature: 55 F Weather:. Cloudy Product: Concrete Supplier Glacier Northwest FIELD DATA (ASTM C31 and C172) Actual i Mix Proportions: Ticket Number 621094 WxDesign ID 1945 Sample Temp. Initial Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 65 ° F NR 1.5% Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement -Type I & II Daravair Weight (per cu.yd) 1,831.0 Ibs 1,362.0 Ibs 213.0 Ibs 68.0 Ibs 400.0 Ibs 3.5 Oz Water / Cement Ratio: . I Slump (ASTM d1 - 4 - 3 - ) ' - 'J Samples R d I_ 0.455 _ ^_ 6 11 -10 -04 Re= d Strength (fc) :1 3000 Psi @ 28 days Placement Location and Notes Masonry screen wall footing at dumpster. Sampled at 1:15 pm at 2 yds of 4 yds placed. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 11/9/2004 000 i 7823 11/16/2004 7 ]� 99 j =X1 x 12 �i_6.00! f._? (_._3520 NA ' --- — - — 11/9/2004 0001 1 4 2/ 7/2004 J 28 Jr ^- 11/9/2004 0 001 _i 782 12/7/2004 28 I= _ __ 11 /9/2004 6 12/7/2 0001 7824 �2� '' -� ��; C — - -- - 1_�i.._..._._... -- .._ 1. x 1.. Remark: Inspector(s): Dan Romel Tested by: Will Gallington Reviewed by: Dennis Sanborn Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc, MTE Form #150, Rev 3, 7.0 �,,;.:_ .,.,.. •' . �. us.���h, U «.4ii.. + -w. Z�.t.. � -t�., E..:.,' au:ai4fU{A:,i.;NArT i xu,'uFk:+iLuti� w+;J�CY ;cw 'sX'u'�r xKEI�. \r z.Y.Yawkxi�i+u. >, ii;AL(iN+:av :i>�5:ri�ttu aJt 4:1a's. - v' ' rn1.+Y44.[ir'CS Z z �W o No co 111 J = H NLL WO LQ = a �W Z F- H O Z �5 U� ON o�-- W W F- H �- O Z U= O Z MAYES TESTING ENGINEERS, INC 10029 S. Tacoma Way, Suite E -2 Ph 253 - 584 -3720 '1f NQ`j Tacoma, WA 98499 Fax 253 - 584 -3707 08 � ���Mop N, '9% DATE: 11/3/2004 CLIENT: Bahama Breeze 2046 NE Fargo Court, Camas, WA, 986 REPORT STATUS: PROJECT: Bahama Breeze PROJECT # T4225 Original 21 LAB. # T40351 Amended ❑ SAMPLE DESCRIPTION: Mix of in place soil & gravel Date Sample Received: 11/1/2004 TEST RESULTS: Proctor Analysis (ASTM D698 & D1557) See attached analysis sheets. 1 i E Tested By: Gary Byrne Reviewed By: Date Tested: 11/2/2004 r Dennis Sanborn, Branch Manager Information in this report applies only to the actual samples tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. .• 4! 114 I' .a .J.'_, +K`, ,E3 ; 1. ac < Mxs' :� Wiu i k„ �4� '.;�r.�:;:air':65k1,"•a�:,�4;.� iu�io • 4�%ir}e.?�b``.a1w� ti+'3:;i .l aGs. i.;. o-:: i. �.` �+. fr.:.:. t3ad. u' 4- ni:.::: Yii �L: t A�; �.; 5dl :+rr4.texw+ti Nusat 'rt,� l:a:.i1��.,iU;+.�(r. -�' + ti. Z �Z W � �U UO ND co UJI NW WO ILLQ ND = �. W z I— ZO W U� O W, Q 1— Ww LL O ui Z U- Z MAYES TESTING ENGINEERS, INC. 10029 S. Tacoma Way, Suite E -2 Ph 253 - 584 -3720 Tacoma, WA 98499 Fax 253.584 -3707 Moisture Density Relationship Test Client: Bahama Breeze 2046 NE Fargo Court, Camas, WA, 98607 Date Tested: 11/2/2004 Project: Bahama Breeze Project Number: T4225 Test Method: ASTM D -1557 Method C / C 1277D 4718 (if need Lab Number: T40351 Wet Preparation X Mechanical X Dry Preparation Hand Tamper Op Date Received: 11/1/2004 Max Source of Sample: In -Situ from site Description of Sample: Mix of in place soil & gravel Zero Void line plotted at Assumed SpG: 2.59 Max. Density Uncorrected: 121.9 Test Results mum Water Content %1 9.2 Steve Anat sts 'Sieve Size Percent Retained 3/4 10% 3/8 32% #4 45% Information in this report applies only to the actual samples tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. lab 40351,xis/111312004 MTE Form # 149, Rev 2, 6/02 Z ~ w DC � D UO (N a CO W CO U- WO J LL W Z F- O Z H W U� ON D F- W W H� u' O Z W CO O Z MAYES TESTING ENGINEERS, INC. MTE NO: T4225 PROJECT: BAHAMA BREEZE Address: 15700 Southcenter Parkway, Tukwila, WA PERMIT NO: D04 -196 Page 1 Owner: Bahama Breeze Architect: DP3 Architects Engineer: Caruso, 'Purley, Scott Contractor: RBI Construction Date: 11 -8 -04 Weather: Overcast Inspection: Epoxy Samples: N/A RF �Fi MOP VFD o C oM s I t 'U'V, MF NT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform resteel and concrete inspection. However, the contractor informed MTE inspector that the concrete was cancelled. Observed epoxy dowelling of the existing footing to the new footing. There were #5 bars called- out in Detail 14/S2.1 and 93) bars on the south side using Unitex Pro -Epoxy 300 Fast epoxy. The epoxy was per ICBO ES Report #5000. The bars were installed per manufacturer's recommendations and Sheet S2.1, Detail #14. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Craig Kuntz Reviewed by: cc; Allen Miller, Caruso, Turley, Scott Neal Knaipe, DP3 Architects Bob Lyons, RBI Construction Building Official, City of Tukwila Dennis Sanborn, Branch Manager Z HZ QQ � _3 L) U O W� U) LL w UQ �d =w Z �. �_O Z11­_ w w U� o U o rr wW UO Z. UN .O ~ Z r t� 1 1 I SECTION 09220 — PORTLAND CEMENT PLASTER/STUCCO PART1 GENERAL 1.01 SECTION INCLUDES A. Materials and installation of exterior stucco wall 1.02 RELATED SECTIONS REVIEWED FOR CODE COMPLIANCE APPRO D OCT 2 8 2004 QtY Of ` yk guiLDI DIVISION A. Section 04200: Unit Masonry B. Section 06100: Rough Carpentry ,, . cbAliio C. Section 07620: Sheet Metal Flashing and Trim D. Section 07920: Sealants and Caulking 1.03 REFERENCED DOCUMENTS A. ASTM Standards: 1. A 641 Standard Specification for Zinc - Coated (Galvanized ) Carbon Steel Wire l 2. A 653 Specification for Sheet Steel Zinc coated (Galvanized) by the Hot -Dip Process, Commercial Quality I 3. B 69 Specification for Roller Zinc 4. C 847 Standard Specification for Metal Lath 5. C 897 Standard Specification for Aggregate for Job -Mixed Portland Cement -Based Plasters 8. C 1032 Standard Specification for Woven Wire Plaster Base I 9. C 1063 Standard Specification for Installation of Lathing and Furring for Portland Cement Plaster 10. D 226 Standard Specification for Asphalt- Saturated Organic Felt Used in Roofing and Waterproofing RECEIVED ? rITY OF TI IKWII A B. APA Engineered Wood Association OCT 2 7 2004 1. E 30 Residential and Commercial Construction Guide PERMIT CENTER C. EIMA (EIFS Industry Members Association) j 1. EIMA Guideline Specification for Expanded Polystyrene (EPS) Insulation Board f 9 D. Gypsum Association i 1. GA -253 Application of Gypsum Sheathing E. ICBO ES (International Conference of Building Officials Evaluation Service) 1. (AC 11) Acceptance Criteria for Cementitious Exterior Wall Coatings i 1.04 DESIGN REQUIREMENTS f­ t:: ; F? . A. Structural (wind and axial loads) '��� U 10 J LlkMcca�AeL :;ren. yr, yJ 1. Design for maximum allowable deflection, normal to the plane of the wall, BAHAMA BREEZE CITY, STATE PORTLAND CEMENT PLASTER/STUCCO Z ~ w 5 UO to o co W J = 1--- U) LL w �Ei LL Q �D = �. w z H- O Z F_ w w �o U O� o�_ W W LL W Z U= P F- z of U360 B. 2. Design for wind load in conformance with code requirements. Consult applicable code compliance report. Moisture Control 1. Prevent the accumulation of water into or behind the stucco, either by condensation or leakage into the wall construction, in the design and detailing of the wall assembly. a b. C. e Provide corrosion resistant flashing to direct water to the exterior where it is likely to penetrate components in the wall assembly, including, above window and door heads, beneath window and door sills, at roof /wall intersections, decks, abutments of lower walls with higher walls, above projecting features, and at the base of the wall. Air Leakage Prevention — prevent excess air leakage in the design and detailing of the wall assembly. Provide continuity between air barrier components in the wall assembly. Vapor Diffusion and Condensation -- perform a dew point analysis of the wall assembly to determine the potential for accumulation of moisture in the wall assembly as a result of water vapor diffusion and condensation. Adjust insulation thickness and/or other wall assembly components accordingly to minimize the risk of condensation. Avoid the use of vapor retarders on the interior side of the wall in warm, humid climates. On framed wall construction provide a code compliant moisture barrier over sheathing. Note: building codes vary with respect to the type moisture barrier required and the number of layers. For example, the Uniform Building Code (UBC) requires two layers of Type 1 Grade D building paper over wood -based sheathings. Check the applicable code and code compliance report for the appropriate type. Protect sills of rough openings with barrier membrane. Where casing bead is used back -to -back at expansion joints, back joints with barrier membrane. Refer to Sto details. C. Grade Condition 1. Provide minimum 4 inch (100 mm) clearance above earth grade, minimum 2 inch (51 mm) clearance above finished grade (pavers /sidewalk). E. Joints 1. Provide two piece expansion joints in the stucco system where building movement is anticipated: at joints in the substrate or supporting construction, where the system is to be installed over dissimilar construction or substrates, at changes in building height, at floor lines, at columns and cantilevered areas. Provide one piece expansion joints every 144 ft` (13 m *. Cut and wire tie lath to the expansion joint accessory so lath is discontinuous beneath the accessory. Do not exceed length to width ratio of 2 -1/2:1 in expansion joint layout and do not exceed more than 18 feet (5.5 m) in any direction without an expansion joint. Where casing bead is used back -to -back as the expansion joint, back the joint with barrier membrane. 2. Provide one piece expansion joints at through wall penetrations, for example, above and below doors or windows. z Z �w 2 D 0 Co D J � Co U_ w LL? co a =w z� HO zE_ UJ� �D U ON D I_ W W LL F- — O .. Z U= O E. Z 3. Provide minimum 3/8 inch (9 mm) wide joints where the system abuts windows, doors and other through wall p enetrations. 4. Provide appropriate accessories at stucco terminations and joints. 5. Provide appropriate sealant at stucco terminations. �!.... BAH MA BREEZE PORTLAND CEMENT PLASTER/STUCCO 09220 -2 NS .,„, ✓ x.. n, r'%.n;.. rw. vu5?! 1t: ` -q.�s; wrcw. 6. Indicate location of joints, accessories and accessory type on architectural drawings. G. Solid Substrates 1. Provide surface plane tolerance not to exceed' /. inch in 10 feet (6 mm in 3.0 m). 2. Concrete Masonry— provide open texture concrete masonry units with flush joints. H. Stucco Thickness: General 1. Direct Application to Concrete or Concrete Masonry: stucco thickness shall not exceed %2 inch (13 mm) applied in one or two coats. 2. Application to Metal Plaster Bases: a. Galvanized diamond mesh metal lath: i. 1.75 lb/yd' (1 kg/m stucco thickness shall be 1 /z inch (13 mm) applied in one or two coats. ii. Minimum 2.5 Ib /yd (1.4 kg/m stucco thickness shall be Y2 inch (13 mm) thickness applied in one or two coats. 3. Thickness shall be uniform throughout the wall area. 1.05 PERFORMANCE REQUIREMENTS A. Sto Powerwall Stucco i i i TEST METH CRITERIA RESULT Accelerated Weathering ASTM G 26 2000 hours No chalking, cracking, checking, crazing, or erosion Freeze -Thaw ICBO AC 11 10 cycles No cracking, checking or crazing Surface Burning ASTM E 84 Flame spread of less Flame Spread: < 5 than 25, Smoke Developed of Smoke Developed: < 10 less than 450 Fire Resistance ASTM E 119 One hour fire resistive Pass, refer to rating SBCCI PST & ESI Report No. 9838B and ICBO ES Report No. 3899 for listed assemblies Wind Loads ASTM E 330 Allowable design Refer to SBCCI PST & pressure ESI Report No. 9838B for assemblies 1.06 SUBMITTALS A. Manufacturer's specifications, details, installation instructions and product data. BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO CITY, STATE 09220 -3 ... +' y` pnh"% Y. ti• yeq�s a S b� .f+%f',S.?!5 +'.4`�iI'An � Yl.��1.�1 i�„t'"'�•,.� I Z `~ w JU 00 (/) W = F- U) L w LL = a �W r z 1- O Z �- w w U� ON (31– W Lu LL O Z W U= O Z B. Manufacturer's code compliance report. C. Manufacturer's standard warranty. D. Samples for approval as directed by architect or owner. Z =H E. Prepare and submit project - specific details (when required by contract documents). F. A list of minimum five (5) job references. 0 1.07 QUALITY ASSURANCE 00 N A. Manufacturer requirements J = 1- N U� w 0 1. Stucco products manufacturer for a minimum of twenty (20) years. 2. Stucco finish products manufactured under ISO 9001 Quality System. B. Contractor requirements U- = 0 1. Licensed, insured and engaged in application of portland cement stucco for a minimum of �w Z i-- ten (10) years. z O 2. Knowledgeable in the proper use and handling of Sto materials. w w 3. Employ skilled mechanics who are experienced and knowledgeable in portland cement stucco application, and familiar with the requirements of the specified work. v W 4. Successful completion of minimum of ten (10) projects of similar size and complexity to the — specified project. 0 E-- - 5. Provide the proper equipment, manpower and supervision on the job site to install the i v system in compliance with Sto's published specifications and details and the project plans ~ and specifications. LL O 6. Installation Contractor shall have been trained by the system manufacturer in the proper ui Z application of its system. v = O C. Inspections Z 1. Conduct inspections in accordance with code requirements and contract documents. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver all materials in their original sealed containers bearing manufacturer's name and identification of product. B. Protect coatings (pail products) from freezing and temperatures in excess of 90 °F (32° C). Store away from direct sunlight. C. Protect Portland cement based materials (bag products) from moisture and humidity. Store under cover off the ground in a dry location. 1.09 PROJECT /SITE CONDITIONS A. Maintain ambient and surface temperatures above 40 °F (4 °C) during application and for 24 hours after set of stucco. B. Provide supplementary heat for installation in temperatures less than 40 °F (4 °C) such that temperatures are maintained as in 1.09A. Prevent concentration of heat on uncured stucco and vent fumes and other products of combustion to the outside to prevent contact with stucco. BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO 09220 -4 CITY, STATE C. Prevent uneven or excessive evaporation of moisture from stucco during hot, dry or windy weather. For installation under any of these conditions provide special measures to properly moist cure the stucco. D. Provide protection of surrounding areas and adjacent surfaces from application of materials. 1.10 COORDINATION /SCHEDULING A. Provide minimum 28 day cure of concrete and concrete masonry units before the installation of stucco. B. For load bearing concrete masonry and stud wall assemblies, commence the stucco installation after completion of all floor, roof construction and other construction that imposes dead loads on the walls to prevent excessive deflection (and potential cracking) of the stucco. C. Sequence interior work such as drywall installation prior to stucco installation to prevent stud distortion (and potential cracking) of the stucco. D. Provide site grading such that the stucco terminates above earth grade minimum 4 inches (100 mm) and above finished grade (pavers /sidewalk) minimum 2 inches (51 mm). Provide increased clearance in freeze /thaw climate zones. E. Provide protection of rough openings before installing windows, doors, and other penetrations through the wall and provide sill flashing. Coordinate installation of moisture barrier with window and door installation to provide weather proofing of the structure and to prevent moisture infiltration and excess air infiltration. F. Install window and door head flashing immediately after windows and doors are installed. G. Install diverter flashings wherever water can enter the wall assembly to direct water to the exterior. H. Install copings and sealant immediately after installation of the stucco and when finish coatings are dry. I. Attach penetrations through stucco to structural support and provide water tight seal at penetrations. 1.11 WARRANTY A. Provide manufacturer's standard warranty to cover defects in fibered stucco, primer, and finish coats for a period of three years. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Sto Corp or approved equal. B. Provide stucco, primer and finish from single source manufacturer. 2.02 SURFACE PREPARATION) A. Sto Bonding Agent -- acrylic bonding agent for brush or roller application to prepared masonry surfaces. BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO 09220 -5 CITY, STATE z ;= z �w a 2 JU UO N CO UJ J = CO U_ w 9-1 U_ co = �w Z F- F_ O Z I_ W UJ U� ON 0H wW H� u. O ..Z w CO P �. 0 Z 2.03 MOISTURE BARRIER A. Minimum two (2) layers 15 Ib /100 ft' (0.683 kg/m vapor permeable asphalt saturated felt in compliance with ASTM D 226 or equal. 2.04 LATH (supplied by others; select one depending on type construction and refer to applicable code report for specific assemblies listed with woven wire fabric and 1.75 lb/yd' (1 kg/ml) meta lath.) A. Minimum 2.5 lb./yd' (1.4 kg/m self- furred galvanized steel diamond mesh metal lath in z w compliance with ASTM C 847. 2 �0 2.05 MECHANICAL FASTENERS v o A. Appropriate non - corroding fasteners, depending on the type framing or substrate: J 1. Wood Framing -- minimum 11 gauge, 7/16 inch (11 mm) diameter head galvanized roofing CO W w 0 nails with minimum'/. inch (19mm) penetration into studs or minimum #8 Type S wafer head fully threaded corrosion resistant screws with minimum' /, inch (19 mm) penetration Q into studs. co :D =d B. Tie Wire -18 gauge galvanized and annealed low- carbon steel in compliance with ASTM A _ 641 with Class I coating. ? �- 2.06 ACCESSORIES t– 0 w w A. Weep screed, casing bead, corner bead, corner lath, expansion and control joint accessories. v N All accessories shall meet the requirements of ASTM C 1063 and its referenced documents: 0 1. Galvanized metal in compliance with ASTM A 653 with G60 coating. w v B. All accessories shall have perforated or expanded flanges and shall be designed with grounds u O , , z for the specified thickness of stucco. v N s 2.07 JOB MIXED INGREDIENTS p �' z A. Water —clean and potable. B. Clean, well graded sand free of deleterious materials in compliance with ASTM C 897. C. Stucco Admixture 1. Sto Bonding Agent—acrylic admixture for Sto Powerwall Stucco. 2.08 STUCCO A. Sto Powerwall Acrylic Modified Stucco — acrylic - modified, factory proportioned, fiber reinforced portland cement based stucco, field mixed with graded sand (ASTM C 897), water and Sto Bonding Agent. 2.10 PRIMER A. Sto Primer — acrylic based tinted primer. 2.11 FINISH COAT (select one from among the Sto textured wall finish products) BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO 09220 -6 CITY, STATE A. Sto Powerflex Silso silicone enhanced textured wall finish. Finish and color as indicated on the Drawings. 2.12 MIXING A. Sto Bonding Agent—no mixing required when used as a bonding agent. Shake sealed container before use to a homogeneous consistency. B. Sto Powerwall° Acrylic Modified Stucco -- dilute Sto Bonding Agent with 3 parts water to one part Sto Bonding Agent by volume by adding clean, potable water to Sto Bonding Agent in a clean mixing pail and mixing with a high speed electric drill mixer. Follow normal mix ratio and procedures for mixing Sto Powerwall Stucco (2.128 or C), except use diluted Sto Bonding Agent in lieu of water. C. Primer - -mix with a clean, rust-free high speed mixer to a uniform consistency. D. Finish --mix with a clean, rust -free high speed mixer to a uniform consistency. A small amount of water may be added to adjust workability. Limit addition of water to amount needed to achieve the finish texture. E. Mix only as much material as can readily be used. F. Do not use anti - freeze compounds or other additives. PART 3 EXECUTION 3.01 ACCEPTABLE INSTALLERS A. Pre - qualify under Quality Assurance requirements of this specification (section 1.07.8). 3.02 EXAMINATION A. Inspect surfaces for: 1. Contamination — algae, chalkiness, dirt, dust, efflorescence, form oil, fungus, grease, laitance, mildew or other foreign substances. 2. Surface absorption and chalkiness. 3. Cracks — measure crack width and record location of cracks. 4. Damage and deterioration. 5. Moisture damage — record any areas of moisture damage. B. Inspect sheathing application for compliance with applicable requirement: 1. Exterior Grade and Exposure 1 wood based sheathing —APA Engineered Wood Association E 30. 2. Wood -based sheathing must be gapped 118 inch (3mm) at edge and end joints to prevent cracking in the stucco. C. Report deviations from the requirements of project specifications or other conditions that might adversely affect the stucco installation to the General Contractor. 3.03 SURFACE PREPARATION A. Concrete Masonry Units 1. Remove projecting joint mortar so it is even with the plane of the wall. Remove surface contaminants such as efflorescence, existing paint or any other bond inhibiting material by BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO 09220 -7 CITY, STATE S " 4�� j4' Y�± n.SY^�YF�Efa�;r�A'Y.�+MPW.�•k�� �.�..�{:..��}. �.1�i� i ���� ,�,'3X. z Z o: 2 D 00 (n o co W �_ N LL w U_ Q CJ) = �w z H F— 0 Z F_ W W U ON 0 F_ W U_ O Z w U= O Z sandblasting, waterblasting, wire brushing, chipping or other appropriate means. Pre - moisten the surface with water just prior to placement of stucco, or apply one uniform coat of bonding agent by brush or roller. B. Exterior or Exposure 1 wood -based sheathing (plywood and OSB (Oriented Strand Board]): 1. Verify installation of sheathing in compliance with applicable requirement. z z 2. Protect the substrate with a moisture barrier as required by the applicable code and W install lath and accessories as in 3.04 131 -136. 2 3. Wood -based sheathing must be gapped 1/8 inch (3mm) at edge and end joints to prevent v cracking in the stucco). 0 0 CO D 3.04 INSTALLATION co H After satisfactory inspection of surfaces and correction of any deviations from specification W O requirements commence the stucco installation. A. Installation over cast -in -place concrete or concrete masonry units: u_ j a 1. Install foundation weep screed at the base of the wall. W z 2. Install casing beads at stucco terminations — doors, windows and other through wall f.. 0 penetrations. Install two piece expansion joints (or back -to -back casing beads) at joints in w � the supporting construction, building expansion joints, where the stucco is to be installed over dissimilar construction or substrates, at changes in building height, at floor lines, v o columns, and cantilevered areas. Install one piece expansion joints at corners of 0 N windows, doors and similar through wall penetrations, and every 250 ft (23 m Install o H corner bead at outside corners and corner lath at inside corners. Install full accessory = W pieces where possible and avoid small pieces. Seal adjoining pieces by embedding ends E- F V — in sealant. Abut horizontal into vertical joint accessories. Attach at no more than 7 inches u 0 (178 mm) on center into concrete /masonry with appropriate fasteners. iii z 3. Pre - moisten concrete masonry units and absorbent concrete prior to the placement of 0 C 0 stucco (unless bonding agent has been applied to the CMU surface). 4. Scratch Coat: apply the stucco with sufficient pressure to ensure intimate contact with the substrate and complete coverage to an approximate thickness of 1/4 inch (6 mm). Score the stucco upon completion of each panel in preparation for a second coat. Score horizontally. 5. Brown Coat: as soon as the first coat is firm enough to receive the second coat without damage, apply the second coat. Alternatively, moist cure the first coat up to 48 hours and dampen the scratched surface with water immediately before applying the second coat. Apply the second coat with sufficient pressure to ensure intimate contact with the first coat to an approximate thickness of 1/8 or 1/4 inch (3 or 6 mm) and as needed to bring the stucco to the desired thickness. Use a rod or straight edge to bring the surface to a true, even plane. Fill depressions in plane with stucco. Final thickness of stucco shall not exceed Y2 inch (13 mm). 6. After the stucco has lost sufficient moisture so that the surface sheen has disappeared, float the surface lightly with a darby or wood float to densify the surface and to provide a smooth, even surface. Float before the stucco becomes so rigid that it cannot be moved beneath the float. 7. Moist cure after the stucco has set by lightly fogging the surface for at least 48 hours. Fog as frequently as required during the 48 hour period to prevent loss of moisture from BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO 09220 -8 CITY, STATE iw. r�+di ... . . M S. dA'.}'{ 7x! t•. t• rrt.,, t. M , �tre+ m�u:,, r.,_ n. < �r, r-. m+ ny....... �:: w:. 4:. �...... tL: �... ..- e.,........«....�.........�» ,- m.��.HV�r.•riw SX"ha:m�F}�. s"i'i�14 'A'7fiVR' 4'.�'tl�Nq I' the stucco. Avoid eroding the stucco surface with excess moisture. If relative humidity exceeds 75% the frequency of moist - curing can be diminished. B. Installation over frame construction with sheathing: 1. Weep Screed Installation Q a. Install foundation weep screed at the base of the wall securely to framing with the ~w W appropriate fastener. Locate foundation weep screed so that it overlaps the joint n between the foundation and framing by a minimum of 1 inch (25 mm). Locate the foundation weep screed minimum 4 inches (100 mm) above earth grade, 2 inches (51 � o mm) above finished grade (paved surfaces, for example). w = J � 2. Weather Protection c_n _ W o a. Protect sills of rough openings with barrier membrane. J b. Apply moisture barrier in compliance with the applicable building code. Wrap paper (D D into rough opening and lap over barrier membrane at jambs. Lap paper over = 0 foundation weep screed attachment flange and window /door head flashings. Refer to _ Sto Details. ? F- I- O 3. Casing Bead and Expansion Joint Installation W a. Install casing beads at stucco terminations — doors, windows and other through v N wall penetrations. Install expansion joints (or back -to -back casing beads) at building p expansion joints, where the stucco is to be installed over dissimilar construction or w — substrates, at changes in building height, at floor lines, columns, and cantilevered Install = v F_ areas. one piece expansion joints at corners of windows, doors, and similar I— through wall penetrations, and every 144 ft (13 mz). Install full accessory pieces , z where possible and avoid small pieces. Seal adjoining pieces by embedding ends in Abut horizontal into w co H z sealant. vertical joint accessories. Attach at no more than 7 ~ inches (178 mm) into framing with appropriate fasteners. z Note: refer to architectural drawings for joint locations and accessory type. Moisture protection must be continuous behind joints and accessories. 4. Lath Installation a. Diamond Mesh Metal Lath i). General -- install metal lath with the long dimension at right angles to structural framing. Terminate lath at expansion joints. Do no install continuously beneath joints. ii). Seams /Overlaps -- overlap side seams minimum 1/2 inch (13 mm) and end seams minimum 1 inch (25 mm). Stagger end seams. Overlap casing beads and expansion joints minimum 1 inch (25 mm) over narrow wing accessories, minimum 2 inches (51 mm) over expanded flange accessories. Do not install lath continuously beneath expansion joints. iii). Attachment -- fasten securely through sheathing into structural framing at 7 inches (178 mm) on center maximum vertically and 16 inches (406 mm) on center horizontally*. Wire tie at no more than 9 inches (225 mm) on center at: side laps, accessory overlaps, and where end laps occur between supports. 5. One Piece Expansion Joint Installation BAHAMA BREEZE PORTLAND CEMENT PLASTERISTUCCO CITY, STATE 09220 -9 r �I I ' a. Install one piece expansion joints over lath at through wall penetrations, for example, above and below doors or windows (unless another type of expansion joint is already provided at these locations or one piece expansion joints are already provided as in 3.04 133a). Install one piece expansion joints over lath every 144 ftZ (13 ml) (unless already provided as in 3.04 83a.). Wire tie one piece expansion joints to lath at no more than 7 inches (178 mm) on center. Make certain lath is discontinuous beneath joints. 6. Inside and Outside Corners a. Install corner lath at inside corners and corner bead at outside corners over lath. Attach through lath into framing at no more than 7 inches (178 mm) on center with appropriate fasteners. 7. Stucco Installation' a. Scratch Coat: apply stucco with sufficient pressure to key into and embed the metal lath. Apply sufficient material, 3/8 -1/2 inch (9- 13mm), to cover the metal lath and to permit scoring the surface. Score the stucco upon completion of each panel in preparation for a second coat. Score horizontally. b. Brown Coat: as soon as the first coat is firm enough to receive the second coat without damage, apply the second coat. Alternatively, moist cure the first coat up to 48 hours and dampen the scratched surface with water immediately before applying the second coat. Apply the second coat with sufficient pressure to ensure intimate contact with the first coat and as needed to bring the stucco to a uniform thickness that matches the grounds of the accessories. Use a rod or straight edge to bring the surface to a true, even plane. Fill depressions in plane with stucco. Final thickness of stucco shall be minimum ' /z inch (13 mm), maximum 7/8 inch (22 mm). c. After the stucco has become slightly firm float the surface lightly with a darby or wood float to densify the surface and to provide a smooth, even surface. d. Moist cure after the stucco has set by lightly fogging for at least 48 hours. Fog as frequently as required during the 48 hour period to prevent loss of moisture from the stucco. Avoid eroding the stucco surface with excess moisture. If relative humidity exceeds 75% the frequency of moist curing can be diminished. D. Primer Installation 1. Apply primer evenly with brush, roller or proper spray equipment over the clean, dry stucco and EIFS build -outs, and allow to dry thoroughly before applying finish. E. Finish Installation 1. Apply finish directly over the stucco when dry. Apply finish by spraying or troweling with a stainless steel trowel, depending on the finish specified. Follow these general rules for application of finish: a. Allow primed stucco wall surface to dry minimum 28 days. b. Avoid application in direct sunlight. c. Apply finish in a continuous application, and work a wet edge towards the unfinished wall area. Work to an architectural break in the wall before stopping to avoid cold joints. d. Weather conditions affect application and drying time. Hot or dry conditions limit working time and accelerate drying. Adjustments in the scheduling of work may be required to achieve desired results; cool or damp conditions extend working BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO CITY, STATE 09220 -10 M •/n• .�. ,... ,y y .•.. . ".5'.�i�YSY '^ +a3Li.+��++�.��...+ x!aaa .AT�i � ' M7tl .� w4• L �a� . .�u :'Tn LF'el'�.A''nyry 4• Y.:�N .(a wW I�. z �z �w 2 D 00 Co 0 J = S2 IL w LLQ C0 0 �w Z z� W W U ON o E_ W L —0 ui z U= O Z • �A A N time and retard drying and may require added measures of protection against wind, dust, dirt, rain and freezing. Adjust work schedule and provide protection. e. Float "R" ( rilled texture) finishes with a plastic float to achieve their rilled texture. f. Do not install separate batches of finish side -by -side. g. Do not apply finish into or over joints or accessories. Apply finish to outside face of wall only. h. Do not apply finish over irregular or unprepared surfaces, or surfaces not in compliance with the requirements of the project specifications. 3.05 PROTECTION A. Provide protection of installed materials from water infiltration into or behind them. B. Provide protection of installed stucco from dust, dirt, precipitation, and freezing. C. Provide protection of installed primer and finish from dust, dirt, precipitation, freezing and continuous high humidity until fully dry. END OF SECTION 09220 BAHAMA BREEZE PORTLAND CEMENT PLASTER/STUCCO CITY, STATE 09220 -11 z Q� W JU U O" (/)0 J CO) L w LL Q. cl) = �w Z F - 0. Z F— UJ U� O N C3 W H FU- LL0 .. Z w CO) O F- Z 05/05/2005 11:26 FAX 425 9901446 Inspections Permit Inspection Site Permit Activity ID 2005081498 Permit Number 239486E DEPT LABOR & INDUSTRIES Inspection Status Final Description NEW DUMPSTER ON EXISTING CIRCUIT Irv- /9�� Permit Status Inactive Eligible Yes Completed Yes IN 01 Page I of I Site Applicant Company BAHAMA BREEZE Company BEACH ELECTRIC LLC Name Name Address 15700 SOUTHCENTER PARKWAY Address 621 NW 45TH ST City TUKWILLA City SEATTLE Units 2 ®E C E 1 �F Sate Zip WA 98107 Special Instruction This permit has been finaled. ��77 Fee Due $0.00 Reauests MAY 11 2005 a ART MEly7' Requested Description Comment Area Reason Status Created Cr ated Updated Updated By 3/31/2005 Circuit, New,Exposed,208V, < =100A DP ti Disapproved Partial 2836257 Written Completed 4/26/2005 CHAU ERIC TUKWILA 0 4/26/2005 REINSP MIKE 206 3 Blank Request 4/25/2005 WALN235 4/26/2005 CHAE235 REINSPECTION 4841244 3/31/2005 ALLAN TUKWILA Taken 0 1 Commercial 3 0 3/30/2005 1ST INSP 3 Request 3/2912005 WALN235 4/1/2005 BERA235 FINAL I Taken Insnectlans Date Inspector Office Comments Mileage Units RTN Corrections Corrections Appr ova Name 3/31/2005 Circuit, New,Exposed,208V, < =100A DP ti Disapproved Partial 2836257 Written Completed 4/26/2005 CHAU ERIC TUKWILA 0 1 Commercial 0 3 Blank BERG 3/31/2005 ALLAN TUKWILA 0 1 Commercial 3 0 Blank 0. Details Date Category/Sub Result Comment ID 4/26/2005 Feeder ,Altered,Overhead,208V, < =100A AC - Approved Complete PnI KPI ckt #28,30 &32 20A 3ph fused 2855648 3/31/2005 Circuit, New,Exposed,208V, < =100A DP ti Disapproved Partial 2836257 - (u _ M I le, e l� �w , �0 6 c �� l 'Z h : / /scsd.a iiside.lru.wa. ection/Permit.aspx ov /PAIRSIns .Application k3 486e 5/5/2005 ttP PP g p t�+e�orr�.rx. se�anrw;�u�sar:, + .,.V....,«.• z ,H W J0 00 N J = I— NU- WO 9-1 u_ co = u.l w �5 U 0- o1-- WW LL O .. z W U= ~O F- z 05/05/2005 09:34 FAX 425 9901446 l;�y .ply Contractor Name BEACH ELECTRIC LLC Purchaser's mailing address 621 NW 45TH ST SEATTLE Telephone number (206) 784 -5551 Premises owner's name BAHAMA BREEZE bEPT LABOR & INDUSTRIES [a 001 Page 1 of 1 POST•ON JOBSITE PRIOR TO BEGINNING WORK ELECTRICAL CONTRACTOR ELECTRICAL WORK PERMIT # 239486E License Number Installation Description: BEACHEL960JL NEW DUMPSTER ON EXISTING CIRCUIT Services to inspect: Description Quantity Amount FAA 98107 FAX Number IRCUITS ONLY C� 61.30 () _ Inspection fee: $61.30 Address of inspection 15700 SOUTHCENTER PARKWAY TUKWILLA Power company This permit expires in one (1) year from date of fast activity. Applied: 3/2B/2005 . ' Expiration: 4/27/2006 Date Approved By Date Approved By WALLS Insulation Only SERVICE Cover FEEDER CEILING Insulation Only THERMOSTAT i Cover DITCH Inspection Date Area, Building or Equipment Inspected Action Taken Electrical Inspector 1 Property Owner: This is your permanent record of inspection FAILURE TO POST PR.I,OR 3-0..BEGURN G WORK WILL RESULT IN CIVI PENALTIES http: / /sesd. apps - inside. Ini. wa. gov/ PAIRSPermit /rptPennit.asp\ ?ApplD= 8928802 5/5/2005 Z W � JU UO Cl) 0 CO) lju J C0 LL w LLQ = a �. W Z F- I— O Z F- U O � OH w 60 . Z w Z May 06 05 08:36a Description 11: 16AM DEPT OF L &1 TUKI4ILA inspection Site Reason Permit Created Activity ID 2001205171 Permit Number 2339590 Inspection Status Final Description 1 -5 CKTS Site III JACK Company BAHAMA BREEZE Name 12/1 Address 15700 SOUTHCENTER PK WY 1 City TUKWILA i Units 4 i Special Instruction This permit has been finaled. i 1 rB�cfr•, 12127/2004 Raeu�sts ' (206) 784 -6803 P,2 PI %f 1 Permit Status Inactive Eligible Yes Completed Yes Applicant Company BEACH ELECTRIC LLC Name Address 621 NW 45TH ST City SEATTLE State Zip WA 98107 Fee Due $0.00 Requested Description Comment Area Reason Status Created Cr ated Updated Updated OXFORD TUKWILA DP - Disapproved Partial 0 2759837 12/1712004 III JACK DP - Disapproved Partial 2757577 12/1 Circuit, New, Exposed, <= 120V, < =100A 12/232004 FINAL 2757577 3 Request Taken 12/22/2004 'HABS235 12127/2004 OXFJ235 12/222004 FINAL MIKE 206- 484 -1244 3 Request Taken 12/21/2004 FULD235 12122/2004 BERA235 12/162004 CIRCUITS 206 -784- 5551 3 Request Taken 1211512004 MARP235 12/16/2004 BERA235 Ins ections Category/Sub Result Date Inspector Name. Office Comments Mileage 12/27/2004 OXFORD TUKWILA DP - Disapproved Partial 0 2759837 12/1712004 III JACK DP - Disapproved Partial 2757577 12/1 Circuit, New, Exposed, <= 120V, < =100A BERG 2757577 12/22/2004 ALLAN TUKWILA 0 O. BERG .12/17/2004 ALLAN TUKWILA 0 O. nprauc Units RTN Corrections Written 1 Commercial 0 1 Commercial 0 2 Commercial 5 Corrections Approvi Completed I5 Blank 0 Blank 0 Blank .r Date Category/Sub Result Comment ID 1212712004 Finels,Commercial AC - Approved Complete 2764021 12/22/2004 Finals,Commercial DP - Disapproved Partial corrections not done 2759837 12/1712004 Circuit, New,Exposed,208V. -100A- DP - Disapproved Partial 2757577 12/1 Circuit, New, Exposed, <= 120V, < =100A DP - Disapproved Partial 2757577 http: / /scsd .apps- inside.Ini.wa.gov/pai rsinspecti oii/Pcrmit. aspx ?Perrni t= 2004205171 3/28/2005 Z �Z w JU UO U) J H NW WO 9zi L? CO) d = W H ? F- H O Z F- W LIJ U� ON H WW H U F - - �' O .Z W U= O Z Z �Z w JU UO U) J H NW WO 9zi L? CO) d = W H ? F- H O Z F- W LIJ U� ON H WW H U F - - �' O .Z W U= O Z May 06 OS 08:36a MAR 26 '05 11 :1GAM DEPT OF L &I TUI•:l•)ILA Search Kesuits berail (206) 784 -6803 p,I VagP. %3G I P SIRS, Versivn_ L ogged into Productio as HART, BEATRIZ C .. - s ti Permit 2339590 Detail Commercial Applicant Print Repuf Contractor EACHE680,11- ID Status Cm I Company 1 Name EACH ELECTRIC LLC Applied 11/301 f last Name Expiration 12/29r First MD Address P21 NW 45TH ST dity.ISEATTLE State A i Permit' ' Site Owmer• AHAMA BREEZE S Regs 33 11 Last Name S Insps 3[ First _ M Address 115700 SOUTHCENTER PK WY Created IBM: ' Ciiy. UKWILA State UV�A :37 F :37 F . • , Location UKWILA Updated XFJ, Ptione i 12J29� Notes Services Description Quantity Amount IRC UITS ONLY 61.30 ' RIP FEE L! 36.40 Total Cost 179 ; 770 Total Paid $97.70 Total Due $0.0 i • • ' Et httn: / %gcsd.aons- inside. Ini. wa. gov / PAIRS' ermit/ frmSearchDetail .aspx ?AppII�=8948815 3/28/2005 Z }_- Z �w aa JU UO to Q Cf) III J H NW WO LLQ Nn = W ? F— WO LU U� O� 0 H W W HU LL lli Z U= ~O F- Z ,. Ci ' IDS' Tukwila� _- ---- -- IN SPE T 3'ON RECORD Building and Planning Inspe.t41i. Reaue:: Lirt: 206 w'1.1670 Fire Department 1nspr::tion R quest I wt� — 206- 575.440; Public WorK.; It,:,pocticn ',.,,ne — 206 - 433.0179 PERMIT NO.: To schedule the required Buiiding and Planning inspections please call 206 - 4,31 -3670; to schedule the required Fire Department inspections please call 206 -575 -4407; and, to schedule Public Works Department Inspections please call 206 - 433 -0179. 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd, itnsp Inspection Type Status Insp Date Comments: ' bode ;} Initiais S MISCFI I_ANMUS INSPECTIONS r / _ FOUMATION INSPECTIONS �' 0101::: -' Pre- construction /Pre- demolition J '0102' . Pre -move S 1 9 110- :. Pre - reroof _ 0104 Remove Stop Work Order FOUMATION INSPECTIONS CONCRETE SLAB OR UNDEROLOOR INSPECTIONS Concrete slab perimeter insulation � I V30Z'i ' Ground cover (crawl space) FRAMING INSPECTIONS Nk 0200: Foundation Wall O� "0201' Footin S ;� :0202"';`; Footing drains _ .0203 ,'' Tiedown inspection mobile home CONCRETE SLAB OR UNDEROLOOR INSPECTIONS Concrete slab perimeter insulation � I V30Z'i ' Ground cover (crawl space) FRAMING INSPECTIONS Nk x:040.1 Roof sheathin 3 O� .0402:1: ' Shear wall nailin 0403: < W all sheathin _ 040 4„ .. Codwi s ace u40W,:. Fire resistant penetrations _ 0406::. `' Suspended ceiling 114071 ; Marriage line mobile homes 0408;:;;,': M asonry chimney – r_einf /anchora X. 0409'':;: Framing�l 0410, Plywood deck nailin LATH OR GYPSUM BOARD INSPECTIONS 0501" Interior wallboard fastening (shear walls or fire rated assemblies onl 0507 Exterior wallboard fastenin ENERGY EFFICIENCY INSPECTIONS MECHANICAL INSPECTIONS 0.601. Wall insulation '0607: , �.­ Floor insulation 11.0003 Roof/ceiling insulation _ 0604 Vapor retarders 0605;: ?`. Exterior roof insulation _ '.10606o..i Glazinq inspection Ct607"" Lighting and controls 0608. Pipe insulation 0.609 -: _ Duct insulation MECHANICAL INSPECTIONS \permits plus\icc changes\inspection card Created: 7 -1 -04 Revised: 9.15 -04 i I' z Z �w 2 D UO U) 0 C0 W J = t-- �U_ w U.Q �D = �w z H O z H_ W �5 U� ON o f_ wW H� �O w z U= O z 0701° Rou h -in mechanical 0702:1.:-:;: Smoke detector shut -off test .0703 Equipment/controls _ 0704 , Smoke control acceptance (test) Refrigeration equipment test) _ 0706'x' Chimney and vent %0707 Wood stove 0706',� ' ] Gas fireplace inserts \permits plus\icc changes\inspection card Created: 7 -1 -04 Revised: 9.15 -04 i I' z Z �w 2 D UO U) 0 C0 W J = t-- �U_ w U.Q �D = �w z H O z H_ W �5 U� ON o f_ wW H� �O w z U= O z 0 1 1 y of Tukwila INSPECTION REPO?) Building and Planning Inspection Request Line — 206-4;1 10 Fire Department Inspection Request Line ­ 206-575-4407 Public Works Inspection Request Line — 206-433-0179 SPECIAL INSPECTIONS el;z\ A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PUBLIC WORKS INSPECTIONS 1 e'! 1 SI — Concrete LQ f Parking � 4001,; SI Reinforced stee ��e stress 1220.` Screening SI Welding Q20!.:.`.. Fire loop hydrant 3i — High-strength bolt' Flood Zone Control . 40061 Si — Structural masonry Land altering 2 4007:, SI — Reinforced gypsunncrji z M5 Hauling, moving oversized load _SI — Spray fire proofing 0,00,�:' .:� i 4­10 ,, SI — Piling, piers, caissons 07 0 Sanitary side sewer SI — Shotcrete soll , A0TZ:1;. SI — Grading, excavation, fill Storm drainage SI — Retaining wall Street use Sl — Panels Water main extension SI — Epoxy grout 201. 401V11. SI — Geotechnical i_:j 4,02T SI — Structural Wood A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PUBLIC WORKS INSPECTIONS FIRE INSPECTIONS PLANNING INSPECTIONS 1200, ] 1 e'! 1 Curb cut, access, sidewalk 17 f Parking O,' Channelization, striping 1220.` Screening Q20!.:.`.. Fire loop hydrant Flood Zone Control Land altering M5 Hauling, moving oversized load 0,00,�:' .:� i Landscape irrigation 07 0 Sanitary side sewer soll Sewer main extension Storm drainage Street use Water main extension 201. Water meter — exempt i_:j water meter permanent :: 514 0 ';; Water meter — temporary Public Works pre-inspection M7 Backflow — irrigation 111'3 180" Backflow fire Backflow — water Erosion measures — install Erosion measures — final tabi s t abilization Grease interceptor Paving,pavement restoration ;-5240, :* Traffic signal 5250` Illumination FIRE INSPECTIONS PLANNING INSPECTIONS 1200, ] Lan scape Sprinklers 17 f Parking S rinkler Cover 1220.` Screening 4010 Fire Alarm Hood and Duct Halon , .1000 1 1'L'r�'4 , , - .1 Monitor Smoke Dampers FIRE INSPECTIONS PLANNING INSPECTIONS 1200, ] Lan scape Fire Final* 17 f Parking Planning Final" 1220.` Screening Sign Final FINAL INSPECTIONS All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required Inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. *mdts plusVcv choW4Vnipwion card Cmded: 7-1.04 Revised• 9.11-04 ," z w D 00 Cf) a (1) w W:r I.— LL 0 IL (D W z M Ir- 0 z LLI Ul 2 ::) D 0 () C0 0 01-- W Lu X LL 0 --Z w Px 0 Ir- z Fire Final* 17 f Planning Final" Sign Final Public Works Final*** Building Final**** , .1000 1 1'L'r�'4 , , - .1 Mechanical Final All Fire inspections must be completed and approved prior to Fire Final. All Planning inspections must be completed and approved prior to Planning Final. All Utility permit inspections must be completed and approved prior to Public Works Final. All required Inspections, including mechanical, electrical, plumbing and gas piping must be approved prior to Building Final. *mdts plusVcv choW4Vnipwion card Cmded: 7-1.04 Revised• 9.11-04 ," z w D 00 Cf) a (1) w W:r I.— LL 0 IL (D W z M Ir- 0 z LLI Ul 2 ::) D 0 () C0 0 01-- W Lu X LL 0 --Z w Px 0 Ir- z City._of Tukwihi INSPECTION RECORD Building and Planning Inspection Request Line - 206-431-36'70 Fire Department Inspection Request Line - 206-575-4407 Public Works Inspection Request Line - 206-433-0179 PERMIT NO.: 1 - le � I // To schedule the required Building and Planning inspections please call 206-431-3670; to schedule the required Fire Department inspections please call 206-5754407; and, to schedule Public Works Department Inspections please call 206-433-0179. 24 hours in advance notice is required to schedule, cancel, or reschedule inspections. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available to the inspector until final inspection approval is granted. Req'd : Insp. Inspection Type .: , Status Insp Date : Comments 00 Pre-move Initials MISCELLANEOUS INSPECTIONS FOUNDATION INSPECTIONS 040" Pre-construction/Pre-demolition 00 Pre-move - 010 Pre-reroof 01104 ."!:' Remove Stop Work Order i2_- FOUNDATION INSPECTIONS CONCRETE SLAB OR UNDERFLOOR INSPECTIONS 040" Foundation Wall 00 Footing Footing drains YJ02QX',;v" Tiedown inspection (mobile home) i2_- CONCRETE SLAB OR UNDERFLOOR INSPECTIONS FRAMING INSPECTIONS 040" Concrete slab perimeter insulation [ Ground cover (crawl spac FRAMING INSPECTIONS LATH OR GYPSUM BOARD INSPECTIONS Interior wallboard fastening (shear walls or fire rated assemblies only) Exterior wallboard fastening ENERGY EFFICIENCY INSPECTIONS 040" Roof sheathing ;4 00402 Shear wall nailing Wall sheathing 07;04;x ": Crawls ace i2_- `0 Fire resistant penetrations 12.11 0 qL40&,',: Suspended ceiling .0 .] 1 Marriage line (mobile homes) '4408'," M ason !y chimney - reinflanchorage �.040M'i':;:?.` Framing Plywood deck nailing LATH OR GYPSUM BOARD INSPECTIONS Interior wallboard fastening (shear walls or fire rated assemblies only) Exterior wallboard fastening ENERGY EFFICIENCY INSPECTIONS MECHANICAL INSPECTIONS Wall insulation Floor insulation Roof/ceiling insulation 07;04;x ": Vapor retarders i2_- Exterior roof insulation 12.11 Glazing inspection 0607,;� ' !. Lighting and controls 0608": P i insulation 0609- -: Duct insulation MECHANICAL INSPECTIONS \permits plus\icc changes\inspection card Created-. 7-1-04 Revised: 9.15-04 ................. Tp� z Z W 2 D J0 0 0 (00 C0 W W J (a IL w LL < COD CY W 0 W Lu 2 :3 D 0 0 o ff W Lu T_ U . 0 z W co z Rou h -in mechanical Smoke detector shut-off (test) Equipment/controls 07;04;x ": Smoke control acceptance (test) i2_- Refrigeration equipment (test 12.11 Chimney and vent Wood stove Gas fireplace inserts \permits plus\icc changes\inspection card Created-. 7-1-04 Revised: 9.15-04 ................. Tp� z Z W 2 D J0 0 0 (00 C0 W W J (a IL w LL < COD CY W 0 W Lu 2 :3 D 0 0 o ff W Lu T_ U . 0 z W co z I ^ SPECIAL INSPECTIONS Citv of Tukwi INSPECTION RECORD Building und Planning Inspection Request Line _20643l-3M7O Fire Department hmnentioo Request Line -20M-5?5'44O7 Public Works Inspection Request Line -206'433'0l7g A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PUBLIC WORKS INSPECTIONS 120Q-',:.:d Curb cut, access, sidewalk 600&z`��!� Sl — Reinforced steel prestress [::-1 Sign Final 010"I": Sl — Welding `4770 Building Final**** Flood Zone Control 4006:. Sl — Structural masonry .4001, Sl — Reinforced gypsum concrete A60GW. Landscape irrigation Sanitary. side sewer Sewer main extension SI — Grading, excavation, fill 104 water main extension Sl — Epoxy grout Water meter — permanent Sl — Structural Wood A final letter from the Special Inspection Test Lab shall be required upon completion of Special Inspections noted above. PUBLIC WORKS INSPECTIONS --- 120Q-',:.:d Curb cut, access, sidewalk 600&z`��!� Channelization, striping [::-1 Sign Final 010"I": Fire loop hydrant `4770 Building Final**** Flood Zone Control 4440.? Land altering Hauling, moving oversized load A60GW. Landscape irrigation Sanitary. side sewer Sewer main extension 104 water main extension Water meter — exempt Water meter — permanent Water meter — temporary ,Z10WP;4 Public Works pre-inspection Backflow — water Erosion measures — install Erosion measures — final stabilization Grease interceptor Paving, pavement restoration Traffic signal Illumination --- 120Q-',:.:d Sprinklers 600&z`��!� Sprinkler Cover [::-1 Sign Final 010"I": Fire Alarm `4770 Building Final**** Hood and Duct Halon Monitor Smoke Dampers PLANN0Nr.UNSPFCTUONS '_-----_-'-'_- 120Q-',:.:d '-'- Landscape 12110 ar P king [::-1 Sign Final Public Works Fina Screening `4770 Building Final**** FINAL INSPFCTIONS / ° All Fire inspections must be completed and toFirdinal All Planning inspections must be completed and approved prior to Planning Final AJ\Utility permit ino nbonmmuotbecomp|etedondapprovad prior tm Public Works Final. All requ inspect Including mnechonioa|, e|octrioo|, plumbing and gas piping must be approved prior to Building Final. \penno pmsxvovxuuues\invpectioxcud Created: 7-1-04 Revised: 9-15-04 (0 Iju I F- U) LL 0 Z � 0 �~ co 0 1.- � [::-1 Sign Final Public Works Fina `4770 Building Final**** All Fire inspections must be completed and toFirdinal All Planning inspections must be completed and approved prior to Planning Final AJ\Utility permit ino nbonmmuotbecomp|etedondapprovad prior tm Public Works Final. All requ inspect Including mnechonioa|, e|octrioo|, plumbing and gas piping must be approved prior to Building Final. \penno pmsxvovxuuues\invpectioxcud Created: 7-1-04 Revised: 9-15-04 (0 Iju I F- U) LL 0 Z � 0 �~ co 0 1.- � City of ukwll Steven M. Mullet, Mayor O Department of Community Development Steve Lancaster, Director 1908 Notice of Decision Prepared August 19, 2004 Development Proposal: Darden Restaurants (Bahama Breeze) has submitted a development permit to add an additional 240 square feet of cooler space and will also increase the dumpster area to 235 square feet. File Number: Location: Zoning: Staff- Discussion: Existing � evelopment The project was previously approved by the Board of Architectural Review in 2002. Under TMC 18.60.030 (E), the Director of Community Development may approve minor, insignificant modifications which have no impact on the project design. L02 -008, D04 -0196 15700 Southcenter Pkwy Tukwila Urban Center Brandon J. Miles, Assistant Planner On April 25, 2002, Darden Restaurant was granted approval by the Board of Architectural Review to construct the existing 9,930 square foot Bahama Breeze Restaurant. There are a total of 240 parking stalls on the property and a sufficient amount of landscaping in place along the perimeter of the property, within the parking areas, and along edge of the building. The design of the building and choice of landscaping materials reflects the theme of the Caribbean style restaurant. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 J. t nf.re:bA ✓« r AC(4ie eikN..:Y.ri: ;y d.,el�:ww:,�., w-�i ' '^1?' ::..?..+'r.: -{i •�UGrY�s. :.i «:�Ssv `W���i+. 4:.d.duS:iy.E',t:,X.aiti i.w;.} u.«) .�rdi >tf+�P +"'x 4 ia :ek ryfil 7....w:..J:.� '.i:.L :'i:::L ?.:.. Z W . D J U. 00 (/) J = S2 LL w U. Q �d �z Z �. O. Z f••• W w D O- o F- w LL O ui Z U= o� Z F r Proposed Development On August 17, 2004, Darden Restaurant, submitted a development application to add 240 square feet of additional freezer space and to extend the exterior dumpster pad walls by ten feet, increasing the dumpster pad area to 235 square feet. The new freezer space will be located next to a service /emergency exit ramp along the northeast corner of the building. The new space will be visible from Tukwila Parkway and from an access road that connects Southcenter Mall to Tukwila Parkway. The existing walls along the northeast corner of the building will remain. The freezer space will be enclosed within an area of the building that will be separate from the main building. A new door will be punched into the existing wall to access the freezer space. The applicant will than construct three walls around the freezers to enclose the freezer area. The applicant will match the new walls to the existing building. The exterior finish of the new walls will include the use of Stained Pined Shake (Cabot Stain #1406), Stone Veneer along the edge of the building, wood trim (Benjamin Moore #890), Mottled Lap Siding (Sherwin Williams #2328 and 470 -270), Stucco (STO 420402), Pod Siding (Benjamin Moore (MC -34 and 890), Base Wood Trim (Cabot Stain #1406), and a red metal roof (colonial red). The addition will be located in an area that is currently being used for landscaping. As a result of the addition, 240 square feet of landscaping area will be removed, which includes nine Osmanthus shrubs. The site exceeds the City's standards for landscaping and the reduction will not impact the overall design of the site. The irrigation in the project area will be capped and removed. The applicant will relocate and/or replace the nine shrubs in the construction area to other portions of the property. The new dumpster area will be enclosed by extending the existing CMU wall, which encloses the current dumpster area. The new CMU wall will have a stucco finish to match the existing wall. Additionally, the applicant will install stone wainscot of a height and material equal to the material utilized on the existing building. Conclusion The applicant has designed the addition in a manner that is consistent with the building approved by the BAR. " �/ 6aJ ,O44 Nora Gierloff, Xanning Fpervisor Date: Z �z �w QQ J UO Co n J = S2 LL w 7 LLQ �D = �w z �0 Z E- w W U ON 0H w u. O --Z W U= O H Z PROJECT NAME: � ✓�� �`�_ PERK "T NO% Site Address: /5200 3G Original Issue Date: REVISION LOG L sion Date Staff I Date ZI Staff o. R eceived Initials Issued n' ItlaIs Summary of Revision:,., r o��S' Received Bv: (please print) Revision No. Date Received 1 Staff i Initials I Date I Issued Date Staff Issued I Initials /D -�?7- ey I .s;&S Summary of Revision: ,�,� ,at�e� w �, Received By: ��� 0, p�_S (please prirlt) Revision No. Date Received Staff I Initials I Date I Issued Staff Initials Summary of Revision: Received By: (please print) (please print) 1"!`.,� Nmfi x,•' ..7:k.?M1'.t}. y rr a "NxY'��t, ^ � �:al«W ky"`: x:.:. N.,'w°.:: w3::..........,........,....... - - - ..:;::`,:.r.,�o��.y....wy�u +xy » �r MU: 3 c: c. s,•; rtnvr� '!�h':�?"t,�"..u,�.3?'��?�1�" ... +...�...s:.�'�u""" • �.: xn.: r+ +..e.a+..�irs..v..fs.r�m�ei,i�� z Z �w � D U UO ND W = U) LL WO 9-j w? � =w (~ _ i- O z t— w D0 U O� 0 I— w W 2 O z W U= O H F- z (please print) A- 11-VA PERMIT COORD COPY' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -196 DATE: 10 -27 -04 PROJECT NAME: BAHAMA BREEZE SITE ADDRESS: 15700 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 fte permit is issued DEPA MENTS: 1 Buildin ivCsib Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: _ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ; ING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 - - 04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 171 Staff Initials: z Z �W QQ JU 00 N J = Co w w LL � =w z� �O z �- w w U ON o F- WW F_ U' O .- z W U= O z r 'dA0. 1N r ,4,A PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -196 DATE: 08 -17 -04 PROJECT NAME: BAHAMA BREEZE SITE ADDRESS: 15700 SOUTHCENTER PARKWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 fte a permit is issued DEPARTM ( ���, l & - 3 by " � -� 5 ( "I Buil i g i ion • Fire Prevention � Planning Division Public Works Structural ❑ Permit Coordinator rV DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -19 -04 Complete [Yl Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7tructural ING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc P ERMIT COO COPY 2 -28 -02 " �� .}. i... .s L+.:..s K.+ <;t, o�F :; » },, uia.�sL+ r.Sn.;u:s:%.N.�v�b:��4*+'1�• �iicw' 1�. '�iA� ��^ �i6: i::: rk+ t:.: uzz:' �.:,: ssx,:. :idi::riutl':Hw"�7::t�.cb':1i`� : +,�tiY'rSSai:i+ea� }3�n�:?�+bu�yftp' .;::t...:�KC H;Y.k;7':,::.,., DATE: DUE DATE: 09 -16 -04 Not Approved (attach comments) ❑ z � z �w QQ JU Uo N co Lu J = f" Lo w wo �_j U_ � =w t- o z �- w w U� U) o1- wW ti O .z w co O z / PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -196 DATE: 06 -15 -04 PROJECT NAME: BAHAMA BREEZE SITE ADDRESS: 15700 SOUTHCENTER PARKWAY X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued D PARTMENTS: ""Olf 6(1- Awc � B kin DfVfsion Cj Fire Prevention Im Plarnmg Div' I�IOn e Public I s MW k -1 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -17 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ;PIING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS EV Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -15 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28 -02 t j,,. i x :' :' ::4 i[ �» a #J� *aY ie✓« C.dk5t.3.tY !r'. 6 by i}4(' b Rl1 'J''• 'i • a ��':!'a:r;:;•.;�.vl "lfi:at' %�kil� da�r>: n' S., i,. v:.: t�. u;• L:: e. ai :.tas.'.xoa..a...Mf.a;:S:r.�a ._.i �._.,.: z a ~ w � J0 00 (I)0 J = �w w 9_j wj a = w H O z E- w �5 U� ON 0H wW � O ui z U CO) P _ 0 1-- z REVISION SUBMITTAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http:11www.ci.tukwila.wa.us s Steven M. Mullet, Mayor Steve Lancaster, Director Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [' Revision # _a after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Addre Contact Person: &3b kU oh S Phone Number: 7 A SY , SS'� - .;� 7 '8 � Summary of Revision: Q -L L O O Cy L r "l t s 4-e ! a -e , -5 4s, o- c n 4- .S L !� REC EIVED CITY OF TI IKWII A OCT 2 7 2004 PERMIT CENTER Sheet Number(s): A "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S V Entered in Permits Plus on /0'o 7-e \ appl icationsWorms-appl (cations on line \revision submittal Created: 8 -13 -2004 Revised: Z ~w JU UO 0 W= N u- w 9� wQ CO D = d. �w z X F- F- O w �5 U� ON 0 F^ wW U O w Z CO 0 1-- z REVISION SUBMITTAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: U ) Plan ChecWPermit Number: q , — � � ) 6 v - ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # _� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 64J111 p Project Address: Contact Person: Summary of Revision: ., r" 1 .1.4.- s --f Phone Nurf(ber: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: g Entered in Permits Plus on (F-12-d \appl icat ionsWorms-appi ications on fin6revision submittal Created: 8 -13 -2004 Revised: 4 is3; s..;! n:; a+ �1+ x. c.: rax;: &tlsw.,.�:'ittw,w:si.:.a�uweicr' •.zi.'1,A:+' •. hike tir . �:i:L;asJ:,S.c:.:.K,xun:.a wx.�f.1.i,.:da:.c..u:: :�.:,�.a:... z 1 Z �W JU U Cl W= N LL WO u - U� _ d W Z H I— O w LU U� ON o ff wW HF- 60 W z U P �. O z REVIEWED FOR W SEP 0 2 2004 1 4U G I P� City Of TIOA-Iila BUILDING DIVISION Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: g Entered in Permits Plus on (F-12-d \appl icat ionsWorms-appi ications on fin6revision submittal Created: 8 -13 -2004 Revised: 4 is3; s..;! n:; a+ �1+ x. c.: rax;: &tlsw.,.�:'ittw,w:si.:.a�uweicr' •.zi.'1,A:+' •. hike tir . �:i:L;asJ:,S.c:.:.K,xun:.a wx.�f.1.i,.:da:.c..u:: :�.:,�.a:... z 1 Z �W JU U Cl W= N LL WO u - U� _ d W Z H I— O w LU U� ON o ff wW HF- 60 W z U P �. O z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us r Steven M. Mullet, Mayor Steve Lancaster, Director _ REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: U ) Plan Check/Permit Number: � r v ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ;] Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 51 kl, yry,, 8 ✓(p 7 Project Address: 7 ►/ !� ✓ 1/L U Contact Person: Phone Nu her: / 0 Z� s Z Summary of Revision: Pq HUG 17 7l1n P &?AtITC Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 9 Entered in Permits Plus on tF'1'2-0 app ications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: c.."+ —i .'°".,'^ ySwr' wl roy ;`N�s�ra ^te!4sux�'` -awt�"��n..` ,�.+lr "vt�aeaerr;,:L""r.,r.• Z }�- Z w QQ JU UO NO CO W J= F-- N LL w LLD =w Z F r I— O Z H W w U ON W LO W Z U= O Z ILA, o s 1906 CITY OF TUKWILA Permit Center /Building Division Community Development Department 206 - 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division- 206-431-3670 Z AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION z �w D � PERMIT NO.: 00 CO 0 STATE OF WASHINGTON) CO ui = fl— COUNTY OF KING ) N u- w �) lE n r f- , states as follows: to P lease p rint ] �- I� CY P ] �fs�u ✓U nIS��' C . CG �-� _ 1. 1 have made application for a building permit from the City of Tukwila, Washington. ? P �- O Z F- 2. 1 understand that state law requires that all building construction contractors be registered with the State of g UJ Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of D 0 Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 0 N 18.27.090. 01-- LU Uj 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of E_- Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions u- 0 stated under RCW 18.27.090 applies. ui Z co 0 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that 0 i.- after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized Z under this building permit to be exempt under No., and will therefore not be performed by a registered contractor. ' I understand that I may be waiving certain rights that I might of erwise have understate law in any decision to engage an unregistered contractor to perform construction work. // PLICANT LAp, �,u .......,. 4 , -- 'T ' = �o ARr '0 '�i ti = V too .y Y v , ' pVaLNG : c�= 0 6 , - ' ' \applicationsl8 -1004 affidavit in lieu of contractor registration Signed and sworn to before me this day of , 20 0�. / NOTARY PUBLIC in and for the State of Washington, Residing at County. Name as commissioned: O Gt 1 I b( Mh1 My commission expires: q -OCR _, :.'...., .- ::...W.,..,..,..,Ha,:_:.�:..x�w ,.::..:;,,:,:.....:x .�_...: . . .1..�+.�.:.�;::,::':ir.i.tia•. 5� w:..' •w.i�:�,i; "�:,wi�°:dr'Stiiu�+�rr " ?�a�. e�2id:� • :�di�'a: �t'kA`i�. ��" M� 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; B. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications \8 -2004 affidavit in lieu of contractor registration 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in ,the activities herein regulated as an emR' layee ' of . a registered contractor with wages akhis�sole: compensation; 17. Contractors on highway protept!j who have been prequalified as required by 0ap#er 13 of the Laws of 1961, RCW 47.28.6 wLt ! the department of transportation to perform highway construction, reconstruction, or maintenance work. . r r �_ . _ ' c�.. n�, ' . �. ;...'"�............` u 4 Z ~w JU UO w= E- LL w U- 3: f- HO Z �- w w U� ON o F- wW H� ti O Z w U O I _ Z t 10/05/2004 TUE 15:10 FAX 425 881 6979 RBI CONSTRUCTION INC � .. • r .v .r.n�•:S:U�i.� "lM<lllMft•.. .. ..r. .. r..trf:�ifC�r•. ... .. ..r .. ... r.i••.v..•... i•... .. DEPARTMENT OF LABOR AND INDUSTRIES ' I REGISTERED'AS PROVIDED BY LAW AS CONST CONT'' GENERAL ' ^ +JJ{ )r r• 1 :i a.. h, k fl'll:� "1 t4,t .� a u. m n.11' ,•Ji:1a Jri;n.,a�tiN t i {� 1�' nfxi.dtt. If. 7, t. ft4e6' f 1.,. ,•, IYfn ?1�`' lia ti,t ' �':J' � y,.. (. � �'•.1. �'�'i't.., flt►•, �...,��� P tir4lu.. l.•..(�y }y ;.w ';+ ;:fir, ;i,� ,,. „ r� � << ►i',���`F��Ni.,� + � .lEi�r;il ' � i j. , RR. i %�Tt, :Vif ih'1 ���FECT�I �7TE 0 9 %% 1 9 R B CONSTRUCTION INC a' 1807 132ND NE BELLEVUE WA 98005 F625- 052 -000 (8/9'I) Acrach And Dispiuy Ccrtiricarc - REGISTERED AS PROVIDED BY LAW AS CONST„„.•CONT . GENERAL; "; -,REGI'ST . # EXP . ..; ,CC;b:1, „• RBI;COIt13 "203 0;04 E ,FSC�ZVE . biTE .' "� 09/23/19x8,7,;, R B I CONSTRUCTION'„ TNC 1807 132ND''NE " BELLEVUE UTA •98005;' ` Slgnalurc Issued by DEPARTMr;NT OF LABOR AND INDUSTRIES F635 053 (HH) t3197) j ! �I r N � i ` ��l,llllllJ rr �\ 0T My Comm. E■ptros ; •. . December 1.2M f O r WASN;a�`� Please Remove And Sign Identification Card Before Placing In Billfold 2 001/001 • ....�. «...r�:..1...�..u,_.1...._ � :....:.u..._.......:... � � .:..:r. :.S...iFa. • „....Sr+.n•t....•:....i,' �� ..: �. _ l.n....N..p'.'L..,thri 1 " i i::21:... .,�nia�"rkw - r 54 '1�'eN :.:�y'lxljy+'rya lxi:`:h.At )A}/o1..:2..MA:. :y,l ..+ti`A��.:.tt..X.t;�, ».ti ,1 .l �L'.: „'.„'�. Z �_- Z �w QQ JU UO In Q C0 Ill W = 1— �LL wo J lL N = W H� Z x 1-0 Z F- W W �p U 0 CO o1-- w xU L O Z UN 0 Z Tukwila, WA 1 6141 / 4 ?& Design Team c QED �NGE 7A_ Eff d� pQRO VEO • 'CvKW` Plin roo** " vel is subw tD e v rg and ... � aw of oor1str� Of approvo � =a o r X—OKE, Aeo t � Cam► d 11� Its dia u dog be alb 19 00 ONIB of was N000 P1W approw of TWmvft Stiff pl dN6 10M r vA oe*ft a n pW stod dl ad MR WK%j a addf w pan err 11m aEeAR,n1e resat Of &aaW 1 asPW ah Of nukw* euaDn�G rxvmON Architect DP3 Architect i. Ltd. 211 East Broad Streret Greenville, SC 2960 864- 232-8200 Phone 864- 232-7587 Fax www.dp3architects.c Structural. Engineer Caruso, Turley. Scott, INC. 2702 North 40 Street Suite 20C Phoenix, Arizona 85008 602.912 -9120 °hone , 602-912-935'$ Fey HYAQ.5rigin The Roberts Group 239 Southland Dr. Suite C Lexington, KY 40503 859- 276 -2006 Phone 859- 2762901 Fax Plumbing_ Engineer The Roberts Group 239 Southland Dr. Suite C Lexington, KY 40503 859 -27e -2008 Phone 859-2762901 Fax M M ,, • �r DRAWNG DESCIVTION Project Notes NO r ' T• 1 i► ?PRO'�E:' PLANS SHALL bE KEPT IN A F_AN BOX AND SHA_:. NOT Be USED B' WORKMEN. ALL CONS SE SHA__ PE F L_EC - SAME INFORMATION e C THE G'vCRA_ CO'•' ! AC - O !H;--L Be BE RCSPONS_E PCc AND SHALL REPLACE OR ,,: • _ANC B :Ar'! P A�. - RE ZE A0017 F °. CONTRACTOR SHA-L. MAINTAIN ONE COMP -E - °_ SET OF PLANS ON THE PREMISES IN s ,. Ty � REMED AN „ ♦L_ i1AP c C p 7R IN R EP,S :ALB JR WORKMANS - s lP WHICH I �' GOOD CONDITION AT ALL T'MFS- THIS SHALL INCLUDE AL ADDENDA AND CHANGE 5FA-' ' H SHA__ APP'02AR WITH1', ONC 14 YEAR OP, AS OTHERWISE 5 °EC :"IED �`OR A SPECIFIC ERW 7 ►-<,NOICAPPEw SPAC;S CRDERS ' COVPONEN A — r-:t C: % ":GN AND ACCEPTANCE OF THE WORK ;,'NDE THIS 217 TOTAL, PAR':ING 5p I-CES iWNA"EC - E ; BY PQJa05EC �PEEZtR AD01 - :0N • CONTRA' EXCE °T :0” M !. F. JOING SUBCONTRACTOR SHALL FURNISH AND eNL.L• =V!EN 2 THE CONTRACTOR SHALL PIELD VERIFY AL,_ CONDITIONS AND DIMENSIONS PRIOR - r MAIN'A. :% A GREEMPN- -.)-t 3 - . BY THE CON TO MAINTAIN TH ROOFING Bililding Square Footage STARTING A " :" WORK AND S"A%L_ BE RESPONSIBLE FOR ALL WORK AND MATERIALS IN A WA*ERT :Gr�T CO'" :IT. 4 F A PERIOD OF TWO ;21 YEARS STARTING AFTev A2 ��CTA.ILS ViCLUDING 7,iOSM FRORN ISHED D� SuBCONTRACTORS AND OWNER A_: DISCREPANCIES DAT` O` FINA _ "r .iviRR VbPcCTION i B99G 5 TO BE REPOR - ED TO AR.`HIrftCT PRIOR TC STAR OF CONSTRUE - !S% h °W EXTER',A_ FG°_=: ;'_*� 3• 10, GENERAL COVT %a ^'0 15 f !QU`e5 TC LABE_ ALL ELECTRICAL PANELS, D :SDREPANCICS BETWEEN PORTIONS OF TriE CONTRACT QOCUMEr.TS 7RAWINSS A MEd- �ANICAL E:._ `N.E' -', %';.UM'r: S /A..VeS AND ROOF TOP EQj W1' E- ECIFI1-AT':ONS ARE NOT INTENDED THE CONTRACTOR :S TO CvA.p :F` A'�" SUCK PLA -c - IC. P : ; E'..,kAV 0 ATE SCREWED ON � CiSCR°PANCIES W. 7 n THE OWNER PRIOR T(; COykl WORK. 6 COPY SAME C_ARIL-:CATIONS REQUEST TC ARCHITECT. 20 ALL ELECTrq'Ch_ MCC- 1 ANiCkL, AN' P - UMBING WORK SHt _L CONFORM TO THE REQUIRT-'OeNTS Ul LE:: ALL' CCPvS- j'L`L:) AUTHOR& - IES HAVING JURISDICTION A STATE' DIMENSIONS -,;,rE P R ECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS Q TO DE ERMIN[ LOCA'.IONS `Ht OWNEF SHALL BE NOT!"IED OF ANY SL;C- F,-A', A %Z DISCREPANCIES PR:OK - 0 CONTINvING W2 7r+ WORK 2+ GENERAL CONTACC 'Olt AHA L SUE 'T WITH: ". FOUR 1 4 ' WEEKS OF PROJECT START ALL SHOP DRAW1' -L 7W' °R REVIEW A._L SHOD DRAWINGS AND SAMPLES FOR CONPORMAtiC a WITH DES. &'• coNCEoT OF THE PROJECT THE OWNER AND /OR r 8• CONTRACTOR SHALL REFER AND CONFORM TO ALL ReCOMM!LNDATIGNS AND FINID:NGS ARCWITEC•T'S APPROVAL ;;! A SELARATE ITEM SrA__ NO INDICATO APPROVAL Or a AS SET wORT►- IN SOILS EVALJA'ION SHEE T0+E OWNER AND/ OR A;RCHI`EC' AN ASSLM6_Y IN NH:',H T#-C ITEM F_NCTIONS :._. ACCEP - S NO RESPONS:B:LIT- FOP THE ACE..RACY O° 7 1­1! THE FINDINGS OR FOR M R°�OMMEN AT:CN'S GRADING, - RENCH :NG, E -C - CONTACT OWNER FOR 22 DECORATIVE W1-,LL Hf•.1:Siti3S, ETC SHALL BF NONFLAMMABLE OR • T T• PO• 4 T t• -::` O Y C I iS PJC .QNS .O C �: :ON":NUA \ OR wo..k. SHOULD AN ��N.;�JA_ FLAVTPP.00P PER S - i F.Z! MARSi�A__ REQ'J!REM! '.79. CONDITIONS BECOME Ac °NT DURING GRADING OR FOUNDA - ::�N CONSTRUCTION --. EXIS - IhG 2L°vfA AN✓ _OCATIONS - 0 5! JOINTED SHA_._ BT veR? :E'J 5­ THE 23 MINIMUM FLA'4E SPRC:.0 t ASS& =!CATION OF INTERIOR FINISH SHA CONFORM TO �F• fir•` " .J': °..� : ".� <, �' °OVVF4 c`�,� I CONTRACTOQ PR :O4 - O CONSTRLiC'iON. i° - me 7:R1 w4CV TmOSE SHOWN ON r T -+E D:. :DIP. -. v .:CA„ GOVER' BUILD:` -G CODES ORD C THE DRAWINGS THE CONTRACTOR S'-A -L NOT :FI THE OWNEF- !, I ARCH: - EC - SC : • THAT N.ODIm:CATI, NS CAN BE MADE BEFORE PROCEED :NG W, -:j T_ r- WORK .. M 24 PIPES API'. DUCTS F'•:CE'ED:'J9 ONE T"4IRI; THE 8LAp OR WAL,. THICKNESS SHAD _I NOT BE P -ACE'• IN E 4,C1UFL_ CONCpFTE UNLESS SPECIFICALLY DETAILED SEE aj 6 I7 SHALL BE THE RCSPONS :B :LITI OF THE CONTRAC!")R TO LOCATE ALL EXISTING MECHANICA_ AN^/Orr !_EC 'R :.;A: DRAWINGS FOR _OCATION OF SLEEVES, �- UTIL :'•IES WHETHER SHOWN H E REIN OR NOT AND TC POOTECT THEM FRO1A DAMAG'.`_ ACC ESSOR:E ETC THE CONTRACTOR SHALL BEAD. THE EX OF' RE PA:4 OR REPLACEMENT OF '3 UTI..iTIE S OR OTHER PROPER -- DAMAGE:; B- OPERATIONS iN CONJUNCTION VC: - TwE 2e NpT USE'' ExECJT;ON OF T"Ll WORK cr) 7• G.0 TO PR -'JIDE FIRE SPRINKLER SYSTEM IN ACCORDANCE PITH NFPA 15 AND 26 ALL B:: -DING IS ADrAIc_3TC :E.- BY BAHAMi. BREEZE CONSTRUCTION DEPARTMENT, ALL Iff SHOWN H °R ° :N FIR! SPRINKLER CONTRACTOR :5 TO SUBV :" COMPLETE S-- ^D R_QJESrS FOF G_AR: .CIA :U vS TO PRC.;E;;' MANAGER OR DESIGNATE' - IVE ° FR EEZE DRAWINGS. LAYOUT AND RELATED DATA - C ARC•- 'iTECT /OWNIF °J APPROVA.. FIRST AND PR:O° '70 SUBMISSION TO B- ILDING DEPAR - MENT A%D FIFE FOR REPRE5ENTA A« BA"-A.AA MARS HA__ A°PROVA_ PRIOR - C INS A_LA. - :ON ANY RE\''SIONS AS A PESO_ OF SJC'- 27 IT 25 - 04t INTENT OF THE ARC�'ITtcCT T - +A - Th-:c WORK Be IN CONFORMANCE WIT" F E, FE, SUB �0 SPRINKLER DRAWINGS Sr -.�. FJR - HER BE APPROVED B- OWNER A -_ RTQJ:RE OF TH:. pJ;_DING AuTHOR: HAVI %G JUR:SDIC - ION OVER THIS .S PRIOo TO FAeR :CA -I0% TYPE c --� f r P v _ G S NS R_- - :0 °• A' J OCCU ANC 2E CONTRA - - OR S -ALL S - "r P: LOCATE AND C, :_^ INTO THE WORK ALL INSERTS, F GeNE4A:_ CON - RACT,^,R TO RR TO T• -+ESa DOCLMEN - S AS Wt-1_ /•S ANCwO%b. AN3,._S. PLO - 05. OPE`d'.NQ S..CE ILS HANGERS, SLAB DL °R59SION5 ANC ."1 PF ••T -•� T S O ^C' T•.•C T C 1 • .,. ..- &DEN A �• C, -- OWN °. P R .'`-. :, a � .,A 'C`N 'n C. OW E SJ PL...G _' " ALL I - _� S V _t. T P: - C ES AS �.. - �. ER Y: _ R< J M DE QLIRlL +O C - `<+C� AND ADCu!JMOOA C NvT MA <5ij AS 'OWNER SJF'PLIL`ID ARE -0 MR SJPP •!^ 0Y 3!�'Ef•.,_ CONTt/'. ^.TCc .> _ UNLESS NO C -WISE A"_ : T E,. _ ARE TO DF :NS r%L.LE_ BY GEN!+RA,. CON - c ACT' �, 2Er A: __ : !TAILS AND SECT'IOKS SHOWN ON THE DRAWINGS ARE INTENDEL` TO DE `P AND SHAL__ BE CONS'T'?JEG TC APF_Y TO ANY SIMILAR SITUATION 4) 5 F OR . ONSTRJCTION DETA:_S NOT SHOWN USE THE MANUFAC'vRMP S A 8 6-!C L`LS_ .vuepc T T4:: T N W..RK EXCeP WHERE A DiPF'ERENT D° - AIL 19 SHOW% O DRAWINGS / DATA STETS IN ACCORDANCE W:TH THE PRO - °C;- SP°C'.FICA - :O ►4S 3:. IT IS Tl+E :;ONTRACTO'- S SOLE R'tSPONSIB:LITY "'C DETERMINE ERECTION PROCEDURE AND Sla:ENCE TO INS; P- THE :rye -" O° THE B:.ILD :NG AND :TE COMPONENT 10. THE CON''RACT•OR SHAL_ FIELD VaR : =- ALL CONE'. - IONS AND DIMENSIONS PRIOR - C FAQ - c D- R:' , 4'i EQE:.T: :P ._ ANY WORK AND S"A__ BE P.ESPONS :B-E 11 :1R A - WORK AND MA :NCLUDING C T"OSF FUFNIS "ED By SUBCONTRACTORS CON - RAC - 'OR S - A"1_ ACCEP- PREMISES AS FOUND OWNER ASSUMES NO RESPONS :BILiTY FOR THE COr :DIT :O ^, OF THE EXISTING 31 APPPG ✓AL P'0 DEV :ATION' FRpM PLANS TO B °_ OBTA.;NED :N WR.'T: FROM OWNER S:TE OR EXIST:NG STRJC - URES A. THE T IME Om B :DDiNG OR - HeREA=TtR ARC': E : :S TO BE CC" .'• GN AN` DEVIAT:CVS co O 11. - ►'"E GENERA_ D'J :_DING PERMITS SHAL_ BE PAID FOR BY 'N °_ OWNER A_._ OTHER PERMITS SHA-" BE STCJR °_D AND PA:D F OR 5 - HE SUBCO - OR DIR -_Y 32 NO Ct-A „ :GIS "G WOR': Tr- be EXECUTED WM -&CUT PRIOR WR :"TEN CONSENT FROM K -C RESPONS:B_E A. -_ R_QVIRE: C: - Y, COJN - Y AND /OR 57A LICENSES SHA__ B° OWNER ARChITEC” :S -, ;�E C ^PIE' 0 11 : ANY DEVIATIONS ACQUIRE.^. AND PL, :D 'OR B'' THE IND!VIDuA_ S,;BCO 12 T CONTRAC SHALL VERI LOCA - IG'iS OF ALL '007 SEPv EQUIPMENT AND 33 ALL REQUEST POR CLAR` :CAT :OHS DVRING CCNSTR..ETION TO BE SUBMIT TC ARCH: AND COPIE''' -,- OW'NER'S PROJE`.: MANAGr COORDINATE _0GATIO": OF FLOOR SIN' S. FLOOR DRAI',S, SLOPES' S_AB DEPRESSIONS (L AND PA!SED CURBS ELECTR :CAL AND PLUMB :NG STL;L OUTS AN A__ JTriE!- r UNDER THIS SCOPE OF RESPONSIB!L : T,• RELATED TO THIS EQU:°MEN CON- RACT 34. NO SUBS T ITUTION ALLOWS: POI PAINTING SPQCIFICAT'IONS T TO BEAR COSTS POP RELOC OR A__ ROJGH - INS, IF NOT INSTALLED PEF APPROVE' PLANS. Ss. NOT USE'. t3• THE CONTRACTOR SH A__ BE RESPONSIB_E FOR THE COMPLETE SECURITY OF HE S: WHILE JOB IS IN PROGRESS AND JN71L JOB IS COMP_! - !D THE = OF ANY +r OWNER SUPPLIED ITEMS, ACCEPT, EC. B" CONTRACTDR SHAL_ BE T- r- RESPONSIB :_ :T' O° THE GENERAL CONTRACTOR < 14 A -L DCBR :S SHA__ BE REMOVE: FROM PRE-V:SES AND A_- ARRAS SWA__ 8° LE ° :N CO A C LEAN (BROOM. COND: - ION A A— TIMES .DURING CONS- R.,C - :0` n 15 CONTRACTOR S14A_.. 'TAK! A-L_ NECESSARY PRECAIJInONS TC ENSURE T - °_ SAC = - - ' C O° -►-` OCC;JPAN S A',_ VLORKERS A :. -_ :MES c �+ 16. CONTRACTOR SHALL PROVIDE TEMPORARY WATER POWER. ^TEAT :NG, TE_EP► D%r OFFICE ANC TOI..L`T FACILITIES AS REQ -!RED =OF =nTIR_ DURATION OF PRGJE :' 17. GENERAL CONTRACTOR IS PTSPONSIB -E FOR RECEIVING, UNLOADING, UNCR,. - • :NC. INSTA AND HOOKUF OF ALL FOOD SERVICE EQUIPMENT AND OTHEC OWNER PURNISIJED ITEMS, EX:EPT F'. -ANTS AND DECOR SEE CHART BELOW FOR :DETAILS co 0 FZ U 1 6141 / 4 ?& Design Team c QED �NGE 7A_ Eff d� pQRO VEO • 'CvKW` Plin roo** " vel is subw tD e v rg and ... � aw of oor1str� Of approvo � =a o r X—OKE, Aeo t � Cam► d 11� Its dia u dog be alb 19 00 ONIB of was N000 P1W approw of TWmvft Stiff pl dN6 10M r vA oe*ft a n pW stod dl ad MR WK%j a addf w pan err 11m aEeAR,n1e resat Of &aaW 1 asPW ah Of nukw* euaDn�G rxvmON Architect DP3 Architect i. Ltd. 211 East Broad Streret Greenville, SC 2960 864- 232-8200 Phone 864- 232-7587 Fax www.dp3architects.c Structural. Engineer Caruso, Turley. Scott, INC. 2702 North 40 Street Suite 20C Phoenix, Arizona 85008 602.912 -9120 °hone , 602-912-935'$ Fey HYAQ.5rigin The Roberts Group 239 Southland Dr. Suite C Lexington, KY 40503 859- 276 -2006 Phone 859- 2762901 Fax Plumbing_ Engineer The Roberts Group 239 Southland Dr. Suite C Lexington, KY 40503 859 -27e -2008 Phone 859-2762901 Fax M M ,, • �r pwa No DRAWNG DESCIVTION AEv. / DATE NO r ' T• ' Existing R. Count 4 ,,: • _ANC B :Ar'! P A�. - RE ZE A0017 F °. Q(L I �' 21Q 5 ANOAR:� 5FA-' ' Z< 7 ►-<,NOICAPPEw SPAC;S ' SUIT. 217 TOTAL, PAR':ING 5p I-CES iWNA"EC - E ; BY PQJa05EC �PEEZtR AD01 - :0N • TRASH CORRA.. eNL.L• =V!EN r Existing Bililding Square Footage Q A2 ��CTA.ILS Ex IS - ING r3: I:.O1NG B99G 5 h °W EXTER',A_ FG°_=: ;'_*� 120 SF. 1,ACCE5SE0 FROM OU"SIDF T-E CXIS'rINf pwa No DRAWNG DESCIVTION AEv. / DATE NO r ' T• ' � ` • r .. .. ... _ANC B :Ar'! P A�. - RE ZE A0017 F °. Q(L - - Z< J� 6 Q A2 ��CTA.ILS M U W � V Q F,-A', A %Z cc D U M --. �F• fir•` " .J': °..� : ".� <, �' °OVVF4 c`�,� I r 1 D : L .. M _I B�IL_D :NG STR„'CTURL Y .. Electrical _Engineer The Roberts Group 239 Southland Dr. Suite C Lexington, KY 40503 859- 276 -2006 Phone 869- 2762901 Fax r M 4STFRC' GQL `INGTON t A '` r% H 1 or C! f -'r # 0 I . �. • N • 4, .. d , / DP3 ARCHITECYS, LTD. J 211 East Booed Be" Grewwft. SC 2960' T.864.232A2W ef.864232.7667 www.DPSmd , Pr D ec. • irt � r1k4! 4 t �IJr Bahama Breeze freeze Additlor. Tukwila, WA. Fro jest "ber 04189 Dawn By jCM Crnecxed By MSE Date 04 .June 04 R e , IsM s ary�YUrcwaA Pl1A/T �� Dr awing T Wa rh r r I DI C) 4 I v. moo., kq G 1► • r ' t � •ww.� • r .. .. ... _ ... �....�... Tukwila, WA Project Notes U f0 c c 3 _O �i 3 O is O 4) J _6 U 4? ftf d O a 4) .r Li 1. APPROVED PLANS SHA-_ BE KEOT IN A PLAN BOX AND S H ALL NOT BE USED B WORKMEN ALL CONS RJCTION SETS SHALL RE °LECT SAME INFORMATION 18 THE GENERAL CONTRACTOR SHALL DE RESPONSIBLE FOR AND SHALL REPLACE OR NO CONTRACTOR SHAI. L MAINTit• :N ONE COMPLETE SET C`F PLANS DN TH PREMISES IN REMEDY ANY FAi,LTY, IMPROPER OR INFERIOR MATERIALS JR WORKMANSHIP WHICH TITLE ShEE- nil I GOOD CONDITION AT AL_ TIMES THIS S HALL INCLUDE ALL ADDENDA AND CHANGE! SHALL APPEAR WITHIN ONT (1) YEAR OR AS OTHERWISE SDECIFIED FOR A SPECIFIC V� ORDERS COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT EXCEPTION, (THE ROOFING SUBCONTRACTOR SHALL FURNISH AND 2 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO MAINTAIN AGREEMENT CO- 9I3NED BY THE CONTRACTOR TO MAINTAIN THE ROOFING STARTING AN`' WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER ALL DISCREPANCIES DATE OF FINAL TURNOVER INSPECTION.) TO BE REPORTED TC ARCHITECT PRIOR TO STAR' OF CONSTRUCTION FLOOR PL,A 3. DISCREPANCIES BETWEEN PORT:ONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND 18 GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, AZ SPECIFICATIONS ARE NOT I%4rEtiD_'D TH CONTRACTOR IS TO CLAR:F ANY SUCH MECHANICAL EQUIPMENT, P! UMBING VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATE SCREWED ON. DISCREPANCIES WITH THE OWNER PRIOR TO COMMENCING WORK & COPY S AME CLARIFICATIONS REQUE=ST TO ARCHITECT 20 ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO THE 4 REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS THE OWNER SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR - 0 CONTINUING WITH WORK 21 GENERAL CONTRACTOR SHALL. SUBMIT WITHIN FOJR (4) WEEKS OF PROJECT START AL_ SHOF DRAWINGS OWNER WILL REVIEW ALL SHOP DRAWINGS AND SAMPLES FOR W CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT THE OWNER AND /OR 6 CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS ARCHITECT'S APPROVAL OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AS SET FORT IN SOILS EVALUATION SHEE THE OWNER AND/ OR ARCHITECT AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. ACCEPTS NO RESPONSIBILITY FOR THE ACCURAC" 0 THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS GRADING TRENCHING ETC - CONTACT OWNER FOR 22 DECOPATIVE MATERIALS, WALL HANGINGS, LTC, SHALL be NONFLAMMAB_E OR U INSTRUCTIONS PRIOR TO ' HE CONTINUATION OF WORK SHOULD ANY UNUSjAL FLAMEPROOF PER STA - E' F ?RE MARSHALL REQJIRE : T S COND:TIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION EXISTING ELEVATIONS AND LOCATIONS TO BE JO:NTED SHA BE VER! 'IED BY THE 23 MINIMUM FLANK SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO CONTRACTOR PRIOR TO CONSTRUCTION IF THE" ::IFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTE Y THE OWNER THE BUILDING CODE AWC LOCkL GOVERNING BUILDING CODES/ ORDINANCES a ITS ARCHITECT SO THAT MOD :FICA - IONS CAN BE MADE BEFORE! PROCE °DING W:Tr. THE WORK J SOl 24. PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL 6 IT SHALL BE T , -E RESPONSIBILITY OF THE CONTRACT ;?R TO LOCATE ALL EXISTING NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED SEE MECHANICAL AND /OR ELECTRICAL DRAWINGS FOR LOCA'ION OF SLEEVES, S1.1 UTILITIES Wti!` - HER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE ACCESSORIES, ETC THE CONTRACTOR SHALL BEAR 'HE EXPENSE OF REPAI >' OR REPLACEMENT Cr-: 521 TYPICAL DETAILS UTILITIES OR OTHER PROPER` DAMAGED 5- CPERA'IONO IN CONJUNCTION WIT- THE 25 NOT USED EXECL' -ION Ow ''-E WORK 7 GC TO PROVIDE PIPE SPRINKLER SYSTEY IN ACCORDANCE WITH NFPA 13 AND 24 ALL BIDDING IS ADMINISTERS^ B BAHAMA BREEZE CONSTRUCTION DEPARTMENT ALL SHOWN HERE:N FIR_ SPRINKLER CONTRACTOR :5 TC SJBM :T COMPLETE SHOP REQUESTS FOR CLARIFICA'IONS TO PROJECT MANAGER OR DESIGNATED DRAWINGS. LAYOUT AND RE -ATED DATA TO ARCHITECT /OWNER FOR APPROVAL FIRS REPRESENTATIV° A' B BREEZE AND PRIOR TO SUBM :SSION TO PUILDING DEPAR AND FIPi MARSHAL- FOR APPROVAL PRIOR TO INSTALLATION ANY REVISIONS AS A RES�..T. OF SUCH 27 IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH SUBMISSION TO SPRINKLER DRAWINGS SHALL FLIP BE APPROVED BY OWNER ALL REQUIREMENTS OF THE BUILDING AUTHORITIES H AVING JURISDICTION OVER THIS PRIOR TO FABRICATION TYPE OF CONSTRUCTION AND OCCUPANCY 28 CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO fHE WORK ALL INSERTS, 8 GENERAL CONTRACTOR TO REFER TO THESE DOCUMENT✓ AS WE,-- A!? ANCHORS ANGLES, PLATES, OPENINGS, SLEEVES. HANGERS, SLAB DEPRESSIONS AND SPECIFICATIONS FOR IDENTIFICATION OF ALL OW NER SUPPLIED ITP_`ti;c• ALL ITEMS PITCHES AS MAY BE REQUIRED TC ATTACH AND ACCOMMODATE OTHER WORK NOT MARKED AS 'OWNER SUPPLIED' ARE TO BE SUPPLIED B" GENERA. CONTRACTOR PEI UNLESS NOTED OTHERWISE, ALL :' EMS ARE '0 BE INSTALLED By GENERAL CONTRACTOR 2 ALL VETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO Be 'YP :CAL AND SHALL BE CONSTRUED TO APPLY TO AN" SIMILAR SITUATION 9 FOR CONSTRUCTION DL"TAILS NOT SHOWN USE TtiR MANUFACTUPER -S APPROVED SHOP ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFEREti r DETAIL IS SHOWN. DRAWINGS / DATA SyEE'_TS IN ACCORDANCE WITH THE PROLEG' SPECIFICATIONS 30 IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE M AND SEQUENCE TO INSURE THE SAFETY OF T 561 -DING AND ITS COMPONENT 10 THE CONTRACTOR SHALL FIELD VE'RIF r ALL CONDITIONS AND DIMENSIONS PRIOR TO PARTS DURING ERECTION J ANY WORK AND SHAD BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING '*'HOSE FURNISHED BY SUBCONTRACTORS CONTRAC SHALL ACCEPT PREMISES AS a FOUND OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING 31 APPROVAL FOR DEVIATIONS FROM PLANS TO BE OBTAINED IN WRITING FROM OWNER SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAF .TER ARC- �:TEC IS TO BE COPIED ON ANv DEEVIATIONS. 11 THE GENERAL BJILDING PERMITS SHALL BE PAID FOR 5" THE OWNER ALL OTHER ♦� PERMITS SHALL DE SECURED AND PAID FOR B`" THE SUBCONTRACTOR DIRECTLY 32 32 NO CHANGES TO WORK TO BE ° XECUTED WITHOUT PRIOR WRITTEN CONSEN FROM RESPONSIBLE ALL REQUIRED CITY, COUNTY AND /OR STATE LICENSE$ SHALL BE ARC,-4: IS - 0 BE COPIED ON ANY DEVIATIONS ACQUIRED AND PAID FOR BY THE INDIVIDUAL SJBCONTRACTOR 12 33 ALL REQUEST FOR CLAR:FICATIONS DURING CONSTRUCTION TO BE SUBMITTED TO THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMEN" AND ARCHITECT AND COPIED 'O OWNER'S PROJECT MANAGEP a COORDINATE LOCATION OF FLOOR SINKS FLOOR DRAINS, SLOPES, S -AB DEPRESSIONS AND RAISED CURBS ELECTRICAL AND PLUMBING S'U5 O, TS. AND ALI. � 7HER WORK UNDER - HIS SCOPE OF RESPONSIB :_IT" RELATEC TO 7 "1 EOJ :PMEr. C.'�,NTP.AC-OR 54 NO SUBSTITUTION ALLOWED FOR PAINTING SPECIFICATIONS TO BEAR ,^OSTS FOR RE- OCATION'S OF ALL ROUGH-INS. :F NO INSTALLED PER .. APPROVED PLANS 13 THE CONTRACTOR SHAL.L BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND JNT:L ,oOB 15 COMPLETED T--"— OF ANY OWNED SUPPLIED :TEMS, ACCElPTED By CONTRACTOR SHALL DE THE RESPONSIBILIT OF THE GENERAL CONTRACTOR 14 ALL DEBRIS SHALL BF REMOVED FROM PREMISES AND ALL AREAS SHALL 9E LEFT IN A CLEAN (BROOM) CONDITION A - ALL TIMES DURING CONSTRUCT :ON 15 CONTR•ACTOQ S HALL TAKE ALL NECMSSAR PRECA'.;TIONS TO ENSLRE "HE SAFETY OF THE OCC,rpANTS AN;, WORKERS A' Aa TIMES 16 CONTRACTOR S"A'_;. PRO \VIDE TE MPORARY WATER, POWER HEA71N TELEPHONE, OFF:CE, AND TO :LE? FACT_ :T'IES AS REQUIRED °OR EN DURATION OF PROJEC` 17 GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOAD :NG. UNCRA"ING, INSTALLATION AND HOOKUP O° ALL FOCD SERVICE EQUIPMEN AND OTHER OWNER FURNISHED ITEMS, EXCEPT PLAN - S AND DECOR SEE CHAR' BELOW FOP :)E OWGl NO. C t * M DEBCW I FE:V. / DATE NO Ti TITLE ShEE- nil I V� �t LANDSCAPE PLAN - FREEZER ADDIT :Oh <V Al FLOOR PL,A AZ EXTERIOR ELEVATIONS AND DETAILS cc W r U J SOl GENERAL STR„CTURA- NOTES S1.1 FOUNDATION /ROOF FRAMING PLAN 521 TYPICAL DETAILS U cc PEI PARTIAL PLUMBIPJG AN POWER PLAN M Z CD M J a R -1 REFRIGERATION PLAN - COLDZON° ♦� - KOLPAK WALK -INS a T O i .. IL a Existing Parki Count 210 STANDARD SPACES 7 HANDICAPPED SPACES ' 2 '17 TOTAL PARKING SPACES (JhA`"rzEC - 'ED B" PROPOSED FREEZER Ar'DI"10N • ''RA9 6 4 CORI:AL ENLARGEMENT Existing Buildi S uare Footage q E \ISTING BUILDING NEW EXTERNAL FREEZER IIr�R Nw�Ml�6 r1w �.Mw„ ��,,,0}W b � ana aka er°pp .�„d� °° "� . " o ►� Mifts - ft of �ft MOM �f ca.P"o �p,p311G DNS Y Mr *Wq= *AS 60 El RM r 60 80" �f I ""met rr1�r appr�E�MI d T MIIAM DI�ir OL NOTE: AEarllioM"M rap** a MW 00 ohm" and EEC► mdmb �" p1W WAW 1� 19930 S F 235 S.W. REVIEWED � CODE GOM APPROVED 317 02 Z9lM Y 1 N1 �ktivEfa ` -- Seal 7769 EG! TEREO RC JTECT MA - L STATE 010 WA GTON AUG ,� zool N DP3 ARCHITECTS L� ARCf11T6CT8, ETD. ' M I am 01"W arm 4fM111M, 8C X01 T. ab41.t�00 F. �AdS2.76A7 NIwN. Pro jest r ft �L� Bahama Breeze Freezer Addition " o Tukwila, WA AU6 17 � 1 Fro ject Number 04169 � Drawn By .RCN+ Checked B MSE Date 13 Aug 04 Ike lisions i ,,,, ION 1 Design Team ,Architect DP3 Architects, Ltd. 211 East Broad Street Greenville, SC 29801 884- 232 -8200 Phone 884- 232 -7687 Fax www4p3architects.com Structural Engineer Caruso, Turley, Scott, INC. 2702 North 44th Street Suite 200 Phoenix, Arizona 86008 802- 912 -9120 Phone 602-912 -9390 Fax HVAC JEn9ineer The Roberts Group 239 Southland Dr. suite C Lexington, KY 40603 869-276 -2000 Phone 869-2782901 Fax Plumbing Engineer The Roberts Group 239 Southland Dr. suite C Lexington, KY 40603 SW276 -2006 Phone OW2762901 Fax electrical Engineer The Roberts Group 239 Southland Dr. suite C Lexington, KY 40603 869-276 -2006 Phone 869-2762901 Fax Drawing Title Sheet I)DqQ00 l 9 a •111..1131091W -,.t- eft- .......... TUKWILA PARKWAY EIRICA CARbIFA - -SPRINCt" IAHIIE' . . ... WHITE WINTER FLOW-RING HEATHER ft" WAS CALLUNA VULW(klS ,, -8MT04 HEA L 1 0TIQ LU OTTO LUYKEN LAUREL 5' SIDE NALK MALL ACCESS=- TO SOUTHCENTER PKWY I r 0 41 ♦ 00 I I ol I 1p 0 ol S j it RAYWOOQ ASH ERICA %,'%ARNEA 'SPRINGWOOD MITE' WHITE WINTER FLOWERING HEATH PRUNU$ L. OTTO LUYKEN OTTO LQYKEN LAUREL VIN CA: MINOR PURPLE DWARF PERIWINKLE IMPERATA CYLINDRICA 'RUBRA' JAPANESE BLOOD GRASS WHITE WIN TER c &A r D%vw x u ' AM RAM r 7,k,, .► A# IOR I" VAL4W $LAW jqj 1 .0. -pwpomh CANA 5" SIDEWALK b� Al IF HC RAMP MALL ACCESS TO TUKWILA PKWY �� � �� ���i . ;. / �� _rte. BOX. tai � / •�� \v \` , � �� . / '� •. \ I '" IPA w w • 11111Iq ICU ti e N 4. rc0ite" r ` u G u MT, �1 4; wo y dt 112 sit)t *A 8466 756 'Not adtree.com . . . . . . . . . . . Iree.2= ST OF v TON I RED HITECT "WT 0 TON T Kathleen B radley Reader 0 Certificate N 576 O � Q Q � < N 3: 0 Afth O w U N Li C m U < 0 < 7 < m C; REVISION No. Dote B y 4Z8 2 KBR f ev. Per City ornments 1 2 7 Z3 0 /02- KBR Oev. Per City m 20 P- a KU ft"m R Shoot No. KBR L 1 a% of 1 am" Auc. 2OnA 16 GENERA N OTES A. DIMENSIONS ARE TO FACE 01' MASONRY UNLESS OTHERWISE NOTED. p. THE GENERAL CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE OWNER. A2 1- 9% 11A11 C! O U ca c 3 n j 3 U O O 0 w �v c cv J U m U_ Q D_ 0 O G) CL 0 cl a) a� cv v� c 3 ca a� vi Cf U FLOOR PLAN SHEET Al NOTES 1 EXISTING GATE TO REMAIN. LINE OF EXISTING DUMPSTER ENCLOSURE. 6. NEW COOLER. REFER TO MECHANICAL DRAWINGS AND OWNER SUPPLIED SHOP DRAWINGS. 4. EXISTING TRENCH DRAINS TO REMAIN ALL NEW CONCRETE WITHIN EXPANDED DUMPSTER ENCLOSURE TO SLOPE TO EXISTING DRAINS. 6. NEW CONCRETE PAD, SLOPE TO EXISTING TRENCH DRAINS. REFER TO STRUCTURAL DRAWINGS. 6. 6 -INCH DIAMETER PIPE- COLUMN FILLED WITH CONCRETE. REFER TO DETAIL 6/A2. 8. REUSE EXISTING DUMPSTER GATES. REFER TO 8/A2 AND a /A2. 8. IF THIS AREA HAS ASPHALT, GENERAL CONTRACTOR IS TO REMOVE ASPHALT AND REPLACE WITH CONCRETE TO MATCH EXISTING SIDEWALK TIE EXISTING SIDEWALK INTO NEW SIDEWALK. 10. NEW SAWCUT LINE IF NOTE 10. APPLIES 11. NE TRASH COMPACTOR (PROVIDED BY OWNER). REFER TO ELECTRICAL DRAWINGS. 12. EXISTING EQUIPMENT IN NEW PROPOSED LOCATION. 15. FILL GAP BETWEEN EXISTING BUILDING AND NEW COOLER WALL WITH BLOCKING AND INSULATION. PROVIDE WATERPROOF MEMBRANE IN THIS AREA UNDER NEW EXTERIOR FINISHES. 14, REMOVE EXISTING SECTION OP COOLER WALL AND BUILDING WALL - CONFIRM DIMENSION WITH NEW COOLER SHOP DRAWINGS. PROVIDE NEW HEADER AT BUILDING WALL. PROVIDE PROPER WALL SUPPORT AT LOAD BEARING BUILDING WALL DURING DEMOLITION. rOLLOW RECOMMENDATIONS OF COOLER MANUFACTURER rOR DEMOLITION OF EXISTING COOLER BOX. 15. WRAP NEW OPENING BETWEEN COOLERS WITH CONTINUOUS STAINLESS STEEL AT CORNERS AND HEAD. 16. QUARRY TILE IN NEW COOLER TO MATCH EXISTING TILE IN COLOR AND TEXTURE. • 17. INSTALL NEW STAINLESS STEEL THRESHOLD SET IN MASTIC TO COVER GAP BETWEEN NEW AND EXISTING COOLERS. Q RrEC'�OMED FM CW *Na APPROVED sp m of Tukwila BUILDING D1%90 L'►TY of n ,, AUG 1 pehWr C&vrr R FA 778A R ISTERED CHrMCT (3GL STATE W NGTON 2004 P3 01 .ARCHITECTS OP9 AFICHtTEM LTD. 211 EW &*W ft" Gnm*ft SC 2 01 T. Ae4.?aZ.lE00 f. ad4,�Z.76r1 , Project � p�re�Z� Bahama Breeze Freezer Addition Tukwila, WA Project Number 04189 Drawn By .JCM Checked By MSE Date 13 Aug 04 V4' - 1-V r .- Drawing Floor Plan Al f. '' -- -. .�.r. .._ - .. _ _ _ _ ___ ..�r.1�.w- - .�r�... ... �. -- •�..- ...... . w .....- _ �..►t...rrr.... ..n._..._ . r► , /MIrMrMr� � rl..�i.rarrt •w 41R . �r�i. .' . Rob 0 0& M 41 S-HEff A2 GENERAL NOT. E,$ A. GENERAL CONTRACTOR TO REMOVE THE EXISTING PACADE MATERIALS AT THE EXTERIOR WALL THAT WILL RECEIVE THE NEW COOLER BOX ADDITION. REPAIR ANY DAMAGE TO SUBSTRATE. qb GRADE AT BUILDING EAST ELEVATION NEW EXISTIN3 WIV T-V• co Ell �� ` ; I s I l� ,f� III ! �i i ! i f, Ili ► I �� •i I i i s I 1 1 1 �� ,� � j i i i { I I E 6 li! n Ll IL 3 Q _ _ - _ -, -- - - -= 0 jr �SOUTH ELEVATION .c C 1 .... °. •.......�.- -- •..� �.. � ..ice ,..�._ .,•••1�.;• .� -�_ .1..- 1,: ,� '` 11y�1- ~ ._ _. .••t ..ri ��.. ..1 r.,« 'T� +J••J► -n^r ',/...'T._ �._� -. .f `. W52 F..r ..T. _.r. -• . t� EXISTING I NEW -, '� WEST . ELEVATION / 8/4' - T-0" 3 �\ MATCH EXISTING 1 � Q 4 * & 5 4 I o ! 1p a I { � I 0 ' -0 " INTERIOR FINISH FLOOR � t 45 M I N I 2 ,~6 -` ORAD° AT BUILDING I ,• � �;,,.;. , EXISTING COOLER U � \ / \� /� j \ •• / v im ' , �•�� '� %, \ )�n�LL SECTION PIPE COLUMN DETAIL #Ar - t-V III !!I11 '14f ' ft - WALL SECTION AT COOLER oft In waft ftefilim of work 1 ;'�►> M. O�v�o� d and n" &%*Xb M*61 a rov om uArfl w Pin MVIM few BC•TTOM OF RAMP AT GRADE I W41 - T'q' EL. 18' - 0 " TOP OF PARAPET EL. 0' -0'` INT. FIN. FLOOR T EL. -1' -6" GRADE= AT BUILDING P1 M*w aQpfO w is tD am and pI doft AAk- Of ft vWabon , any alb Wo or ardkwm pAMW '°f #ppr°`reu Copy and k as By DOoe: 16 - a9 -o my of Two M-M - D�ZS EQ JAL E UA- 22' -9 1/ R.O. VERIFY IN FIELD WITH EXISTING DLWSTER GATE PLAN DETAIL a/4• - t-W E A� ' 000 A ;V!PR V�10 2 8 1004 DIVISION dUYLDING 5 I Wr • T-W 22' -9 1/4 R 0. VERIFY IN FTFI 0 WITH FXTSTINC. Seal 7769 GISTERED RCHITECT Ml, SOL STATE G 4Y• I'NkiTON OCT 1 004 .ADP 3 ARCHITECTS � r . DP9 A xwnECT'8. LTD. 211 &W lboW SN" Grewwft SC 20MI T. WOM 232 s -oo F. 984�.7s7 graw. LOOM ROject ��eLG S HEET -A -IOTA 1 8" CMJ WALL. REFER TO STRUCTURAL DRAWINGS. 1/2" EXP JOINT MATERIAL. 5, METAL COPING TO BE SAME COLOR AS EXISTING COPING. SLOPE TO EXTERIOR. 4. EPDXY PAINT INSIDE OF TRASH ENCLOSURE COLOR TO MATCH EXISTING COLOR 5. ONE COAT STUCCO SYSTEM. FINISH AND COLOR TO MATCH EXISTING. G. NEW CMU WALL CONSTRUCTION AND FINISH. REFER TO DETAIL 4/A2 AND STRUCTURAL DRAWINGS. STUCCO PINISH TO MATCH EXISTING FINISH IN COLOR, MANUFACTURER, AND TEXTURE. 7. EXISTING STONE BASE. S. CONCRETE WASH (SMOOTH DOME;. 6. 6" DIAMETER STD. WEIGHT STEEL PIPE 10. CONCRETE SLAB. SEE STRUCTURAL DRAWINGS. 11. FOOTING FOR PIPE COLUMN, REFER TO S''RUCTURAL DRAWINGS. 12. EXISTING RAMP 15. FILL CELL WITH CONCRETE AND REBAR. REFER TO STRUCTURAL DRAWINGS. 14. EXISTING FOUNDATION. 15. EXISTING HANDRAIL AT RAMP. 16. EXISTING DUMPSTER GATES. 17. EXISTING HEAVY DUTY HASP. 11 THRU BOL.TED." 18. NEW GATE HINGES WITH 6" X 6" X 1/4" WELDED ON THE SIDES OF STL. POST. (3) PER GATE AS PER MFR. RECOMMENDATIONS. PROVIDE GREASE FITTING ON HINGE COLLAR. 18. NEW 6" DIAMETER PIPE COLUMN. REFER TO S /A2, 20. EXISTING CANE BOLTS ON INSIDE OF DOORS 21. EXISTING SWIVEL SPRING LOADED CASTER. 22. NEW V D X 2" L GALV. PIPE IN CONCRETE AT EACH CANE BOLT. 23. EXISTING GATE TO REMAIN. 24. EXISTING DUMPSTER GATES - RELOCATED. REFER TO SHEET Al AND DETAIL 8/A2 AND 9/A2. 25. EXISTING ROOF ACCESS LADDER - NO WORK. 26. NEW STONE BASE APPLIED TO FOUNDATION WALL AND NEW STUD WALL, STONE MATERIAL TO MATH (EXISTING MATERIAL IN COLOR, MANUFACTURER, AND FINISH. REFER TO DETAIL 6/A2. 27. NEW STONE WATER TABLE TO MATCH EXISTING IN COLOR, MANUFACTURER, AND FINISH. ,REFER TO nPTAIL G /A2. 28. NEW ONE COA" STUCCO SYSTEM OVER NEW STUD WALL. STUCCO TO MATCH COLOR, MANUFACTURER, AND PINISH OF EXISTING STUCCO, REFER TO DETAIL 6 /A2. 28. STUCCO CONTROL JOINTS AS REQUIRED BY S'T'UCCO MANUFACTURER, 30. EXISTING METAL ROOF. 31. NEW METAL ROOF TO MATCH EXISTING ROOF` IN COLOR., MANUFACTURER, AND STYLE. EXISTING DRAWINGS INDICATE THAT THE EXISTING ROOF IS A BlERRIDGE "S" DECK SYSTEM. SENERAL ZONTRACTOR TO VERIFY, 32. SOFFIT TO MATCH EXISTING SOFF1 ' IN COLOR AND DESIGN. 35. REFER TO STRUCTURAL DRAWINGS FOR DETAILS AT THIS AREA. 34. FILL GAP BETWEEN EXISTING 1 5U:LDING AND NEW GOOIER WALL WITH BLOCKING AND ' NSULATION. PROVIDE WATER PROOF MEMBRANE IN THIS AREA. 35 CONCRETE SLAB REFER TO STRUCTURAL DRAWINGS. 36. THIN SET QUARRY TILE. TILE TO MATCH COLOR AND FINISH OF EXISTING TILE. TILE TO BE SET TO MATCH EXISTING FLOOR ELEVATION. INSTALLATION SHALL MEET TCA 115 -05 OR ALTERNATE METHOD APPROVED BY ARCHITECT. 57. FOUNDATION WALL. REFER TO STRUCTURAL DRAWINGS. 38. FOOTING. REFER TO STRUCTURAL DRAWINGS. 5e. PERIMETER SLAB INSULATION IF REQUIRED BY CODE. 40. EXTERIOR FINISHES APPLIED TO FOUNDATION WALL AND METAL STUD WALL, INSTALLATION OF FINISHES TO COMPLY WITH AND FOLLOW RECOMMENDATIONS OF FINISH MANUFACTURER. REFER TO BUILDING ELEVATIONS FOR COORDINATION OF MATERIAL LOCATION. 41. COOLER WALL BY COOLER MANUFACTURER. 42. 2x KNEE WALL. REFER TO STRUCTURAL DRAWINGS. 45. REMOVE EXISTING SECTION OF COOLER WALL AND BUILDING WALL - CONFIRM DIMENSION WITH NEW COOLER SHOP DRAWINGS. PROVIDE NEW HEADER AT BUILDING WALL. PROVIDE PROPER WALL SUPPORT AT LOAD BEARING BUILDING WALL DURING DEMOLITION. FOLLOW RECOMMENDATIONS OF COOLER MANUFACTURER FOR DEMOLITION OF EXISTING COOLER BOX. 44. WRAP NEW OPENING BETWEEN COOLERS WITH CONTINUOUS STAINLESS STEEL AT CORNERS AND HEAD. 45 TILL BASE BEYOND. 46. 2 1/2 METAL STUD WALL. 47. STONE STARTS AT HANDICAP RAMP. REFER TO ELEVATION 48. STEP FLASHING. 48. NEW METAL HANDRAIL. ATTACH TO BUILDING 50. INFILL WI - F� CONCRETE BETWEEN FOOTING ANC; EXISTING RAMC 51. 5/8" O.S.B SOFF:~ 52. PROVIDE 5" WIDE BUGSCREEN VENT. 53. PROVIDE 1 1/2" DIA. HOLE AT 3' -0" O.C. IN BLOCKING FOR VENTILATION. I Cr' U WAL'.- t 4 �{4 5 // 4 ' , J 3/ �;•. 1- - --- -6" DIAMETER STEE&- PIPE FILL WITH 3000 PSI CONCRETE STEEL ANGLE 2 1 IX2 "X1/4" SEE BELOW FRAME AND BRACES - 1/2" THICK SLOTTED S'•EEL PLATE WELDED TO COLLAR LEAN HINGE COLLAR WITH GREASE lITTING G" DIAME "rER STEEL PIPE FILL WITH CONCRETE 1/2" THICK SLOTTED STEEL PLATE _ I WELDED TO COLLAR STEEL DOLTS AND I WASHERS HINGE COLLAR WITH GREASE FITTING COLLAR CONTINUOUS WELD AROUND TO POST N.EV ATION � 6" DIAMETER STEEL PIPE FILLED WITH CONCRETE 1/2" THICK SLOTTED STEEL PLATE Bahama Breeze Freezer Addition Tukwila, 'WA Project Nw bey 04189 Df wn By .,IOM C bemed By MSE Date 13 Aug 04 Revi 1 TW 1 Oct '04 R80981 well 98Ct. at ooOl -rry• . OCT 2 7 2004 "ANT ce / { i Rio U : WELDED TO COLLAR IL 5/4" STEEL DOLTS AND Olt a s WASHERS Exterior Elevations \ I Z R- HINGE COLLAR WITH and Details jj 0 GREASE FITTING I 1, - COLLAR CONTINUOUS WELD ' i � � o AROUND TO POST f "- � ' C�ION 24 GAUGE CORRUGATED *t METAL DECKING WITH 6" � �L t o + • RIBS PAINT 0 DUWSTER GATE HNW DETAILS ---- _ ---'- _. _. _... - - -- - -- - -. -_ - .._ r.,_ .-.. _. _.... _ - - l....,,,M.. - - -- - ... . .w.a.7 1. ",... `* -._ - ,YiP..wll�.. - ' Lwrir _ .. _ - - -- ---- --- - -:H�. , ,..u.. .. ��I�iiw �...r.w� .1«►:�.+Ilbi�.�i�rrrarrr. s+��� -. y r M 4 a - DUWSTER ENCLOSURE GATE ELEVATION DETAL M U e� co B �3 •c 3 0 3 d 0 CL a� 0 c M c 0 N N �O J U a� L) d M a 0 0 a� a 0 a r — 0 C OZ rn Q S. n Atn 0 r 0 0 N N M 0 Nn n Q 0 At1 a 0 a 0 a v 0 0 h Z Y I f O r 0 Ir � t 0 I O GENERAL STRUCTURAL NOTES MoD -PLED SYMBOL DESCRIPTION REMARKS �C`TION LS (�_ - POUNDS ,111pp1I•• ulnl•" na.d an•NrwAw on ftMIIf10• THESE ABBREOTED GIVNERAL STRUCTURAL NOTES ARE WRITTEN TO MATCH THE BOOK �ECi1CAT10NS. IF 1tERE ARE ANY ITEMS THAT DO NOT CORRESPOND EXACTLY AS MP SPLICES IN CONCRETE: SHOP DRAMANGS: SPECIAL INSPECTION - STRUCTURAL ONLY: WRITTEN, THE MORE SA&"NT SHAT TAKE PRECEDENCE, ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE ';TRUCTURAL ENGINEER PW)ADE SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADD" TO ITEMS SPECIAL INSPECTION IS TO BE PROVIDED FOR tK ITEMS LISTED BELOW IN ADDITION TO THE ROOF FRAMING DETAILS ARE 300 SERIES NUMBERS BENT CORNER BARS TO MATCH AND LAP WITH HORIZOK AL BAPS AT ALL CORNER`, AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING 8AI SPACING GIVEN ARE MAXIMUM REQUIRED BY ARCHITECTURAL SPECIFICATIONS PROVIDE THREE (3) PRINTS AND ONE (1) SEPIA TO THE STRUCTURAL ENGINEER FOR HIS REVIEW. ALLOW TWO (2) WEEKS FOR REVIEW INSPECTIONS CONDUCTED BY THE CITY OF TUKWILA, WASHINGTON BUILDING DEPARTMENT. SPECIAL STRUCTURAL INSPECTION SHALL NOT RELIEVE THE OWNER THEIR KILOK 00111: ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND •IANOBI)OK DOWEL VERT'CAL, REINFORCING TO FOUNDATION WITH STANDARD 90 - DEGRI E HOCKS UNLESS NOTED 1111E AFTER RECEIPT OF SUBMITTALS BY THIS FIRM OR AGENT FROM REQUESTING THE CITY OR COUNTY INSPECTIONS REQUIRED BY SEC 108.5 AND 108.7 1997 MM OF THE UNIFORM EAIIIDING CODE, WITH CITY OF TUKWILA WASHINGTON OTHERWISE. SE CURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. 1NE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE OF THE 1997 UNIFORM BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER SAC. 1701 FOR THE FOLLOWING: NOMA- - - - - - METAL BUILDING MANUFACTURERS ALT. --- -- - - - - ALTERNATE STRUCTURAL ENGINEER. ALL ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENT'S ANSI- - - - - - AMERICAN NATIONAL STANDARDS MECH'L - - - - - MECHANICAL NAP SPLICES, UNLESS NOTED OTHERWISE, SHALL BE CLASS b' TENSON LAP SPLICES PER "I BE FLAGGED UPON THE CONTRACTOR'S REVEW. 1. CONCRETE: L ITION LATEST ED OF ACI 318. STAGGER SPLICES A M IMMIJM OF ONE LAP LENGTH. ONLY N/A - -- - -- -- - NOT ApPUCABLE A DURING THE TAKING OF TEST SPECIMENS. N.T.S. - - - - -- - NOT TO SCALE WHE SPECIF1CAly NOTED ON DRAWINGS MAY LAP SPLICES IN CONCRETE COLUMNS BE STANDARD COMPRESSION LAP SPLICES. %WY ALL DIMENSIONS WITH ARCHITECT PRIOR TO FABRICATION OF ALL STRUCTURAL B. CONTINUOUS INSPECTION DUNRK THE PLACEMENT OF ALL REINFORCED CONCRETE, ROOF LIVE LOAD = 20 pef (REDUCIBLE). AT (MEASUREMENT) RETIES. UNLESS NOTED OTHERWISE. FLOOR (WOOD DECKS) LIVE LOAD; 100 f Ds GROUND SWW LOAD - 25 pef (NON - DRIFT) LAPS IN WELDED WIRE FABRIC SHALL BE MADE SO THAT THE OVERLAP, MEASURED BETWEEN WANUFACTUREk OR FABRICATOR SHALL CLOUD ANY AND ALL CHNAINGES, OR C. NO INSPECTION IS REQUIRED FOR UNRONFORCED SLABS ON GRADE. ROOF DEAD LOAD - 15 psf MAXIMUM OUTERMOST CROSS WIRES OF EACH FABRIC SHEET, IS N(T LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. QEVNIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED, WHICH ARE NOT 2. BOLTS IN CONCRETE: DURING THE PLACEMENT OF CONCRETE AROUND BOLTS. BOOR !WOOD DECKS) DEAD LOAD = 8 pef B.O.F. - - - - - BOTTOM OF FOOTING . PA RTIES, CLOUDED OR FLAGGED BY SIJBMNTTING o SHALL NOT BE CONSIDERED APPROVED BRG - - - - -BEARING -' TRUSSES AND JOISTS SHALL BE DESIGNED FOR A SUPERIMPOSED FUTURE MECHANICAL C - - - - - - CAMBER AFTER STRUCTURAL EN(�NEER'S REVIEW, JNIESS NOTED ACCORDINGLY. 3. REINFORCING STEEL' FOR ALL CONCRETE REQUIRED TO ;,PECIAL INSPECTION HAVE LOAD OF 4O0 Abe. AT ANY LOCATION WIND = 80 MPH WAND SPEED, EXPOSURE C. ��� STEEL: THE STRUCTURAL ENGINEER HAS THE RIGHT TO APPROVE OR NOT APPROVE ANY CWWGES NOTED A60vE, INSPECTION OF IN-PLACE REINFORCING FOR CONFORMANCE PRIOR TO THE CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE JOBSITE. SEISM C Z K TONE 3 (Z = 0.30) ALL CONSTRUCTION PER LATEST AMERICAN INSTITUTE OF STE,:L CONSTRUCTION AISC TO CONTRACT DOCUMENT AT ANY TNWE BEFORE OR AFTER SHOP DRAWING REVEIN. C.LB. - -- - -- -- CENTERLINE OF BEAM SDI - - - - - - STEEL. DECK ; NSTITUTE HANDBOOK. ALL WIDE F LANGE STEEL SHALL BE ASTM A572 NOTED A572 (Fy = 50 KSI) U SLH - - - - - - SHORT LEG HORIZONTAL 4. EXPANSION, EPDXY, AND ADHESIVE ANCHORS: DURING THE PLACEMENT OF ALL SL V- - - - - -- SHORT LEC VERTICAL OTHERWISE. ALL PIPE STEEL SHALL BE ASTM A501 (Fy = 36 KSI) OR ASTM A53, TYPE E OR S. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR IANCHORS. FOUNDATIONS: GRADE B (Fy = 35 KSI). ALL TUBE STEL SHALL BE ASTM A500 (Fy = 46 KSI). ALL SHOWN INCORRECTLY AND NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT CONC C.J. - - - - CONCRETE CONTROL JOINT SOILS REPORT BY PROFESSIONAL SERVICES INDUSTRIES, INC. FOR PROJECT 878 -15055 MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 F - 36 KSI). ALL BOLTS SHALL BE ASTM A307. ALL EXPANSIVE ANCHORAGE � OR CONIC INSTALLATION ) SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONRAC TTOR'S RED TO ENSURE THAT ALL ITEMS ARE CONSTRUCTED TO CONTRACT DUTIES 00 RESPONSIBILITIES OF THE SPECIAL INSPECTOR: DATED AUGUST 29, 2001. SPREAD FOOTINGS SH%i BEAF ON FIRM CONTROLLED COMPACTED FI; 18' MINIMUM BELOW ADJACENT FINISHED GRADE AS STATED IN SOILS ONLY SHALL BE PER RAMSET /REDHEAD 'TRUBOLT' WOO AMCHOR (I.C.B.O. ER. 1371) OR APPROVED EQUAL. ALL EPDXY ANCHORAGE FOR CONCRETE OR MASONRY SHALL BE PER DOCUMENTS. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT -L REPORT. FINISHED GRADE IS DEFINED AS TOP OF SUB FOR INTERIOR FOOTINGS AND SE SM"I� T' SYSTEM WITH DUAL SIDE BY SIDE CAR'TRfJGES (I.C.B.O. ER. 5279 OR THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY K)THERS RESTS CONFORMS TO THE APPROVED DESIGN � AND SPECIFICATION. LOWEST ADJACENT GRADE WITHIN 5 FEET FOR PERIMETER FOOTINGS. DESIGN SOIL BEARING VALUE 2500 PSF. REFER APPROVED EQUAL ALL REFERENCE TO HEADED STUDS SHALL BE ° TRW /NELSON HIGH STRENGTH HEADED STUDS OR APPROVED EQUAL AT CONTRACTOR'S OPTION HEADED WITH THE DES TT IGNING OR SMITING AUTHORITY. A, THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE = TO SOILS REPORT FOR ADDITIONAL INFORMATION PRIOR TO COMMENCEMENT OF EARTHWORK. SOILS ENGINEER SHALL INSPECT FOUNDATION STUDS PER ABOVE MAY BE SUBSTITUTED FOR C%KNT10NAL ANCHORS AND MACHINE BOLTS (REVERSE SUBSTITUTION NOT ALLOWABLE). ABLE). ALL ANCHOR BOLTS, EXPANSION REV"NG IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING MATH THE WORK. ALL EXCAVATIONS PRIOR TO PLACEMENT OF CONCRETE. BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG CONTRACTOR. - REQUESTS FOR DEVIATIONS SHALL BE ORIGINATED BY THE CONTRACTOR VIA WRITTEN T.O.P.C. - - -- - - TOP OF PRECAST CONCRETE TIGHT INSTALLATION UNLESS NOTED OTHERWISE NO SPLICES SHAT BE PERMIM IN ANY T.O.S. - - - - - - 'OP OF STEEL REQUEST FOR INFORMATION (RFI). B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING CONCRETE: STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS. GENERAL NOTES: OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. AL DISCREPANCIES MINIMUM 28 DAY STRENGTH AS FOLLOWS: EXP. JT (E.J.) - -EXPANSION JOINT THE STRUCTURAL CONSTRUCTION DOCUMENTS THE FINISHED STRUCTURE. SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY' AND THE BUILDING UBC - - - - -- - UNIFORM BUILDING CODE F.F. - -- - - - - FINISHED FLOOR THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL AL CONNECTIONS HAVE BEEN MADE AND OFFICIAL. SLAB - ON - GRADE--------------------------------- - - - - -- -3,000 psi FOUNDATIONS------------------------------------ UNLESS NOTED OTHERWISE. ALL WELDS PER LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS) STANDARDS. ALL WELDING SHAT BE PERFORMED BY WELDERS HOLDING ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH AS INDICATED IN THE C. CONTRACTOR SHILL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS - - - - -- -3,000 psi PAVILION SLAB -ON- GRADE----- - - - - -- - - -- - - - - -- - - - -5,000 pei VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON CONTRACT DOCUMENTS. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL, PROVIDE ALL MEASURES NECIMARY TO PROTECT THE STRUCTURE REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN -PLACE LADDERS, SCAFFOLDS, LIFTS AND /OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S ALL CAST -IN -PLACE CONCRETE CONSTRUCTION SHALL CMFORM TO THE LATEST EDITION OF THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED DURING CONSTRUCTION. SUCH MEASURES SWILL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. D. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL THE AMERICAN CONCRETE INSTITUTE (ACI). ALL CONCRETE SHALL BE PLACED WITHIN NINETY (90) MINUTES OF BATCH TIME. MECHANIC VIBRATE ALL CONCRETE WHEN OTHERWISE. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. TIM DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP ANO FIELD WEIRS; THE CONTRACTOR MAY SHOP WELD OR STRUCTURAL. ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S WEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE COMPLETE AND SIGN THE APPROPRIATE FORMS � CERTIFYING THAT M THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND PLACED, EXCEPT THAT, SLABS -ON- -GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE 9W DRAWINGS SUBMITTED FOR REVIEW SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHAD. OBSERVATION SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP FOUR (4) INCHES PLUS OR MINUS ONE (1) INCH) I.F. W -- - -- -- -- - INSIDE FACE OF WALL VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITE)IfS). I.O.D.- - - - - - INTERPRETATION OF DRAWINGS FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER G USED, A HOCR FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. CAST CLOSURE POUR HIGH STRENGTH HEADED STUDS SHALL BE AUTOMATIC WELDED CONFORMING TO ALL 'RECOMMENDED WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. AROUND COLUMNS AFTER COLUMN DEX LOA) IS APPLIED. UNLESS APPROVED OTHERWISE REQUARDAM OF THE LATEST EDITION OF THE PRACTICES FOR STUD WELDING O . STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA ANY ENGINEERING DESIGN, IN WRMNG BY THE ARCHITECT, ALL CONCRETE SLABS -ON- GRADE SHALL BE BOUND BY CONFORMANCE SHALL INCLUDE. BUT NOT BE UNITED TO, ALL QUALITY CONTROL PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A GENERA.: CONTROL JOINTS (KEYED OR SAW CUT) PFR TYKAL- DETAILS, AS SHOWN ON THE TESTING PROVISIONS OF THE AFOREMENTIONED PUBLICATIONS REGISTERED ENGMEER RECOGNIZED BY T14E BUILDING CODE JURISDICTION OF THIS FOUNDATION PUN, SUCH THAT THE ENC! JSED Ak -:A DOES NOT EXCEED 150 SQUARE FEET. KEYED CONTROL JOINTS NEED ONLY GAXUR AT EXP')SED EDGES DURING POURING, ALL ALL FULL (COMPLETE) PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN PROJECT. STRUCTURAL OBSERVATION INCLUDES, BUT IS NOT LIMITED TO, THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AID OTHER JOINTS MAY BE SAW CUT. INDEPENDENT TESTING LABORATORY. NOTES AND DETAILS ON DRAWINGS SHALL. TAKE PRECEDENCE OVER GETNERAL STRUCTURAL SPECIFICATIONS, AT SIGNIFICANT CON'STRUCT101N STAGES AND AT COMIPL 711 OF THE WOOD: NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL STRUCTURAL SYSTEMM, AND SUBMISSION OF APPROPRIATE OBSERVATION REPORTS TO THE FLY ASH, IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHAT BE LIMITED TO 18% OF CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENT'S. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, BUILDING OFFICIAL CEMENTTTIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USEC IN FLATW3RK OR SAWN LIMBER: GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL THE OWNER SWILL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PERFORM STRUCTURAL ARCHITECTURALLY EXPOSED CONCRETE. FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF GOVERN. OBSERVATION AS DEFINED IN SECTION 1701 OF THE 1997 UNIFORM BUILDING CODE. ; THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER CONTRACTOR SHAT BE RESPONSIBLE FOR VERIFICATION OF AL DIMENSIONS WITH OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR AND THE BUILDING OFFICIAL. THE REINFORCING: INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AID SHALL HAVE MINIMUM PROPERTIES ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABUSH AND VERIFY AL OPENINGS AND INSERTS STRUCTURAL OBSERVER SWILL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT ASTM A615 (Fy = 60 KSI) DEFORMED BARS FOR ALL BARS. WHERE SHOWN ON DRAWINGS ALL WHICH MEET OR EXCEED THE FOLLOWING WOOD TYPES: FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. WI1L'G MARE FABRIC PER APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. RMVED. ASTIM A185, WIRE PER ASTM A82. NO TACK WELDING OF REINFORCING BARS ALLOWED WOOD TYPE WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI TYPICAL. DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED CODE AND DETAILING MANUAL APPLY. CLEAR CONCRETE (:OVERAGES AS FOLLOWS: RAFTERS AND MULTI- MEMBER ROOF BEAMS OTHERWISE - 2 x --------------------------------- - - - - -- H.F. #2 TYPICAL U.N. ON PLAN CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ------------- - - - - -- 3' GAZEBO RING BEAM (B22) --------------------------- - - - - -- D.F. -L. 11 CONSTRUCTION MATERIAS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. COLUMNS WALLS TIE S) O lAAO SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. MASONRY ------------------------ - - - - -- - -- SEE DETAILS S2' TOP PPTES ----------------------------------- - - - - -- H.F. , 2 ., ALL OTHER PER LATEST EDITION OF ACI 318 STUDS OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR 2 X 4 -------------------------------- H.F. #2 SHALL BE RESPONSIBLE FOR AL NECESSARY CHANGES, APPROVALS AND THE ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF 2 X 6 OR URGER -------------------------------- - - - - -- H.F. #2 COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE /CORROSION BY USE POSTS OF A PLASTIC OR CONCRETE CHAIR. DUCT -TAPE COVERED REINFORCING IS NOT AN X ------------------------------------- - -H.F. #2 ANY CHANGES TO THE STRUCTURE SHAT HAVE BEEN REVIEWED AND APPROVED IN ACCEPTABLE CHAIR. 4 6 OR URGER ------ - - - - --- -- ------------------ - - - - -- WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO COMMENCING WORK ON 6 X 6 OR LARGER --------------------------------------- H.F. # THE ITEMS AFFECTED. ANY CHANGES MADE WITHOUT PRIOR APPROVAL ARE SUBJECT TO ALL DIMENSIONS REFERENCED IN DRAWINGS AS 'CLEAR' SHALL BE FROM FACE OF APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR SHALL PROVIDE STRUCTURE TO EDGE OF REINFORCING, AND SHALL NOT BE LESS THAW STATED, NOR SKETCHES, PHOTOGRAPHS, AND A WRITTEN DESCRIPTION OF EACH DEVIATION FROM THE GREATER THAN 'CLEAR' DIMENSION PLUS 3/8'. AI.L OTHERS SHALL BE PLUS OR MINUS 1/4' CONTRACT DOCUMENTS FOR THE REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. TYPICAL UNLESS NOTED OTHERWISE. WOOD FRAMING MEMBER SHALL NOT BE NOTCHED OR DRII LED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. ALL NAILING NOT NOTED SHALL BE PER TABLE 23- II -8- OF THE 1997 U.B.C. ALL BOLTING SHALL BE PER STEEL SECTION. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMMPSON STRONG -TIE COMPANY, K. OR OTHER MANUFACTURER WITH CURRENT AND EQUIVALENT LC.B.O. APPROVAL WHERE "TYPE' OF CONNECTOR S INDICATED ON THE DRAWINGS, THE CONNECTOR AND ATTACHMENT SHALL BE PER THE MAXIMUM MODEL NUMBER BASED ON THE SIZE OF THE MEMBERS CONNECTED. IN STUD WALLS, UNLESS NOTED OTHERWISE, INSTALL TRIPLE STUDS AT ALL JAMBS, CORNERS, INTERSECTION AND AT ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE. EVERY OTHER STUD OF WOOD FRAME BEARING WALL SHALL HAVE A SIMPSON ANCHOR, AS INDICATED ON THE DRAWINGS, TOP AND BOTTOM EXCEPT AT THOSE WALLS WHERE PLYWOOD SHEATHING IS NAILED DIRECTLY TO THE TOP AND BOTTOM PLATES. PROVIDE 2X SOLID BLOCKING AT MID - HEIGHT OF BEARING STUD WAILS. PROVIDE 2' SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. DOUBLE UP FLOOR JOISTS AND BLOCKING UNDER PARTITIONS. INTERPRETATION OF DRAWINGS PLAN LEGEND MoD -PLED SYMBOL DESCRIPTION REMARKS �C`TION LS (�_ - POUNDS TYPICAL DETAILS ARE TWO DOT SERIES NUMBERS ( D227 A.B.C. - - - - - AGGREGATE BASE COURSE FOUNDATION DETAILS ARE 100 SERIES DETAILS ACI - - -- -- -- - AMERICAN CONCRETE INSTITUTE DETAIL CUTS SHOWN ON PLANS FLOOR FRAMING DETAILS ARE 200 SERIES NUMBERS LO.D. - - - - - LOCATION Or DETAILS A.F.F. -- - - - - ABOVE FINISHED FLOOR ROOF FRAMING DETAILS ARE 300 SERIES NUMBERS 227 PLAN LLH ------LONG LEG HORIZONTAL MISC. DETAILS ARE 400 SERIES NUMBERS LLV - - ----LONG LEG VERTI WOOD STUD WALL U.N.O. SEE G.S.N., PLANS & 5CHED. FOR SIZE AND SP INSTITUTE 8' MASONRY WALL U.N.O. OTHER SIZES ARE DIMENSIONED ON PLANS (ABBREVIATIONS NABBRE V NOTE: ABOREMA71ONS MAY OR MAY NOT HAVE K(K,IP - - -- - -1000 POUNDS PERIODS, BUT SHALL BE READ AS SAME. KLF - - - - - - KIPS PER LINE AR FOOT SO.1 LS (�_ - POUNDS A.B. - - - - - -- ANCHOR BOLT _ _ L -LIGHT GAGE STEEL A.B.C. - - - - - AGGREGATE BASE COURSE LGSEA - - -- - - LOCH' GAGE STEEL ENGINEERS ACI - - -- -- -- - AMERICAN CONCRETE INSTITUTE ASSOCIATION A/C - - - - - - AIR CONDITI LO.D. - - - - - LOCATION Or DETAILS A.F.F. -- - - - - ABOVE FINISHED FLOOR LL - - - - - - - LIVE LOAD AJSC -- - - - - - AMERICAN INSTITUTE OF STEEL LLH ------LONG LEG HORIZONTAL CONSTRUCTION LLV - - ----LONG LEG VERTI AISI - - - - - - AMERICAN IRON AND STEEL MAS - - - - - - (MASONRY INSTITUTE MAS C.J. -- - - - MASONRY CONTROL JOINT AITC- - - -- - - AMERICAN INSTITUTE OF TIMBER MAX - - - - -- - MAXIMUM CONSTRUCTION NOMA- - - - - - METAL BUILDING MANUFACTURERS ALT. --- -- - - - - ALTERNATE ASSOCIAroN ANSI- - - - - - AMERICAN NATIONAL STANDARDS MECH'L - - - - - MECHANICAL INSTITUTE MFR('S) - -- - - - MANUFACTURER('S) APA - - - - - - AMERICAN PLYWOOD ASSOCIATION MIN - - - - - - MINIMUM ARCH'L - - - - ARCHITECTURAL N/A - -- - -- -- - NOT ApPUCABLE ASTM -- -- - - - AMERICAN SOCIETY FOR TESTING N.T.S. - - - - -- - NOT TO SCALE AND MATERIALS O.C. - - - - - - ON CENTER AWS - - - - - - AMERICAN WIELDING SOCIETY O.F.%L- - - - - - OUTSIDE FACE OF WALL AT (MEASUREMENT) OPP + - OPPOSITE BM - - - - - -BEAM _ � _ � OS�N - - OCCUPATIONAL SAFETY AND B.F.F - - - - -BELOW FINISHED FLOOR HEALTH ADMINISTRATION BILK - - - - - - BLOCK o0 - -- -- - - - PRECAST/1PRESTRESSED CONCRETE B.O.B. - - - - - BOTTOM OF BEAM y INSTITUTE B.O.D. - - - - -BOTTOM OF DECK P.C. - - - - - - PRECAST CONCRETE B.O.F. - - - - - BOTTOM OF FOOTING PLF - - - - - -- POUNDS PER LINEAR FOOT BRG - - - - -BEARING -' t _ _ _ _ _ - _ PLUS OR MINUS C - - - - - - CAMBER PREFAB - - - - - PREFABRICATED C -C.- - - - - - CENTERLNE TO CENTERUNE PSF- --- - - - - POUNDS PER SQUARE FOOT C.G. - -- - - - CFNTER OF GRAVITY PSI - - - - - - POUNDS PER SQUARE INCH C.I.P. - - - - -- CAST IN PLACE PTI - -- - - - - POST- TENSIONNr'NG INSTITUTE C.L. - - - - - - CENTERLINE REINF - - - - - - REINFORCING C.LB. - -- - -- -- CENTERLINE OF BEAM SDI - - - - - - STEEL. DECK ; NSTITUTE C.L.C. - - - - - CENTERLINE OF L%X.UMN SLH - - - - - - SHORT LEG HORIZONTAL C.LF. - - - - - CENTERLINE Lir SOOTING SL V- - - - - -- SHORT LEC VERTICAL C.L.W - -- -- - - CENTERLINE OF WALL SJI - - - - - - STEEL JOIST INSTITUTE CLIP --- --- -CLEAR SIN - - - - - - SIMILAP CONC - - - - -CONCRETE SO. - - - - - -- SQUA IL CONC C.J. - - - - CONCRETE CONTROL JOINT SSMA - - - - - STEEL STUD MANUFACTURERS CON" S.J. -- - CONCRETE SAWCUT JOINT ASSOCIATION C.N.U. - - - - - CONCRETE MASONRY UNIT STD - -- -- - - - STANDARD CONN - - - - - CONNECTION S TL - - - - - - STEEL CONT - - - - - CONTINUOUS TL - -- - - - - TO - AL LOAD CRSI- - -- _ _. _CONCRETE REINFORCING STEEL T.O.B. - - - - -- TOP OF BEAM I INSTITUTE T.O.C.T. - - - - - TOP OF CONCRETE TOPPING DL - - - - - - DEAD LOAD T.O.D. - - --- - - - TOP OF DECK o OR DI - - - -DIAMETER T.O.F. - - - - - - TOP OF FOOTING DI,N _ _ - - - - DOWN T.O.L. - - - - - - TOP OF LEDGER DWG(S) - - - - DRAWANG(S) T.O.M.- - - - -- - *OP OF MASONRY E. C. - - - - - -END TO CENTERLINE T.O.P. - - -- - - - TOP OF PLATE E.E.------END TO END T.O.P.C. - - -- - - TOP OF PRECAST CONCRETE E.O.S. -- - - - EDGE OF SLAB T.O.S. - - - - - - 'OP OF STEEL EQ - - - - - - EQUAL T.O. W.- - -- - - - Top OF WALL EQUIP - - - - -EQUIPMENT TPI - - - - - - TRUSS PLATE INSTITUTE EXP. BOLT (E.B.) - EXPANSION BOLT TYP - - - - - - TYPICAL EXP. JT (E.J.) - -EXPANSION JOINT T&G - - - - - - TONGUE AND GROOVE E.W.- - -EACH WAY UBC - - - - -- - UNIFORM BUILDING CODE F.F. - -- - - - - FINISHED FLOOR U.N.O.- - - - - - UNLESS NOTED OTHERWISE F.O.M. - - - - -FACE OF MEMBER VERT - - - - - - VERTICAL REINFORCING F.O.S. - - - - --FACE OF STEEL WCLA - - - - - - WEST COAST LUMBER ASSOCIATION F.O. W. - - - - -FACE OF WALL WWB - - -- - - - WEST COAST LUMBER INSPECTION GA - - - - - - GAGE (UNIT OF MEASUREMENT) BUREAU GAL -- - - - - GALVANZEO W.W.F.- - - - - - WELDED WIRE FABRIC G.S.N. -- - - - -GENERAL STRUCTURAL NOTES WWPA - - - - - WESTERN WOOD PRODUCTS GLIB (GLULAIW) - - GLUED - LAMINATED BEAM ASSOCIATION HORIZ - -- - - -HORIZONTAL REINFORCING W/ - - - - - - W! IBC - - - - - - INTERNATIONAL BWLDING CODE W/C - - - - - - WATER TO CEMENT RATIO ICBO - - - - - - INTERNATIONAL CONFERENCE OF W/O - - - -- -- -- WITHOUT BUILDING OFFICIALS I.F. W -- - -- -- -- - INSIDE FACE OF WALL I.O.D.- - - - - - INTERPRETATION OF DRAWINGS C" F- a tJF n,NA*kA AUG 1?ft - 'ix%,rC 91rM CODEREVI� FOR � APP OVED SEP 02 2M BUIt iNG -- DIVISION VOCATION OF DETAILS DETAILS SHEET DESCRIPTION - -- SO.1 GENERAL STRUCTURAL NOTES 01 -19 S2.1 TYPICAL DETAILS FOR ADDITIONAL INFORMATION SHO1I N BUT NOT NOTED, SEE MHERAL STRUCTURAL NOTES AND INT1rRPRETATION OF DRAWINGS ON SHEET S0. 1, AND TYPICAL DETAIL SHEETS. PROJECT NUM9ER 04 -475 -1 PROJECT MANAGER ARM PROJECT ENGINEER ARM PROJECT DRAFTER CPR CARUSO • TURLEY • SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STREET WUh 200 PHOENIX, ARIZONA d600d (@M 112 -9120 (912 -9390 FAX) a Seal r.03a 0 i r od" :AECrstElm ���► ' �011AZ. E� h DP3 ARCHITECTS M Op LID• j Il1 Boot boWd �rlNlt OIIMIIM4 aC >�f T. god"" �.r00 F. M4I.11�.7�7 r , r .. Project Bahama Breeze Cooler Addition Tukwila, WA Project Number 04189 Drawn By Checked By Date 13 August 04 Revisions Dra*ng GENERAL STRUCTURAL NOTES S0.1 � 4 F - - � _ -. -. •—... _'-. _" _• —. - .�.— .. +.yw -�M'M ww►�r W�•�I..'I"rM .►'7•Ar. e.. -n.. .. A. r . Y •... —. —,.. � - - F4PE F OOTIN G PER AR CTURAL- 1 �.1 R 1 12 3 1 - - - - - -- - - - - - - 1 1 �11 I 1 3 1 j I I 52.1 I I al I ' I 1 I I ,� LI I A,"S2.1 cr ,��� 4' CONCRETE SLAB OVER o 6 0 1i�1 4" COMPACTED FREE t t pRAINING GRANULAR C S A C v 3 a 'c c a r c c� C D N r _ cu J L d a 0 0 Lu M c a� a� tt qv� a� v It a r 0 0 N N G.9 4 CI r I 1` N C (D—__ LF ", I I ; 77,11— BRA TERIAL. , - � M 1 r�rc 1 , tic., O 1 S2.1 � � $� 1 f­ .� _ � 1 - . -.-.�; F 14 1 --�_ F-1 � ,1 S2.1 I I C.J. i I , ( I 1 1 1 1 111 I CW 1 111 ICJ. ' N+ 7 W 1 I I 10 1 S2.1 1 b 1 L I 1 EEF 1 ' 1 M aD FOUNDATION PLAN 000� etas: va . ro � 1 1 -- I I 1� ' I I COK -- I _ --- °; 1 FOUNDATION PLAN NOTES : 1. SLAB - ON - GRADE TO BE 4" THICK f'c = 3000 PSI CONS. W 6x6 - W1.4xW1.4 W.W.F. PROVIDED IN SHEETS NOT ROLLS) ON 6 MIL. VAPOR BARRIER. LAP 6" & TAPE, TYP. 2. CENTER ALL FOOTINGS BELOW WALL OR COLUMN. U.N.O. 3. PROVIDE FOUR (4 ) INCH CONCRETE SLAB ON GRADE ON A MINIMUM FOUR (4; INCH THICK FREE DRAINING GRANULAR MATERIAL. REFER TO GEOTECHNICAL REPORT FOR STRUCTURAL FILL AND SITE PREPARATION REOUIREMENTS. 4. REFER TO S2.1 FOR FOUNDATION DETAILS. U .N.O. 5. REFER TO SHEET SO.1 FOR GENERAL STRUCTURAL NOTES. 6. ALL WOOD MEMBERS EXPOSED TO CONCRETE OR WEATHER TO BE PRESSURE TREATED. /NEW ROOFTOP r —! . 4 R OO F FRAMING PLAN NOT 1. R� CORRUGATED METAL ROOF ON 4x1's AT 16" O.C. (TOTAL DEAD LOAD = 10 PSF) 2. ROOF JOISTS ARE EOUALLY SPACED BETWEEN SUPPORTS U.N.O. (24" O.C. MAX) 3. REFER TO SHEETS SO.1 FOR STRUCTURAL SPECIFICATIONS. 4. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS /ELEVATIONS & FOR CONTROL POINT KEY PLAN. crr oCz A016 I pW r Qftz)t 1� CADE REylE"D A ED � T� Of �- s f O t 0 V 0 t s Z W O f r LE poi 0 I 7 1.2 3 I I ,Q, - +- +.�.1�.... -•mow •_•_•___ ... .mow I i b f I A.9 I 1 ZZ C �4 2X6 AT 24" C.I O.C. ALIGN W/ EXISTING FRAMING- 41 1 EJ 1 Q 1 , 1 I I E Z ] J 1 ox 0Z aD ROOF FRAMING PLAN ve ra . LOCATION OF DETAILS OETAIIS 11MEET KSCOWT04 - -- S0.1 GENERAL STRUCTURAL NOTES 01 -19 S2.1 TYPICAL DETAILS FOR ADOITMAL WORMATION 90M BUT NOT 11#07M. SEE W4ERAL STRUCTURAL NOTES AND R41LRPRETATIM OF DRA04M ON SHEET S&I. AND TYMCAL DETAIL SMUTS. PROJECT NUMBER 04 -475 -1 PROJECT MANAGER ARM PROJECT ENGINEER ARM PROJECT DRAFTER CRR CARUSO • TURLEY • SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STMT SOME 200 PHOENIX, AAl20111 85000 (902) 912 -9120 (11244 rAx) 1 I 7 1.2 3 I I ,Q, - +- +.�.1�.... -•mow •_•_•___ ... .mow I i b f I A.9 I 1 ZZ C �4 2X6 AT 24" C.I O.C. ALIGN W/ EXISTING FRAMING- 41 1 EJ 1 Q 1 , 1 I I E Z ] J 1 ox 0Z aD ROOF FRAMING PLAN ve ra . LOCATION OF DETAILS OETAIIS 11MEET KSCOWT04 - -- S0.1 GENERAL STRUCTURAL NOTES 01 -19 S2.1 TYPICAL DETAILS FOR ADOITMAL WORMATION 90M BUT NOT 11#07M. SEE W4ERAL STRUCTURAL NOTES AND R41LRPRETATIM OF DRA04M ON SHEET S&I. AND TYMCAL DETAIL SMUTS. PROJECT NUMBER 04 -475 -1 PROJECT MANAGER ARM PROJECT ENGINEER ARM PROJECT DRAFTER CRR CARUSO • TURLEY • SCOTT • INC. consulting structural engineers 2702 NORTH 44TH STMT SOME 200 PHOENIX, AAl20111 85000 (902) 912 -9120 (11244 rAx) Seal M38 . _or S� IdA� Ell► D P3 ARCHITECTS r D�! AROii'T7DCTS LTQ !11 dot BMW sftd iiwMMsr sc um 7 1r. F. M4.i�. W Project 0 M e e 4Z 4 Bahama Breeze Cooler Addition Tukwila, WA Project Numt*f 04189 Drawn By Checked By Date 13 August 04 Revisions Drawing FOUNDATION/ ROOF FRAMING PLAN Si m _. _�_.. _.. _. _.- r .�._ .. .r .. -.... ..- .�.r..- .. - -s.- _�� - - ..: -.. _. .- .:r.a... _ - _ a .. , r- .iTi.- :1:1�:�'.. -1.. , .- ....�- .�R`.i�'�i�..'S':.�y '�T:.. ". "7: --...� i�! � ' .�.!1��. }' w .1:.� ��.a .. CONDENSOR c 0 c�v 1E c s= Cn . In - c O 3 d R 0 co c 0 Ui c M a 0 0 CL 4) rn a� C L.. 0t C1 0 0 NO ii I D N 0 N 0 o I 0 r 0 I. E Y 0 i C A Z M NOTM 1. 3/4" DIA. SMOOTH DOWEL AT 48' O.C. SET IN EPDXY, CREASE 07WR END 2. EXISTING COMCIiETE SLAB EDGE. a #5 CONTINUOUS TOP NO BOTTOM. 4. CONCRETE SLAB W1 W.W.F '-0) ► _(2) C r CONCRETE SLAB AT EXISTING CONCRETE SLAB ' 04 -475 NO SCALE dQff.�. 1. PAVING. 2. 1 #5 CONTINUOUS TOP AND BOTTOM. 3. CONCRETE SLAB W/ W.W.F. -O N �__ 2'-8* MASONRY SCREEN WALL AT FOOTING JI i. 186 -43M NO SCALE N07ES: 1. NEW MASONRY WALL. NEW MASONRY STEM WALL AND CONCRETE FOO EXISTING MASONRY WALL EXISTING MASONRY OR CONCRETE STEAL WALL AND CONCRETE FOOTING AS OCCURS. 2 #5 x1'-6' DONE.S SET N EPDXY Y (4) (2) (5) I NOTE- ' NEW F007 NG AND EXISTING ' FOOTING MAY OCCUR AT - - i - - - - DIFFERENT ELEVATIONS. FOR DEPTH OF FOOTING, SEE C.S.N. AND FOR FOOTING DIMENSION, SEE PLAN NEW MASONRY WAIL AT EXISTING MASONRY WALL 2- 01.06M NO SCALE 0 NEW FOOTING AT EXISTING FOOTING b7ES. 1. 2- #5x1' -6" DOWELS AT 9' O.C. SET IN EPDXY 2. NEW CONCRETE STEM WAIL AND FOOTING. 3. EXISTING CONCRETE OR MASONRY STEM WALL AND CONCRETE FOOTING AS OCCURS. (3) (9) (10) (16) (12) 04 -475 NO SCALE NOTES, 1. MASONRY WALL W/ #5 VERT. EXIST. METAL DECK. I. I. (1) AT 16' O.C. 2. (5) 9 -18x1' HWIH TRU GRIP TEK 16" O.C. WITH 2 -1/4" DIA x 3" 2. ( DOWELS TO MATCH AND LAP (8) 5. RUNNER. RAFTER. VERTICAL WALL REINFORCING. CONTINUOUS 40 RUNNERS AT 4x BLOCKING 117H SIMPSON 7. 3. 2 45 CONTINUOUS IN 8' /8J 4. NEW 2x6 W000 RAPIER AT WOOD SCREW AT EACH RAFTER DEEP GROUTED BOND BEAM. EACH EXISTING WOOD RAFTEP. ` 2 () 3. 2x SOLID BLOOONG WITH 3-164 GROUT ALL MASONRY SOLID 6. (17) 4. PER BLOCK. 1 1 /2* MAX. NOTCH - DRILL BELOW FLOOR. (18) 4 CONCRETE SLAB ON GRADE w/ - 11. 5. �•--- W.W.F. COMPACTED SOIL PER SOILS (6) ` 5. CONCRETE FOOTING. ENG'R. VARIES REFER TO GRADING 1/Y PLYWOOD SHEATHING w/ 0 SCREWS AT 6' O.C. AT 6. #5 X 16" X 48' (SLV) AT WITH 16d AT 12" O.C. PANEL _ i 0 16' O.C. 7. WOOD STUD WALL. r 3 ) (3) 7. MASONRY STEM WALL WITH S. SIMPSON H16 AT EACH RAFTER. W/ 1 /2" DIA. r EMBED #5 VERTS AT 16' O.C. ; B. 9. 8. 3 #5 CONTINUOUS. COORD. WITH ARCH. 9. #5 PERPENDICULAR BARS T /SLAB EL (SEE PLAN) W.W.F. SEE PLAN AT 24' O.C. �__ 2'-8* MASONRY SCREEN WALL AT FOOTING JI i. 186 -43M NO SCALE N07ES: 1. NEW MASONRY WALL. NEW MASONRY STEM WALL AND CONCRETE FOO EXISTING MASONRY WALL EXISTING MASONRY OR CONCRETE STEAL WALL AND CONCRETE FOOTING AS OCCURS. 2 #5 x1'-6' DONE.S SET N EPDXY Y (4) (2) (5) I NOTE- ' NEW F007 NG AND EXISTING ' FOOTING MAY OCCUR AT - - i - - - - DIFFERENT ELEVATIONS. FOR DEPTH OF FOOTING, SEE C.S.N. AND FOR FOOTING DIMENSION, SEE PLAN NEW MASONRY WAIL AT EXISTING MASONRY WALL 2- 01.06M NO SCALE 0 NEW FOOTING AT EXISTING FOOTING b7ES. 1. 2- #5x1' -6" DOWELS AT 9' O.C. SET IN EPDXY 2. NEW CONCRETE STEM WAIL AND FOOTING. 3. EXISTING CONCRETE OR MASONRY STEM WALL AND CONCRETE FOOTING AS OCCURS. (3) (9) (10) (16) (12) (1) 04 -274 NO SCALE META. RGOFING PER ARCH'L. NOTES: EXIST. METAL DECK. I. I. METAL DECK PER ARCH'L WITH (2) 2. (5) 9 -18x1' HWIH TRU GRIP TEK 16" O.C. WITH 2 -1/4" DIA x 3" WOOD STUD WALL. SCREWS AT 9" O.C. TO CONTINUOUS (8) 5. RUNNER. RAFTER. 2. CONTINUOUS 40 RUNNERS AT 4x BLOCKING 117H SIMPSON 7. 16" O.C. MATH 2-1/4 DIA x 3" LONG 2 -A35F AT 12' O.C. PER BLOCK. /8J 4. NEW 2x6 W000 RAPIER AT WOOD SCREW AT EACH RAFTER SIMPSON H8 AT EACH STUD EACH EXISTING WOOD RAFTEP. ` 2 () 3. 2x SOLID BLOOONG WITH 3-164 ` • 6. (17) 4. PER BLOCK. 1 1 /2* MAX. NOTCH - DRILL 8' MIN. OVERLAP. (18) PILOT HOLE PRIOR TO NOTCHING. (3) N + 11. 5. WOOD RAFTERS AT 16" O.C. ( COMPACTED SOIL PER SOILS (6) S. DOUBLE 2x CONT. PLATES ENG'R. VARIES REFER TO GRADING 1/Y PLYWOOD SHEATHING w/ 0 SCREWS AT 6' O.C. AT (4) (2) WITH 16d AT 12" O.C. PANEL _ i 0 7. WOOD STUD WALL. r 3 ) 7. ' S. SIMPSON H16 AT EACH RAFTER. W/ 1 /2" DIA. r EMBED ; B. 9. NAILING PER SHEAR WALL --_,_. (4) COORD. WITH ARCH. (5) SCHEDULE. T /SLAB EL (SEE PLAN) W.W.F. SEE PLAN ( 10. 0 SHEATHING MATERIAL AS OCCURS. P.T. ' CONT. # 200 WOOD FASCIA. 13. COMPACTED FILL PER SOILS (5) 12. CONT. 2x6 W /010 SCREWS ENGINEER. ' AT 1 2" O.C. 14. VARIES REFER TO GRADING (6) 13. STEEL STUD WALL PLAN _. l 14. PLYWOOD SHEATHING. (7) 15. COOLER WALL BY COOLER MFR. 18' / 16. SIMPSON H8 AT EACH STUD MIN + (13) r SCREWED INTO SIDE OF COOLER FRAME. i ' (14) 17. 18 GA. BENT PLATE BETWEEN JOIST W/3 -#10 SCREWS INTO (15) BLOCKING AND 3-#1 SCREWS INTO STEEL TRACK. 18. 18 GA. CONT. STEEL TRACK. SLOPE WOOD RAFTERS AT WOOD STUD WALL (1) $ 24 MIN. OVERLAP 9. 2 ROWS OF 10d NAILS AT 4' O.C. STAGrERED. (6) (4) (9) + NEW WOOD RAFTER AT WOOD STUD WALL (5) ( (2) ( ( (10) r (7) (8) (9) WOW RUNNERS AT WOOD STUD WALL 04 -274 NO SCALE 04 -475 NO SCALE META. RGOFING PER ARCH'L. NOTES: EXIST. METAL DECK. I. 2 -1/4' DIA.x3' LONG WOOD 2. CONTINUOUS 40 RUNNERS AT 2. WALL PLATE. 16" O.C. WITH 2 -1/4" DIA x 3" WOOD STUD WALL. 4. LONG WOOD SCREWS AT EACH 5. WOOD BLOCKING W / SCRWES RAFTER. INTO STEEL TRACK AT 6' O.C. 3. 4x BLOCKING 117H SIMPSON 7. STEEL STUD WALL.. 2 -A35F AT 12' O.C. PER BLOCK. /8J 4. NEW 2x6 W000 RAPIER AT �� + SIMPSON H8 AT EACH STUD EACH EXISTING WOOD RAFTEP. ` 2 () 5. EXIST. WOOD STUD WALL ` • 6. EXIST. WOOD RAFTER. I + 7. 8' MIN. OVERLAP. $ 24 MIN. OVERLAP 9. 2 ROWS OF 10d NAILS AT 4' O.C. STAGrERED. (6) (4) (9) + NEW WOOD RAFTER AT WOOD STUD WALL (5) ( (2) ( ( (10) r (7) (8) (9) WOW RUNNERS AT WOOD STUD WALL 04 -274 NO SCALE NOTM 1. META. RGOFING PER ARCH'L. 2. 4x1 WOOD RUNNER W/ 2. 2 -1/4' DIA.x3' LONG WOOD AT 16' O.C. SCREWS AT 12" O.C. INTO STUD 2. WALL PLATE. 3. WOOD STUD WALL. 4. DOUBLE TOP PLATE. 5. WOOD BLOCKING W / SCRWES 4. INTO STEEL TRACK AT 6' O.C. 6. CONT. 18 GA. STEEL TRACK 7. STEEL STUD WALL.. 8. PL YWOOD SHEATHING. 9. COOLER WALL BY COOLER MFR. 10. SIMPSON H8 AT EACH STUD r i ) 3 SCREWED INTO SIDE OF COOLER 4. FRAME. 04 -775 NO SCALE hms. 1. STEP FOOTING AS REQUIRED TO MAINTAIN TOP OF FOOTING ELEVATION 1 ' -0' (MIN.) BELOW ADJACENT FINISHED GRADE. COI +TRACTOR SHALL COORDINATE LOCATION PLACEMENT 11TH OVA. PLAN /GEOTECHNICAL REPORT REQUIREMENTS. 2. ADDITIONK BARS TO MATCH FOOTING RbW ORCING. REPORT REQUIREMENTS. 3. FOOTING DEPTH (SEE SCHEDULE). 4. FOOTING REINFORCING PER SCHEDULE. -0 2' -0 MIN. v (2) 3 *-0 ( STEPPED FOOTING DETAIL 04 -274 NO SCALE I. GROUND BEARING CHAIRS OR 2 1 /2 "x2A GA. STEEL SKIDS RUNNERS. 2. 3/16' SAW -CUT JT CUT AS AT 16' O.C. SOON AS POSSIBLE AFTER 2. TROVA LLING. S. FILL JOINT WITH LIQUID SEALER 3. W/ 60-80 HARDNESS. 4. W.W.F. (PROVIDE IN FLAT 4. SHEETS). 5. VAPOR BARRIER LAP AND TAPE 4. PER SPECIFICATIONS. Seal D� (2) (�) (3) .r �- NQ U (4) 11. CUT SLAB AS SOON AS AGGREGATE �l DOES 140T DISLODGE (MUST BE WITHIN SAME DAY AS CONCRETE PLACEMENT.) (c,) 2. PLACE REINFORCING 1/3 SLAB DEPTH FOR 1 SLABS GREATER THAN 5' THICK, AND 1 1/2" CLEAR FOR SLABS 5' THICK OR LESS. 3. HAND TOOL JOINT TO FACE OF WALL WHERE SAWCUT DOES NOT REACH. CONTRACTION JOINT 0 -274 NO SCALE dQTES: I. CONCRETE SLAB WITH W.W.F. 2. (2) # 4 CONT. OR (1) #5 CON T. ( o� w� 1 (2) MIN. THICKENED SLAB EDGE SEE DETAIL 5/52.1 FOR THICKENED SLAB EDGE. CONIC. SLAB ON GRADE AT EXISTING FOUNDATION 04 -274 NO SC 1 DP3 ARCHITECTS 3 � i tr DN AF4W I NOIs 00 in i mad evew owe a1rrMMw gC NINOt t..ae�oo F. M4,i�.7op Project le �% Bahama Breeze Cooler Addition Tukwila, WA Project Ntimber 04189 Drawn By Checked By Date 13 August 04 Revisions OOORDI NA*IONU 10/20/04 W Or. T272004 SAT 7M FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED. SEE IJE'HERAL STRUCTURAL NOTES AM INTURPRETA7M OF DRAWINGS ON 9UT 90.1, AID TYPICAL DETAIL SHUTS. PROJECT NUMBER 04 -475 -1 PROJECT MANAGER ARM PROJECT ENGINEER ARM I PROJECT DRAFTER DIRK CARUSO •TURLEY• SCOTT - INC. consulting structural engineers 9702 MIXTH 44TH STREET SUITE 200 PHOENIX. ARI 85OOd (802) 812 -9120 (91244 FAX) Drawing - TYPICAL DETAILS - - _ S2 _ -- - . -. -.� . _. _. -... . _. .... _. __ _ , .. _ . -.._ ..-► ...- ..r..� .rr...... � ..r - ..- ..�I♦i.. .:..�... »... . .. -Y...• - «.w.�.a ar:.�.l.L��»+.1.�+� �I. ' �Mr...k1i� .raa. r rwtl ._, � .'�� �1► �.,tiy,. �r11��rs.:i�rs�►. � » J =s ( -� 9 t LA t r (10) V_ - N (12)� w�u.� FoonNc 04 -475 NO SCALE 04 -274 NO SCALE 2 1 /2 "x2A GA. STEEL SKIDS 1. NOTES: I. EXIST. STUD WALL. AT 16' O.C. AT 16 O.C. 2. NEW CONC. SLAB ON GRADE. 2. 18 GA. OON T. STEEL TRACK W/ 3. EXIST. CONC. SLAB ON GRADE. 3. 2-.140' DIA SNOT PINS AT 4. EXIST. STEM WALL AND LOCATION. 16' O.C. 4. FOOTING 3. SEE PLANS FOR LOW 5. 3/4" DiA.x1' -0' SMOOTH G. LOCATION. r i ) 3 ROUND DOWEL SET IN 4. 1 -#5 CONT. EPDXY. GREASE OTHER END. (1) I + W. W. F. . F. (SEE PLAN). OPTIONAL CONS"RUCTION SPACED AT 24" O.C. 6' EMBEDMENT IN EXISTING CONCRETE. (5) (1) (3) N + 11. CONT. #4. ( COMPACTED SOIL PER SOILS (6) FLOOR SLAB � I ENG'R. VARIES REFER TO GRADING 1/Y PLYWOOD SHEATHING w/ 0 SCREWS AT 6' O.C. AT (4) (2) PLAN. PANEL SEE DETAIL 5/52.1 FOR THICKENED SLAB EDGE. CONIC. SLAB ON GRADE AT EXISTING FOUNDATION 04 -274 NO SC 1 DP3 ARCHITECTS 3 � i tr DN AF4W I NOIs 00 in i mad evew owe a1rrMMw gC NINOt t..ae�oo F. M4,i�.7op Project le �% Bahama Breeze Cooler Addition Tukwila, WA Project Ntimber 04189 Drawn By Checked By Date 13 August 04 Revisions OOORDI NA*IONU 10/20/04 W Or. T272004 SAT 7M FOR ADDITIONAL INFORMATION SHOWN BUT NOT NOTED. SEE IJE'HERAL STRUCTURAL NOTES AM INTURPRETA7M OF DRAWINGS ON 9UT 90.1, AID TYPICAL DETAIL SHUTS. PROJECT NUMBER 04 -475 -1 PROJECT MANAGER ARM PROJECT ENGINEER ARM I PROJECT DRAFTER DIRK CARUSO •TURLEY• SCOTT - INC. consulting structural engineers 9702 MIXTH 44TH STREET SUITE 200 PHOENIX. ARI 85OOd (802) 812 -9120 (91244 FAX) Drawing - TYPICAL DETAILS - - _ S2 _ -- - . -. -.� . _. _. -... . _. .... _. __ _ , .. _ . -.._ ..-► ...- ..r..� .rr...... � ..r - ..- ..�I♦i.. .:..�... »... . .. -Y...• - «.w.�.a ar:.�.l.L��»+.1.�+� �I. ' �Mr...k1i� .raa. r rwtl ._, � .'�� �1► �.,tiy,. �r11��rs.:i�rs�►. � » J =s ( -� 9 t LA t r (10) V_ - N (12)� w�u.� FoonNc ( (8) 04 -475 NO SCALE NTE&. 2 1 /2 "x2A GA. STEEL SKIDS 1. AT 16' O.C. AT 16 O.C. 2. 18 GA. CANT. STEEL TRACK W,/ 2 -.140' DIA. SHOT PINS AT ;. 2. 18 GA. OON T. STEEL TRACK W/ 16' O.C. 3. 2-.140' DIA SNOT PINS AT LOCATION. 16' O.C. 4. 1 -#5 CONT. 3. SEE PLANS FOR LOW (1) # 5 0 48 O.C. (24" O.C. IF OPTIONAL i (6) �0� (2) G. LOCATION. r i ) 3 7. 4. 1 -#5 CONT. SLAB. 5. S C.I.P. CONCRETE WALL KITH W. W. F. . F. (SEE PLAN). OPTIONAL CONS"RUCTION 5) C CO AT 2 4' O.C. VERTICAL (1) T EL (SEE PLAN) /4 AT 18' O.C. 11. CONT. #4. HORIZONTAL.. HOOK 2' - INTO COMPACTED SOIL PER SOILS (6) FLOOR SLAB � I ENG'R. VARIES REFER TO GRADING 1/Y PLYWOOD SHEATHING w/ 0 SCREWS AT 6' O.C. AT (2) PLAN. PANEL _ i 0 EDGES, 12" IN FIELD. r 3 ) 7. HOOK DOWEL 2'-0 INTO SLAB. W/ 1 /2" DIA. r EMBED B. OPTIONAL CONST. JOIN --_,_. (4) COORD. WITH ARCH. (5) 9. 10. T /SLAB EL (SEE PLAN) W.W.F. SEE PLAN 11. W.W.F. SEE PLAN; 12. CONT. # 13. COMPACTED FILL PER SOILS ENGINEER. ' 14. VARIES REFER TO GRADING .. -.Jk.. PLAN _. it . 18' MIN r ( (8) WALL FOOTING CONTRACTOR'S OPTION TO 1 /S11 r. 04 -475 NO SCALE NOTE& I. ADDITIONAL CORNER BARS TO W ATCH FOOTING REINFORCING. FLAN AT TYPICAL CORNER PLAN AT TYPICAL INTERSECTION FOOTING CORNER BAR PLAN U4 -274 NO SCALE ED fOR :& � � a i. 9' -n 04 -475 NO SCALE • DIES: 1. 2 1/2 GA. STEEL STUDS AT 16' O.C. 2. 18 GA. CANT. STEEL TRACK W,/ 2 -.140' DIA. SHOT PINS AT ;. 16' O.C. 3. SEE PLANS FOR LEDGER LOCATION. 4. 1 -#5 CONT. (1) 5. (1) # 5 0 48 O.C. (24" O.C. IF OPTIONAL i (6) �0� (2) G. ISOL JOINT IS USED) IN FULLY GROUTED MAS. CELLS. 1 /2 - PLYWOOD SHEATHING W/ #10 SCREWS AT 6" O.C. AT r i ) 3 7. PANEL EDGES, 12' IN FIELD HOOK DOWEL 2' -0 INTO SLAB. ( S. 9. W. W. F. . F. (SEE PLAN). OPTIONAL CONS"RUCTION 5) JOINT COORDINATE M/ ARCH. ' 'SEE 4/S2.1 TYP. 10. T EL (SEE PLAN) 11. CONT. #4. 12. COMPACTED SOIL PER SOILS . • 13. ENG'R. VARIES REFER TO GRADING PLAN. WALL FOOTING CONTRACTOR'S OPTION TO 1 /S11 r. 04 -475 NO SCALE NOTE& I. ADDITIONAL CORNER BARS TO W ATCH FOOTING REINFORCING. FLAN AT TYPICAL CORNER PLAN AT TYPICAL INTERSECTION FOOTING CORNER BAR PLAN U4 -274 NO SCALE ED fOR :& � � a i. 9' -n C 0 011 0 . O O 0 C 0 as C a M CL n %6- 0 o. 0 Q FE . ........ ..... .. ... . ....... ........ .... ....... ........ ........ ......... f - ... . ....... ... .. ...... .............. ........... . ..... EXISTING -= FREEZER ij (3 GM, I i .� a a Gomm he F .................. NEW ....... ....... COOLER � � ` t � ,_ .r `� ,�,� ',: ! i, EXISTING L .............. . .............. ............ ... : - --- - ----- - --- COOLER .............. ..... ........... . .. .... ........................... . . . ......... . ... . . ...... . . ....... .... ........ . ... .... . ................................................. r . ......... .... ------- ------- - d ----------- ----- r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — loo L .... .... .... .... T Or t _J PLUMBING SHEET NOTES: 0 1. PROVIDE I' COPPER, TRAPPED CONDENSATE PIPING FROM EVAPORATOR COIL SLEEVE AND SEAL THRU WALL AND TURN DOW% 0 DRAIN iNTC EXTERIOR LANDSCAPE AREA. 2. FIELD DETERMINE IF EXISTING GAS METER INTERFERES WITH NEW COOLER ADDITION. IF SO, RELOCATE TO LOCATION TC BE DECIDED BY OWNER. ANY WORK INVOLVING THE GAS METER SHALL BE SCHEDULED BY THE 004EP TO NOT INTERFERE WITH REGULAR RESTAURANT OPERATION % • 0 roqlw% II AL MUM SCALE= 1/4" - 1'-0" PLUMBING GENERAL NOTES: L ol 1. ALL WORK TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODE. 2. COOLER/FREEZER CONDENSATE DRAIN LINES SHALL BE BY THE REFRIGERATION CONTRACTOR. 0 �/ I I EXISTING FREEZER x • • �• � was jU 6 4 (CLR) ; 2 EXISTING COOLE - - - - - - - - - - - - - - - - - - - - - - - - - - - Ar ;/, I � � � I r - — — — — — — — — — — — — — — — — — — — — — — — — f 71 1. EXISTING WALK-IN UNIT LIGHTING k CIRCUITING TO BE MAINTAINED, COORDINATE w/004M. 2. CONNECT TO EXISTING SPARE CIRCUIT OF D(ISTING ELECTRICAL PANELS, 30A/3P C.B. (WALK-IN COOLER) w/4 f19'S, 1 JISG & IY 4.4KW (COMPRESSOR) & 1.83KW (2 - EVAPORATOR COILS). 3. PROVIDE WIRING FROM EVAPORATOR COIL & DEFROST HEATERS (SEPARATE RUNS) TO CONDENSING UNIT ON ROOF. VERIFY WIRING w/MANUFACTURER. PROVIDE DISCONNECT AS REQUIRED. 4. VERIFY EXACT LOCATION OF ROOF MOUNTED CONDENSER FOR WALK-IN COOLER w/ARCHI'iECT k 000. 5. FURNISH AND INSTALL FUSED DISCONNECT PER MANUFACTURERS REQUIREMENTS. 6. PROVIDE POWER &CONTROL WIRING TO ROOF CONDENSER /COMPRESSOR PER MFG. REQUIREMENTS. 7. FLUOR. LIGHTS FURNISHED BY COOLER MFG. & INSTALLED BY CONTRACTOR. B. CONSULT SHOP DRAWINGS FOR CONNECTION POINTS k WIRING DIAGRAMS, INFORMATION IS DIAGRAMMATIC. 9. POWER AND CONTROL WIRING FROM CONDENSER /COMPRESSOR TO EVAPORATOR COIL(S) &DEFROST HEATER OF COOLER. VERIFY WIRING w/WANUFACTURER. 16. FURNISH & INSTALL DISCONNECT (FIELD VERIFY LOCATION) FOR TRASH COMPACTOR, 3fA/3P (NON-FUSED). VERIFY REQUIREMENTS w/SUPPLIER. PROVIDE POWER AND CONTROL WIRING AS REQUIRED. CONNECTION SHALL BE WATERTIGHT. 11. CONNECT TO EXISTING SPARE CIRCUIT OF EXISTING ELECTRICAL PANELS. 3@A/3P C.B. w/4 f10'S, 1 f10G k 1"C. 12. CONNECT TO EXISTING WALK-IN LIGHTING CIRCUIT. DO NOT OVERLOAD. 13. EVAPORATOR COIL w/FAN AND HEATER CONNECTION, VERIFY wMANUFACTURS. 6 L I L VAUGFIJ R. HILL, RE 239—C SOUTHLAND DRIVE LEXINGTON, KY. 40503 859-276-2006 Seal C=) Li D P3 ARCHITECTS M MCWMM LTD. 211 Est Brand Obw Gi"iv 902110 T. 994232A= F. W2W7W www.DP`3wddkxftA=n Project ..0111ft Ashok I gmemook 440M. 4MtV& k V 960� Imm Rk _J 4b* Bahama Breeze L J Cooler Aeie­li+;nn co?r&4 Tukwila, WA 2 E.AEIAL PQMR PLAN -i SCALE: 114" • 1` -0" Project Number 04189 Drawn By TRG Checked By VRH ELECTRICAL SHEET NOTES: 0 ELECTRICAL GENERAL NOTES: Date 13 Aug 04 c � i I - •-- - - - - -- - { �-- 1- - - - - -- 1. ALL WORK TO BE DONE PER THE LATEST EDITION OF N.E.10". STATE & ',3M CODES & ORDINANCES. 1. ALL WIRING TO BE COPPER (P2 MIN.), W/ ORM - A"D W,'RE k !N CONDUIT. 3. SEAL ALL PENETRATIONS OF WALK-IN BOXES PER N E.C. COtW !tD7� C W'UANC E S SEP 02 2004 eUj(� 0 A 0"'tr" 4 p 02200 7 _ 4 Of 7ukivila E) I G 0 rc WMV. Q��'i_"CWAI / W 4*0 PVC PIPE SECTION (4) 45' PVC ELBOW C= FITTING S. S. CLAMP. SEAL OPEN END OF PVC l ))) �4 CLEARANCE FOR MEMBRANE BWT PIPE w/EXPANSION ROOFI 14G FEL TS BY ROOFING MFR. FOAM A CAULK FOR WATERPROOF SEAL DECK HEAT WELD ALL REFRIGERATION LINES INSULATION MEMBRANE 4 1--- 40 Pvc FED THROUGH PVC PIPE ROOFING. PIPE. CONDUIT. RIGID INSULATILON. 1k 61f 1 /2 0 -2 0 STD. BLACK PVCFLANGE METAL ROT DECK. VERIFY. (USE TOILET FLANGE) 18 PLYWOOD PLATE - SCREW TO PLYWOOD: op V* 1 4 Po PLYVOOOD MIN. (4) LOCATIONS. SO"O TO METAL ROOF DECK. 4;'Xho * V 0 4* Pe STEEL DECK —REFRIGERATION LINES. SEE MECH. PLANS. CONCRETE REMIGERATION EOUIPMENT SUPPORT DETAIL REFRIGERATIM EWIEMENT SUPPORT DEIML N 0 9-W. No NAE V 0 ADD A NEW EXTERIOR COOLER AND TRASH COMPACTOR. po - 71 1(g 7 Revisions Drawing PARTIAL PLUMBING 4 POUERPLAN P E -1 . . .... ..... .... . ... .... ice. .�.w�..�... _. . ...,...,.. _,.,.ri,4 �ii.c$ill�{ T,�.. ,- .�:.'� �.:�jy `.r� �w d''L. �.►ar��.►i. 1/2' PLYWOOD WALL BACKING ON EXPOSED EXT. WALLS ERIFY HEIGHT) 39' -3" *foe OOOOCC OK -s *0`000010 to"Oam �o�ooatos rorooacos tioromas 0"Oun +o*ooaca t�o►ooatos "toozm N F M F M I< M F M IF M F M F M F M F M F M I Oar LI x ; L , u T x 44r T x x �4W IMX�7fT I x a i �---- J L- L J N 1 N N N N M „ d d d d d d d d d r L _ 4 0 13' -3 " } COOLER LOCKS EVERY 11 1/2 I' WALK -IN SPECI SIZE: 39' -3' X 6' -0' X 7' -6 1/4' INSULATION: 4' FOAMED IN PLACE URETHANE 2.2 LB. DENSITY 'K' FACTOR .121 — 'U' FACTOR .030 'R' VALUE = 33 UNDERWRITERS LABORATORIES INC. 54M4 SURFACE BURNING CHARACTERISTI(,S R8160 4' MAX 6' MAX CORE CORF MATERIAL MATERIAL FLAME SPPEAD 25 20 SMOKE DEVELOPEDo 200 180 -300 DOOR SECTION FILE E46140 EXTERIOR FINISH: 26 GA STUCCO GALVALUME CXTERIOR TOP — 26 GA STUCCO GALVALUME INTERIOR FINISH: WALLSi 26 GA STUCCO GALVALUME COOLER CEILING 26 GA STUCCO GALVALUME PPTD WHITE FLOOR TYPE: COOLER -- 4' METAL CLAD SCREEDS HEIGHT: OD 7' -6 1/4' ID 7' -2 1/4' DOORS: ACCESSORIES: (1) LOT 1/2' PLYWOOD WALL BACKING ON EXPOSED EXT. WALLS (VERIFY LOCATION) (2) 3x3x116L GALVALUME ANGLE TRIM STRIP (3) 6x116L GALVALUME TRIM STRIP (4) FLUORESCENT LIGHT FIXTURES W /OUT BULBS (1) FLAT MEMB ROOF CAP LOCKS EVERY 11 1/2' (1) 48' X 80' BUCKOPENING (1) LOT 1/2' PLYWOOD BACKING IN CEILING PANELS (AT EXTERIOR SIDE) REFRIG BY OTHERS REVISIONS: D *D )KC 08/11/04 CHANGED WALK —IN HEIGHT, CHANGED FLOOR TO 4' METAL. SCREEDS, ADDED LOCKS EVERY 11 1/2' ff A06 �� � z T ccv-lrn REVIEWED FOR CODE COMPLIANCE Ic"m^"mf SEP 0 2 2004 City Of Tukwlia BUILDING D IMPORTANT NOTE' GDWAAL ClIaRACTOR AND INSTALLER SNALL REFt7R M KGLPAK DESIGN AND SPECDFICAT= MANUAL wNICN 12 AVAR ADLE AT ALL AUTHORIZED KZYPAK DEALERS An Orpo m l ATITIV T 11 AND OTHER SIGNED APPROVED PRINT � � vD MUST BE RECD. B/4 FAB. MOM I V CIF 8 24 ON 0 APPROVED AS DRAWN otcTmm DATA DAB ANY CI NOT APPROVED RESUBMIT I�RA�K arM A o SIGNED VAT� L DATE ALLOW MINIMUM 1' CLEARANCE ALL AROUND WALK -IN. DD Note! IMPORTANT VERIFY WALL HEIGHTS, I ALL DIMENSIONS AND METAL FINISHES BEFORE APPROVING DRAWING. IMPORTANT PLEASE NOTE WALK -DI CEILING NOT E£tXM FQ FOOT TRAFFIC OR smw IMPORTANT PLEASE N= Vwx MQTE TO mmm& Ca1T1aAcrm me m SUD WRACTUR FOR QUARRY TILL ON CONCiEW WAIL G FLWtL TFf SHEHT METAL PANEL FACV= MAY DE ARCETTTILE TO STANm ax TD D IVE M=TUK CREATED NY HYDRATM OF CONCRETE TYPE MATERIALS+ TNEIRERE, IT iD ADlfi RITELY NECESSARY THAT EACH OUP TE Ea VOMATEL ALSO MOIL THAT SPECIAL fvwmwiIQIt MUST DE TAKEN WHEN WON MURIATIC ACRD DUE TO EFFECTS NMDROCHLOW ACID FtM NAVE a ALUODDR AM STAMLESS STEEL. SWEEP GASKET »• METAL x�tD ow caym SCREED FLOORLESS COOLER WITH 4' METAL F OA M SCREEDS rETAIL (9 �4 woo rlq& 0 r • .r-+ 0 1 M CU d O 2 lq_ 0 In Z , 3 � Q Q A 0 i N QJ N% as W J W d F— U Q � A A Z U U A W M Q 3• W J H Q W W a Z u Q ly- W Z N Q W W W pq Z W � Q = Li � Q rY I v A a 0 z w M W OO , ko I l � O OD � w 0 ccv a: 04 �em z Y J CL < 7 J II