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HomeMy WebLinkAboutPermit D03-132 - BJ'S ESPRESSO STAND - NEW CONSTRUCTIOND03 -132 BJ'S Espresso Stand 6842 Fort Dent Way City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2954900425 Address: 6842 FORT DENT WY TUKW Suite No: Tenant: Name: BJ'S ESPRESSO STAND Address: 6842 FORT DENT WY, TUKWILA, WA Owner: Name: JOHN C RADOVICH LLC Address: 2000 124TH AVE NE #6 103, BELLEVUE WA Contact Person: Name: CHRIS SCALZO Address: JCR DEVELOPMENT, 2835 82 AV SE, SUITE 300 Contractor: Name: OWNER AFFIDAVIT IN FILE Address: , Contractor License No: DEVELOPMENT PERMIT DESCRIPTION OF WORK: NEW DRIVE -THRU ESPRESSO BAR APPROXIMATELY 413 SQUARE FEET IN SIZE. WOOD FRAM WITH METAL ROOF. SEE PRE02 -020 PUBLIC WORKS ACTIVITIES INCLUDE NEW SANITARY SIDE SEWER, STORM DRAAINAGE AND NEW 3/4" PERMANENT WATER METER W /REMOTE TOUCH READ SYSTEM AND AN RPPA WITH A HOT BOX. Value of Construction: $ $35,394.10 Fees Collected: $3,613.38 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 20 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: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: Y N Y N Private: Profit: N D03 -132 Permit Number: D03 -132 Issue Date: 08/18/2003 Permit Expires On: 02/14/2004 Expiration Date: Phone: Phone: 206 267 -6060 Phone: Public: Non - Profit: N Printed: 08 -18 -2003 ,.. ..w, ..... r... u........ u.. �i .wA.::aa'...r...:..�.d:a'.I+•d' ,Y:uii ‘,-1'14.14441110i. ' .y'J,,� , ,. �r�.:4 t ., «'4,4?rc s? h03:1r31vitit aVser 't .. z = z re w 0 O 0 J H U) u_ w g u..Q i w Z = I— 0 Z I— L1.1 ui ✓ 0 O - O I— w w 1-r L .Z co O z doc: Devperm City of Tukwila ** Continued Next Page ** D03 -132 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: N Private: Public: Water Meter: Y Printed: 08 -18 -2003 , a�..v h1r.G Permit Center Authorized Signature: 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 : - it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: ,-- /er the perfor e of world I am authorized to sign and obtain this development permi 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. D03 -132 Date: Printed: 08 -18 -2003 'a:: — a..� •- ��- .:..,. vas,•. m:i�.;a:,:.L:..,,.C.ntal<.fN;x. aSi.'.�.;i'.iri»,C.wwti+'ti ti,r: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 2954900425 Permit Number: D03-132 ~ w Address: 6842 FORT DENT WY TUKW Issue Date: 08/18/2003 re Suite No: Permit Expires On: 02/14/2004 —J v O 0 N J • = H 0w w 0 u.a I ,_ w zI METER #1 METER #2 METER #3 w O • w O • ( Water Meter Size: 0.75 0 0 al— Quantity: 1 0 0 2 0 Water Meter Type: PERM H- i=- - O Work Order Number: 5104A03 v co Z co Connection Charge: Y $60.00 $0.00 $0.00 0 E- Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 DESCRIPTION OF WORK: NEW DRIVE -THRU ESPRESSO BAR APPROXIMATELY 413 SQUARE FEET IN SIZE. WOOD FRAM WITH METAL ROOF. SEE PRE02 -020 PUBLIC WORKS ACTIVITIES INCLUDE NEW SANITARY SIDE SEWER, STORM DRAAINAGE AND NEW 3/4" PERMANENT WATER METER W /REMOTE TOUCH READ SYSTEM AND AN RPPA WITH A HOT BOX. Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,280.00 doe: Miscperm WATER METER INFORMATION $1,680.00 $0.00 $0.00 D03 -132 Printed: 08 -18 -2003 4.44 .: '6�il±t~, ti' Si::t� `A I v17tr^ ::+ +1c1L t,Y hct�S. t t.x+. ✓I,a` i{ � i:a`� #i i? C City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2954900425 Address: 6842 FORT DENT WY TUKW Suite No: Tenant: B7'S ESPRESSO STAND PERMIT CONDITIONS Permit Number: D03 -132 Status: ISSUED Applied Date: 05/02/2003 Issue Date: 08/18/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "Ail Purpose" (2A, 10B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) doc: Conditions D03 -132 Printed: 08 -18 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 17: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 20: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 21: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 22: Local U.L. central station supervision is required. (City Ordinance #1900) 23: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 24: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 25: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 28: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 29: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 30: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 31: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 32: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your work zone. (No flushing allowed). Notify City Inspector before doc: Conditions isww.wtrw= ?ir49 .. . ,,.. F.�+s9�'sN,'',� h4t+vM✓ '4Mi , f .. .� T M D03 -132 Printed: 08 -18 -2003 rat ; }�f' .71r n e..; +:n, is ssaLi.e a.�'�. z Cam; ! 12:00 Noon on Friday preceding any weekend work. 33: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 34: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 35: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 36: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 37: PRIOR TO FINAL PERMIT SIGN -OFF APPLICANT SHALL PROVIDE PROOF THAT THE EXISTING 10 -FT WIDE WATER EASEMENT HAS BEEN RESCINDED. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -132 Printed: 08 -18 -2003 , arti' i i? r 4 4. b {`tiN. d r,tio YP+ y t4 fist. APR 16 '03 04:48PM TUKWILA DCD /PW CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter elvd., Suite 100 Tukwila, WA 98188 '�2 -eovo zo 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 ** rr. .. s.4 P . ' "? 1 1 Ai�l t.!JIn 1 f; t .' 1.1 „ � , ,r r n'•�i di yd ,Ir, iA'1'i�y °i a )M {n,>r, J r+n�i, "U;tt. St' »�fY57 1 " ri ., ∎, - 10.1,1,.•. , +,,:;1 ,5d } w1,1;i 1.,! ! , } 4i �,,. • }{p I y,,l ; I' "l,} 1�6- A "6r�Cr16 , , ,S;.r , rw 1P,S'w+,61,3 Sin~;.,' {egr1,P,tr s lt { • „fEl "h f1 '.f �'`• X842 Site Address: • FOrt Dent Way Tenant Name; BJ' Espresso Stand Property Owners Name: John Radovi ch Mailing Address: 2835 82nd Ave. SE, Suite 3000 11' , .; +• , fi b, ? ;r • , L , d 1.1 ISI`�'s,r 1 AI 4; e I :, I rinuw; a i +r 1i711,111141:11ii4iftf;li {Ua f'ip�1' (;I` 1 ii 1, ; t . I it ,1, ; I h 111 i r d , , , i1Ir, 0 I fi, r ) .� n,” " � G I! +al �� f 1 1 ' 7)3 �. � ; 4� 11 "111 r irt; f f � � i „ � 'h i ,p ( - r ,ef `( ",,,,,1,1� r'I l' x,1,1 r p. ,�,nnl IN f 1 ) 1 . y �;�" iS� } �I�{i,'�`I "',1 , 1. �, r'llr.� +1, ra, „9,rxF1, �In, �+ r$� arlh' av!,, r��+ 1, �Ir,, Ila' n+ ll?�h+ k� 't�1'l ?i�a��1.1.Y41�,h1;�I�,h, � ?tkl ���rrt; Ilt? NA���Nr ( ,{��5�1,91t11,���'�;�il,tsu Name: Chris Scalzo, JCR Development Mailing Address: 2835 82nd Ave. SE, Suite 300 E -Mail Address: chri sscal zo@jcrdevco. com } �r f 1' L ?' Q i t'H IV ,I f 'll I ' f , .1a J 1 N y Y �� 1 1'011, � f, ��P a 1 "7 ,f ,.;; �Ia. ..,. '�!sr,7::.1:: :fel:al &.,I,.0 L tLl l�. II I; {,.. gIaI'1,f:'!L, IL;L`nf,.. { — Contact Person: E -Mail Address: i : y= u4v m,e A, , i 'v .n, ev,•ve�,le' e r �.. H I�1 ,{ •1 1 n r1, ua I, YI • .0 N ll t ;u, l r10]il ,tr• !,n1h \ipplicalions \permit application ('3.2003) 3f'2A03 L. M �a� l fi� OsiN Ll 'Et' mre , 7 Company Name: LPN Architects RI Planners Mailing Address: 3003 80th Ave. SE Contact Person: Royce A. Berg E -Mail Address: of fi ce @l pnarchitects. com ;r 1?A 1 p Ik1, King Co Assessor's Tax No.: 295490 -0425 Suite Number: n / Floor: Mercer Isl City New Tenant: „•• Yes ❑ ,•No WA Scats tF n/a 98040 Zip 0, 4l44bi.F.11'1'4i 11 f t I r 1 id1:14,, Day Telephone: _ 206.267, 6060 Mercer Island WA 98040 City Sti'te Zip Pax Number: 206.267.6061 f i 1 tl t Siph 1 i 1 i {}ri 11 1 1 1� I ,jrl 11 i t 1 ,r,, 1� '� 1 I h ,I, 11 t f• uL,: , I' +� �i,i��3�r1 li�� t•,: fl,i �; z;�a�l�;+� n���ii i� } ri X111 {u . � �� 31,< �til 1i, 1 fill' in i1t4�11 �l�'ri�d;r'� �, I��t'rb6i$fll }, >';•ri•,4 °,{;1 �t: 1' +1 LT ': � I1' Y `i# f 1 1 id u! l n' ll,r (, r' y'/�Ir' l I tivriH i ,� � �i�1n4 / 1s 1 n, ��f� �Ir! 1' �� 1:79 1 ,+ _.�- lL�t' �• �+�5'�1'lll�n'!(�Tyr•�Zt��tif�• ���i� 1�, ��l�f il�rnn , ii�n,a;mliln',�{:.Y.�fd}.. �til� �'• �1 M "f L I Company Name: "Owner" Mailing Address: 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 ** V N�, � �il ° �fi I{(�'I�'3iytlY ��•�,i1�'�IPI \,• 1}`ynl k I.. , id.:r, , Ilr�rrr Pap 1 XI! .4 + 1.'ig y�tQly7 nrl u, y 0 �4 r''itti l v. 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' d rrr ' ,A40eW4s31y' StiilCn• re41 r :r, •r • ' 1i4 , ri,rr, , ;: r 1•0•1 101 , r I WI • Attached: p;. .,' , _ — I7dtkOl e4:0 $e'r, l ;' • r r rr r 1 r' r rrrrr rrrrwrrr rrur ilrrr rr ';Attat'hled:rC ort;1 r • y:: : : , • „• r i, De aciiedilCa? A,r" ;., 1! :i, ', ,,' 'rr : "Coyel'ed,+,) ,' r,. : ,,r t „i; i” ii : .1•. r• 0 1 , r 1 r .. ,,, ' ;, ; N• r - - , APR 16 '03 04 :50PM TUKWILA DCD /PW "" ,r , , fl .� S i9• Ulr' 1' a'it '�'tA,++})S`Y' i�; h >! 1 �,'1i I �: '-.,y"fi',(Iji)i ;(' Ni t r,r tr;r. 1 t nwr ntri'�f'SSi4 , !Oh �ltis { �t 9 y;tl(.f tli lyti� ' jr r r er i7 , III' /� I: iR ��. ��1�, y 1 4.�tl }P �1 t 1 U,a i ill j, rT i ii l ,£� F a +l i r il l dr' ttt i lfi t ,�g � , n =h�i� i il�,��(, ��i(s+ctl�, •wmv' . r, ;�.; I.Irid,(pr•a , I'�•i4t I n ” ;`��1 i'rll£� +nht)Shi i � 'r'i!�i1i "y+ � rrl vv � II �� I, i ai.�'II w I)1�+w1r p � Iflb +l r'.�'n �• q�, �titltr�E�� �' �' ,f!r �T()r'�lII�1i 1 +SI,RI;VJd 4! al7t �3 1 I,n `11Lr , rl 1.t! 1 p . r (. o r t, .I t 1 lu , . r� 441/.14411)4 l i fi' CJ ,J( I�rfii 11 1id 1 �u �.•4�, r 1 1'1 r,l I, +I P.3 /5 n/a Valuation of Project (contractor's bid price): $ 86, 000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): drive thru espresso bar approximate] y 413 square feet in size. Construction will be wood frame with metal roof. Will there be new rack storage? ..Yes [.- No If "yes ", see handout No. for requirements. . ,;Pro idiAll Biuiilding‘Aarea vin:SgtrattEddttigt 'elb '�, . r r rr,r •, rr,. r.tr,r .Irr rrn,p .,, r o 1 1 1 1 I,A ., n.r ). I li �: 4 1 •VL (yr. a +� • • i.w -r ;r . d,r r r • ::gala,, r -r rrr rr t' :�a i r � � � ' ; � , r, r r.r rrr. , rr rrrrr nlR..rr rr rrr .n�i , , +n ,rrr .�Irrrpa r 1 � i r rirf . 1 ,. r Ire, r rrl..r r,r,.rr.,:l. r -rS. rrrrr ., r i+ r,r nrr r.�rn,r 1 r PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....'Yes 121 ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: D.. Sprinklers ❑..Automatic Fire Alarm ]..None uppliCationilptmtit appliwtiun Q -2001) 12001 Page 2 [] , Other (specify)_ Will there be storage or use of flammable, combustible or hazardous materials in the building? ..'Yes ..No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. �!1- ti.n..'atiF ' .o-..�..... °.. �J._. }r., r,,.<re}r,�.,.,. ✓.�i ->• }:� rrNtt` t''.x�.l.IfN :444 •Miti't:ti�: 'r APR 16 '03 04 :50PM TUKWILA DCD /PW 7777:711". 7/I�iil ,�kl °1�14a,� "^ as ,�I�fttR;,kml!�$.+ yf +ljlla,f.rl h �.11,Y,{ {i,��t�t.,�te, i n,,,,.i,lactl If}fJ�dl�t�;1 Water District ® ...Tukwila ❑...Water Di strict #125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that avnlvl: p ...Right -of -way Use - Nonprofit for less than 72 hours Q ...Right -of -way Use -No Disturbance ❑ ... Cons truction /Excavation/Fi1l- Right -of -way Non Right -of -way 1.1 • Sanitary Side Sewer © ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water .. .Permanent Water Meter Size... 1 " ❑ ...Temporary Water Meter Size.. '' ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ © ...Water Main Extension Public _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ... Sewe r Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billinz Name: Mailing Address; tappliationatpermit application (3.2003) 1'2001 1, X 1, ,1 ❑ .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ Highline Page 3 ) }},�yy 1� �f{i Il tfT i NiliBilgi ro I 0 Call before you Dig: 1- 800 - 424 -5555 ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone Q ...Total Fill cubic yards ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment city City WO# separate permit WO# WO# Private Private 0 ...Deduct Water Meter Size Scope of Work (please provide detailed information): n 911 r.: { :111e'sse�:refeyr lit moid,' ii'puyy�l 1���oyyy.{��`J + {1 lI 1 r 1�{ ,I� e j [ �.I,1,1,,, ' 1 i �� � 11� '1{n�i' \'Y� lip 1M1 /,/1,11 \!i� I!' ��I, �� {I�.'�m+,^11� ��'n7���{l�I��.l(� IIR�.�11.11 ❑ ...Renton Sewer District ©... ValVue 0 .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ...Sewer Availability Provided ❑ .. Approved Septic Plans Provided 0 ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with An ! p jC ation (mark boxes which a p )j ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") 0 ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond 0 .. insurance ❑ .. Easernen>:(s) ❑ .. Maintenance Agreements) ❑ ...Hold Harmless 0 .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ,. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding Day Telephone: State Slate P. 4/5 separate permit Zip Day Telephone; Zip ;::u:,, 1,4i.:..c ilt rflypev..,' , i :i:_;':I , Bti �"' .l •. l.. r,•.• 'ty :. Fy, e^:r, �ik.i r�'., n i� r1\� , r Amite „, ..; '::: .., :4 ” ; ���li. 33. ► t 'r is , „ �i( 1'`✓ F�• �R��.. " I� .i.��'�nt.J�.�n.r\��•GN , +��i::, l ('7�kAlOe l �i�2:YMYl �`T�:r��:�A`�1.. �7Yl�,.ri �lti �:� "�.1;. , ii V g t ^, �tY:, Furnace <100K BTU Air Handling Unit >= 10.000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler 3-15 HP /500,000 BTU Floor Furnace Ventilation Evan 15 -30 HP /1,000.000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 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 APR 16 '03 04 :51PM TUKWILA DCD /PW • • ?' t '`l 3. fi t,. i •�r � � � .' t �l�iL�il3Sll�! h,( �14' 44 1� I��iR1U 1 it4iM 'Stil41la15'>h\K{t? {1111 • 11:11143170 i 0 I ., . IY 1 IA 1.� N ;: !111► MECHANICAL CONTRACTOR INFORMATION Company Name:, Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E-Mail Address: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance*'` Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... 0 Commercial: New .... Replacement .... 0 Fuel Ty»e: Electric n Gas ....0 Other. Indicate type of mechanical work being installed and the quantity below: nlr \ ' ;it � ;Pl }M t l i k ih Ili �a' 13 ∎. ' hi a fl '� rt 'y F ,; i fli ,Ad71vlr�l i; ; ' ,'i H i,, y , l ;F,10, Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fec schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (currcnt cdition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TITE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O AUTHORIZED AGENT: Signature: Print Name: Chris Scalzo Mailing'A.ddress: 2835 82nd Ave. SE, Suite 300 Date Application Accepted: \application \permit applicaliun (3 -2003) 3/2003 ._--.. v a+ r�+ lr�mnnr'¢ SI: CW12tYi3�tir;. fldNi1GS17dtM2�Y� 'f�I�rCUk .. . P ! TI 11! 1 � t } Y � � a � „';fe � r,11 +r, ti , , �"�±0 n �` �J r i �''{]g !t,rinl�!a�� , F l i i}l �f 1 17' {gy (y��{+ �bi� 1 � ii ' � {r;1 Rl � rkc ' ,+ ,n ,, ► �i�iU 'C I�IJA ,',.11(�' { I�i+,ll A ;11 ",b, '1 1 i I � �1 i 1 Ifu1. \Y s I �I r n i�iii�ti fi r 4 lfil � tit ,h, tI t ;;11i �' l2 �+r•,, „ H „• a 1. t• :l�i r ,•i��'ri�'�,`r<;��' ��.� Aa�i ?eH . r ,A I , r'7 u + � tit r, �,,la ,n,,� }, Date Application Expires: Page 4 City Date: lsv3e P.5/5 Day Telephone: 206, 267.6060 Mercer Island WA 98040 State Zip Staff Initials: Ado' rv Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2954900425 6840 FORT DENT WY TUKW BJ'S ESPRESSO STAND R03 -00538 SKS 1165 Payee: JOHN C. RADOVICH TRANSACTION LIST: Type Method Description Payment Check 007005 PW BASE APPLICATION FEE PW PLAN REVIEW RECEIPT Account Code 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 375.00 Current Pmts 250.00 125.00 Total: 375.00 D03 -132 PENDING 05/02/2003 Payment Amount: 375.00 Payment Date: 05/02/2003 10:41 AM Balance: $631.85 0279 05/05 9716 TOTAL 701.53 Printed: 05 -02 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2954900425 6840 FORT DENT WY TUKW BJ'S ESPRESSO STAND R03 -00537 SKS 1165 Payee: BJ'S DAILY GRIND, INC TRANSACTION LIST: Type Method Description Payment Check 3427 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 117.72 Current Pmts 117.72 Total: 117.72 D03 -132 PENDING 05/02/2003 Payment Amount: 117.72 Payment Date: 05/02/2003 10:39 AM Balance: $1,006.85 0279 05/05 9716 TOTAL 701.53 Printed: 05 -02 -2003 iiii:..�ii1:tusuui•.`'.+.arai ; uYsird.X'+i , �.3 r d...ici', ilr , ,: .fhb,: .�'. Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2954900425 6840 FORT DENT WY TUKW BJ'S ESPRESSO STAND R03 -00535 SKS 1165 Payee: JOHN C RADOVICH TRANSACTION LIST: Type Method Description Payment Check 007006 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 208.81 Current Pmts 208.81 Total: 208.81 D03 -132 PENDING 05/02/2003 208.81 05/02/2003 10:38 AM $1,124.57 027 05/05 /716 TOTAL 701.53 Printed: 05 -02 -2003 z RECEIPT =i , F_ W IX Parcel No.: 2954900425 Permit Number: D03-132 Address: 6842 FORT DENT WY TUKW Status: ISSUED u 0 Suite No: Applied Date: 05/02/2003 Applicant: B]'S ESPRESSO STAND Issue Date: 08/18/2003 - 1 O LL W O Receipt No.: R03 -01097 Payment Amount: 31.25 L W Initials: SKS Payment Date: 09/09/2003 11:06 AM H W User ID: 1165 Balance: $0.00 z _ 1— O Z I- 11.1 Lij U� O N ciI-- WW I U Type Method Description Amount W 0 z Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BYS DAILY GRIND Payment Check 3578 31.25 Lll • N -I O 1•- PW ADDL PERMIT /INSP FEE Account Code Current Pmts 000/342.400 31.25 Total: 31.25 TOT Printed: 09 -09 -2003 z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of "Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2954900425 6842 FORT DENT WY TUKW B7'S ESPRESSO STAND R03 -01006 SKS 1165 CHRISTOPHER 3. SCALZO TRANSACTION LIST: Type Method Payment Check 3924 BUILDING - NONRES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description RECEIPT Account Code 000/322.100 401/386.550 000/345.830 000/342.400 000/386.904 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 2,911.85 Current Pmts 502.35 1,680.00 10.00 125.00 4.50 60.00 15.00 490.00 25.00 Total: 2,911.85 D03 -132 APPROVED 05/02/2003 2,911.85 08/18/2003 09:46 AM $0.00 x: MAL 29 1 c : Printed: 08 -18 -2003 i1i�4i�:5aiRGl;:u;it;:!o "':.tai: ,�: : "j::2i:�iY uY'r�.": is�id�e :.tf'•J:t�,lstsa5�':iL.a.Y h�:2:'.k'd::tiak� Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z `~ w Parcel No.: 2954900425 Permit Number: D03-132 6 v Address: 6842 FORT DENT WY TUK Status: ISSUED w o W Suite No: Applied Date: 05/02/2003 ai w Applicant: BYS ESPRESSO STAND Issue Date: 08/18/2003 -J H CO W w 2 Receipt No.: R03 -01334 Payment Amount: 47.00 u co D w Initials: SKS Payment Date: 11/05/2003 11:23 AM = H w User ID: 1165 Balance: $0.00 Z = 1.0 Z I— w • W o 0 O 1— w • w Type Method Description Amount f- 'H L 0 Payment Check 007254 47.00 ii Z P _ O ~ Z JOHN C. RADOVICH PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 47.00 Total: 47.00 .'l. /o,'; ?716 TOTAL 47.00 Printed: 11 -05 -2003 COMMENTS: Type of Inspection: '' kt11 • Address. v 6842 0f r /I-/ kit, (i) Pr-e Est_-s c0,1-I -' Q. 4- ; e ., s _ cew„ te-F Special Instructions: i Date Wanted: 2/8102 rml Requester: z1 • &v._ -co ti 1. - 0 A (.. C3) • Pew „...-, * ' C\ .. I c2-Ve ;, , • ; j0A.,, r', 4 1 11 / I, Project: „,.,- 6 'e55D Type of Inspection: '' kt11 • Address. v 6842 0f r /I-/ kit, Date Called° / 2 /4/03 Special Instructions: i Date Wanted: 2/8102 rml Requester: Phone No: ' ( INSPECTION NO. PERM / CITY OF TUKWILA BUILDING DIVISION ��� �. 6300 Southcenter BIi..,#100, Tukwila, WA 98,188 206)431 -3670 M etpproyed per applicable codes. INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval: Date: t 1 , . uv . - Z eT.e ❑ 4 .00 REINSPECTION FEE 4QUIRED. Prior t inspection, fee must be ai at 6309 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: AP:411)';' Projec . --- Type of Inspection: I Address. f' Date Called: Spe al nst uctions: Date Wanted: a.na,,, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF T.UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MIA PER a • i 206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS 4 e 1 kie4/7 LP G ( ‘ti,-Dps° 779 Date: i-03 `5 l 3 1 � r ./ ID $47.00 REINSPECT! dIV FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date:, COMMENTS: Type of Inspection:, W Vl. Addrss 112.,., f ( ,�. J Date Called: 'Z �� IS J ' ' i,)3 - uk,t6k we-v-.. . . Requester: Ow /JI Phone No: LJ � 9 _7)5 .4s—, ?? 2 5/J 3 (.czJ ca v ot p 0ek /l j t / T L "a C, ur```v\ 0 - - 1 6 7 i c ) ( k L 0L1 U aC 1�.1.� 1J ( ci / �-1-v Q7 kw h -t&-v". Proje .1P12 j � Type of Inspection:, W Vl. Addrss 112.,., f ( ,�. J Date Called: 'Z �� ecial Ins ruc ions: Special p Instructions: Date Wanted: e n 12) 4/3 a.m. p.m. Requester: Ow /JI Phone No: LJ � 9 _7)5 .4s—, ?? r...• tfn ot zrtik 2 ? s I)(3 -1 32 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection W in Addre s : 44 F r h ��� Date Called: �� l�il� >� Special Instructions: talk e ice 1� c, /�-( be S e� -to Date Wanted: 1 1 I /5/0-5 � l ''• Reque�steefir°'' f1✓) /// ()/ Phone No: . - :3 S 5 - /7Vc 70 bvt,ii-ail AvA. cam - i tQ l CM 1.1A / 4/1,01A . 7v a441 A P P Al tz go . � ..) Project: 67 - (; �'f�so -S Type of Inspection W in Addre s : 44 F r h ��� Date Called: �� l�il� >� Special Instructions: talk e ice 1� c, /�-( be S e� -to Date Wanted: 1 1 I /5/0-5 � l ''• Reque�steefir°'' f1✓) Phone No: . - :3 S 5 - /7Vc S. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Date: I/ /67( )? $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Inspector: Receipt No.: Date: Project: F-5--( ‘ < 1-- - - lie fix--) Type of ID.spection.;, Ads es • Date Called: Si -c .1 Instructions: ate nte : //9....-2,-/-(,... a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT!, N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 • (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4f c g,i0A.//7.?0, >) C.e.,11 17- sa4/ / 4# ,( Ei $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Pro ct: 1 s S 6� Vi � e64d"V ti on: e V f ) ! Type o Inspe l / / /� ✓& V ✓P , ddre : F .-_" t/ ,,j 6 �- y W ' Date Called: 1 i p is In tructions: Date Wanted: 1 D J 3J ).(pm Requester: } "' ill Phon N 2 e 0 35 5 41 INSPECTION RECORD S D0 Retain a copy with permit '� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Recbipt No.: spe .tor: AAA 4 7 . 0 REINSPECT ION E REQUIRED. P Date: I e or to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100! Call to schedule reinspection. Date: Project / c Type o rfs ection: , • A dre s. �. Date Called. / 3-'(0 p. Special Instruc ions: Date Wanted: I c Requester: , ��_ )0004 bk, Phone No: -^ 2-, Le _ ? -- 4 / g INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. • El Corrections required prior to approval. COMMENTS: i ! / I' t- • A l iAn ��.. --- A Inns e tor: ss CMl 47.00 REINSPE paid at 6300 Sout Date: r Z 3 --v ION FEE REQUIR D. Prior to inspection, fee must be c enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Ins ection: 0 I M. "ti 's(1 1 t i t 1 �.✓� Q-oj , 1 r — 1 1 Zc."...1 — Special Instructions: / �G 7 , 41.E .�,G �",.�cyo Ecr/d/ / (::;) '� 1 .r Y° —1-o� g 1, P r -(,, ‘ , Po MI -) Y e'i o,-,.,-. . To nd,k ,2 (3 R AV-P LA A k f_lie . re INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 Approved per applicable codes. b0?.)-1 3� Corrections required prior to approval. 7.00 REINSPECTIOMFEE REQUIRED) Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: lD -- 22 - s Date: itc4z . ; ;s Ci'P s Allati':P t rw'T++t «';JC. : " G7.6 r �i+%i�' Type of Ins ection: Project ; — , ---' Address: Cee/o? f.�Li/ Date Called: ' / v l� -d Special Instructions: / �G 7 , 41.E .�,G �",.�cyo Ecr/d/ / Date Wanted: a.m. l l7 - a' -• 3 c___ — p .m Requeste r: Phone a 06, .3.6 417z/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 Approved per applicable codes. b0?.)-1 3� Corrections required prior to approval. 7.00 REINSPECTIOMFEE REQUIRED) Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: lD -- 22 - s Date: itc4z . ; ;s Ci'P s Allati':P t rw'T++t «';JC. : " G7.6 r �i+%i�' COMMENTS: Type of Inspection: _SS ; • c- 1/ 1 ! ( �� " 'A e.1 Air-, i! --( 0-1, Cr r ( :, 4"L O .0 i ^ . t f_ (.4 ;i ! 11. l „t \A.,., - t ;, 99 <i0.1, 1 'L i k.�C..14n,. , �`�.r , Requester. �,,,,r/1 1 c ., 1J4 4n V.” ! n .� " 1:) /' i) ! ' +'a. Lnn L. "..a (L 1. ♦ O VA.4 f I. . 19 r 6A c6 & i. (Nrk.. '' i i {.1, c c _ ,, ck try -c,..", j(( t •- ' L f i I T - Project: " fs4. Type of Inspection: _SS ; Address: Date Called: Special Instructions: 1 1, 00 CA ) 1 Cal° h , y� ,m p i - t Wanted: a.rn` cc� /17/n — \`G i y ��� (1 PV , Requester. �,,,,r/1 1 c Phone No • ( 0 39 6 sa a.E c1 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 7I // a "2 I 1 J LJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec : ----- /,,,- I --? F S FE 5 Type of inspection: 3Y 1 // Address: bee/ cl/-/7-- � 7 . Date Called: 47 -/U - Special Instructions: Date Wanted: // — /3 _. O ( a.m. P'"/* Requ/ester:` ) J i ti f Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 40/s �,��' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / (206)431 -3670 r Approved per applicable codes. Inspector: El Corrections required prior to approval. COMMENTS: "A?Ce4.^-41' Date: I 0 ss, 3 ` U� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje I S S prPsS(� Type f I ction: 1 ! t ' K�U S t�{''‘t�`A■ V) , Ad r s: • to )0- \- + - 1 Date Called: 10 o S S ecial Instructions: Date ate Wanted: 0 \---0-?) a.m. p.m. Requester: Phone No: INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31- 670 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit t0 - 3 - 13Z ❑ Corrections required prior to approval. COMMENTS: Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , Type of Insp ction: Addres �- Date Called: C J) /�L f ate Special Instructions: Wanted: 0g10-)) a.m. Requester: 1 Phone No: r - 20(0) - - 5 -1 /7 i-i- g srrur��a�, Jr" Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr J ct• ') I - . - Typ of Inspection: t u 5 -- ( k Address: -. . -t . D emi . �.c)U r() 1 Date Called: � . l ( /O ,s Special Instructions: Date Wanted: ` l ,l — (a,m (v l ! CJ ?77 p.m. Requeste : 1 V I I 1 AA , Phone Cam: .7 7 ? — L 1 -1 • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERM 03- I3 (206)431 -3670 El Corrections required prior to approval. COMMENTS: Ins (} n A" Date: 10, O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite . 100. Call to schedule reinspection. Receipt No.: Date: Pro ect: Type A Inspection: A dn 1 72:4 6 / 4 ,nel,A4 Date -... f ( t ( Special Instructions: , 1 04)01,1 30 ~c 30 D to Wanted: in (3D /D p.m. Requester: j Phone No: C2(( ZUc.v — .3 SS V7(/ Approved per applicable codes. COMMENTS: • INSPECTION RECORD Retain a copy with permit MI INSPECTION NO. PERMIT 41 CITY OF TUKWILA BUILDING DIVISION , 71 • • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 Ly' El Corrections required prior to approval. $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at t300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS:. Type of Inspection: S S 5 Address: I 0112 K . . /) (, -)r ty Date Called: ( 1 /, j, Special Instructions: Date Wanted: ti + • a.m. p.m. Requester: Phone No: S6 r . -. •�_f r:.."s, , .. ; f i::. ..i n / 'v • •'-r .•,{,. ' ? >� '1., [ r � iJy 4.,., ••• _ Y ff jj Pr jecJ> ' ...., r. J 5 4" 5) iz. I 5' Type of Inspection: S S 5 Address: I 0112 K . . /) (, -)r ty Date Called: ( 1 /, j, Special Instructions: Date Wanted: ti + • a.m. p.m. Requester: Phone No: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: tO fli P Address: t 1 13. 6 bd GI Date Called: gi/l /(:-) 3 Special Instructions: f p q/) / /3 C't4 ( ) •- r X / S.% e , H .6 Z sA giiik roeta (, 4 , 7" . ," rte, it i ik AJ C■ PIA-1\ 4 ) . _5 Z t J .G k4.i t if i r ✓ " _(:• ' j"�Oi,.�'11'i #1 i ti. ri.4.'\ ./I tit F.e^ , 2i ,A--- / J'.) fi?.C.Af ^ / 4 e' Ft ki;: 13 .� +-�'y // - i V I V`' A %4 r9" //,‘ • �� °f��''..�: ' ,,, �`4) f / u y ,,,,; .e c - / i'.' .? r..1.21 it .. f Project: ,�• / 2j) s r 5/1/47 i c> . Type of Inspection: tO fli P Address: t 1 13. 6 bd GI Date Called: gi/l /(:-) 3 Special Instructions: f p Date Wanted: i r 1 a.m. p.m. Requester: Phone No: with INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. D Corrections required prior to approval. Inspector: Date: r 7 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .1 Project Name � Sprinklers: Fire Alarm: �. Hood & Duct: l Halon: Monitor: , ; "r Pre -Fire: Permits: FINALAPP.FRM Authorized Signature City of Tukwila Fire Department • 1 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Address. f . . ,.." v.? r , : 4'7 i )4.. , i t ( ..J( .Retain" current.:.inspection _schedule,. Needs shift inspection Approved without correction notice Approved. with correction notice issued Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. 132-'. Suite # Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 SEP -05 -2003 14:51 van . September 5, 2003 Joanna Spencer Public Works City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: ESPRESSO STAND ENCROACHMENT Dear Joanna: Our company, John C. Radovich Development Company, understands the proposed Fort Dent Espresso will now be encroaching one and one -half (1.5) feet into the ten (10) foot storm easement. As the owner of both Fort Dent Two and Fort Dent Three, John C. Radovich Development does not see this as a problem. The espresso stand is being constructed to be moveable, if necessary. Thank you, Joanna, for your time and consideration. Sincerely, JOHN C. RADOVICH DEVELOPMENT COMPANY REbecca Davidson JOHN C RADOUICH 14254539740 P.02/02 Development Company 2835 82nd Ave. S.E. Suite 300 Mercer Island, 98040 (206) 267 -6060 RECEIVED SEP 0 5 2003 TUKWILA PUBLIC WORKF;, � 203 -13z J1R*h TO TAL P.02 Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic Date 4/16/03 All Other Roofs R -19 Opaque Walls Port Dent Expresso R -13 Below Grade Walls LPN Architects and Planners Floors Over Unconditioned Space 3003 Both Avenue SE, Mercer Island, R -19 Slabs -on -Grade 206- 230 -6648 Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0.750 Overhead Glazing Maximum SNGC (or SC) Vertical /Overhead Glazing I 3..0 00 Project Info Project Address 6720 Fort Dent Way Date 4/16/03 ukwila, WA 98188 For Building Department Use RECEIVED CITY OF TUKWILA (� �� MAY " 1 C �l 1� PERMIT CENTER Port Dent Expresso Applicant Name: LPN Architects and Planners Applicant Address: 3003 Both Avenue SE, Mercer Island, WA 98040 Applicant Phone: 206- 230 -6648 Envelope Summary Climate Zon ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option ❑ Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis Space Heat Type Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Concrete/Masonry Option O Electric resistance (i All other (see over for definitions) Total Glazing Area (rough opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV -UA -1. Gross Exterior Wall Area times 100 equals % Glazing divided by 140.0 848.0 X100= 16.5% O Yes • no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. iro Semi- heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: 2001 W -- 'tington State Nonresidential Energy Code Comr Form Opaque Conorete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC =: 9.0 Btu /ft F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) /4: -rTronLA APPROYM U- factor '`b •, Revised June 2002 KPub All Insulating Installed? Opague Wall R -11 Masonry Wall (int) U -0.19 Masonry Wall(other) U -0.25 Below Grd Wall (ext) R -10 Below Grd Wail (oth) R - 11 Roof Over Attic R -30 All Other Roof R -21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % UVaI UVaI SHGC 0-10% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.45 All Insulating Installed? Opague Wall R -11 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R -30 All Other Roof R - 21 Raised Floor R -19 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Vert OH Radiant Floor Area % UVaI UVal SHGC 0-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.65 1.30 0.85 30-40% 0.60 1.30 0.45 All Insulating Installed? Metal Framed Wall U - 0.062 Other Opaque Wall R -19 Masonry Wall (inl) U -0.19 Masonry Wall(other) U -0.25 Below Grd Wall (ext) R - 10 Below Grd Wall (oth) R -19 Roof Over Attic R -38 All Other Roof R -30 Raised Floor R -30 Slab -On -Grade R -10 Radiant Floor R -10 Opaque Door U -0.60 Glazing Criteria Met? Glazing Vert OH Area % UVal UVal SHGC 0-20% 0.40 0.80 1.00 Envelope Summa back) Climate Zon - ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, and propane space healing systems and those systems listed in the exception to electric resistance. (continued at right) No Yes Yes 2001 W- ~ "iington State Nonresidential Energy Code Comr fiance Form Yes No Yes Yes Electric Resistance: Space heating systems which use electric resistance START elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W /fl' of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Prescriptive Path Allowed Yes Component Performance or • Systems Analysis Required Yes No V No Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC** Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area Metal Framed Wall Other Opague Wall Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor O•a.ue Door Glazing Criteria Met? Glazing Vert OH Area % UVaI UVal SHGC 0-20% 0.40 0.80 1.00 Yes Revised June 2002 KJM Yes All Insulating Installed? U -0.062 R -19 R -10 R -19 R -38 R-30 R -30 R -10 R -10 U 0.60 *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address 6720 Fort Dent Way Date 4/16/03 Space Heat Type 0 Electric resistance Q All other For Building Department Use Glazing Area as % gross exterior wall area 16 . 5% Prop. 40. 0% Max.Target Concrete/Masonry Option 0 Yes Q No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) _ 6u!zefO Ien!P U= 0.750 Plan ID south Elev. 3/A -2 U= Plan ID west Elev. 4/A -2 U= Plan ID East Elev. 2/A -2 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.750 56.0 42.0 0.750 48.0 36.0 0.750 36.0 27.0 0.750 140.0 105.0 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% see note above 0.60 >30 -40% see note above 0.50 (see Table 13 -1 for Conc/Masonry values) Overhead Glazing Over Attics J U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% see note above 1.30 >30 -40% see note above 1.25 (see Table 13 -1 for Conc./Masonry values) Oth.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U= Plan ID: U= Plan ID: U= Plan ID: Electric Resist, Other Heating 0.60 0.60 b.- Jan0 c Irmo R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 Other Roofs R= 19.0 Plan ID: R= Plan ID: R= Plan ID: 0.048 488.0 23.4 0.050 488.0 24.4 Electric Resist. Other Heating 0.034 0.050 • Opaque Walls* R =19.0 Plan ID south Elev. 3/A -2 R = 19.0 Plan ID west Elev. 4/A -2 R= 19.0 Plan ID North Elev. 3/A -2 R= 19.0 Plan ID East Elev. 2/A -2 R= Plan ID: R= Plan ID: R= Plan ID: "Note: sum of Target Areas here should equal 0.061 81.0 4.9 0.061 239.0 14.6 0.061 137.0 8.4 0.061 251.0 15.3 Target Opaque Wall Area (see back) 0.140 708.0 99.1 Electric Resist. Other Heating Ordinary 0.062 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 buGrn apeJ0 MnlaO R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating 0.062 0.14 FJUUJUI J8AO C InnIJ R= 19 .0 Plan ID Floor Plan 1/A -2 R= Plan ID: R= Plan ID: R= Plan ID: 0.041 412.0 16.9 0.056 412.0 23.1 Electric Resist. Other Heating 0.029 0.056 { UC!,JCa apai6 -1 In -Hole R= Plan ID: R= Plan ID: R= Plan ID: R =' Plan ID: Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) *For CMU walls, Indicate core insulation material. For compliance: Totals 1748.0 188.5 Totals 1748.0 251. 6 2001 Washington Slate Nonresidential Energy Code Compliance Forms ^! 2001 W- •=Iington State Nonresidential Energy Code Comiance Form Envelope UA Calcu . ions Climate Zone ENV -UA roposed Total Area shall equal Targe o a rea, an ropose o a UA shall no excee arge o a ff# . Revised June 2002 KJM �TrQrba�unwi.W +w.4�'sx...a .1w N 2W.1 (U�Y 00= OG= Target SHGC SHGC x Area (A) = SHGC x A VG= 140.0 1.000 56.0 56.0 1.00o 48.0 48.0 1.000 36.0 36.0 1.000 140.0 140.0 488.0 'Note: Manufacturer's SC may be used in lieu of SHGC. 708.0 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Glazing ID: ID: ID: ID: ID: ID: 1.000 56.0 56.0 1.00o 48.0 48.0 1.000 36.0 36.0 1.000 140.0 140.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13 -1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals' 140.0 140.0 Totals ) 140.0 140.0 Climate e 1 ENV -SH C 2001 Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed In Table 13 -1, then this calculation must be submitted Use the resulting areas In the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 848.0 339.2 Roofs over Attics Other Roofs Walls) Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls X 2001 W - t" ngton State Nonresidential Energy Code Comr'za.nce Form Max Glazing Area (Table 13 -1) 40.0% 1 100 =1 Maximum Target Glazing Area 339.2 Target OG Area in Roofs over Attics Target OG Area In Other Roofs Max OG Remaining lesser 339.2 U U U Proposed Opaque Area 488.0 Proposed Opaque Area 708.0 339.2 I Proposed OG Area Proposed VG Area I 140.0 I lesser 339.2 Target OG Area Target VG Area 140.0 Target VG Area 140.0 Target Opaque Area 488.0 Target Opaque Area 708.0 I I U Note: If there Is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values In shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Revised June 2002 KIM Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Building Permit Plan Checklist ENV -CHK 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM Project Address 6720 Port Dent Way Dat 4/16/03 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: other If "Other ", indicate on plans that electric resistance heat is not allowed A - 1 n.a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul. installation Indicate densities and clearances 1/A - 3 yes 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1/A - 3 yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken In ENVSTD; 1/A - 3 yes 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1/A - 3 n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low -e coatings, gas fillings A - 2 yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) A - 2 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 1/A - 3 yes 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. 1 /A - 3 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1/A - 3 n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground 2/A - 3 1314 Air leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A - 3 1314.2 Glazing/door sealing Indicate weatherstripping n.a. 1314,3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary If "no" Is shown for any ques ton, provide explanation: 2001 W: ;ngton State Nonresidential Energy Code Comr'lance Form 2001 W - - in ton State Nonresidential Ener• Code Com• "nnce Form Building Permit Pla Checklist 2001 Washington Stale Nonresidential Energy Code Compliance Forms ENV -CHK Revised June 2002 KJM Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, instiation shall extend over the full component area to the irkended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose - fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled Above grade exterior insulation shall be protected 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostiine, whichever is greater. Above Bade insulation shall be protected Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty-six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: Aground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawi spaces if the crawi space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Ai r Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating condtioned from uncondtioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 W= -- ''(ngton State Nonresidential Energy Code Com- !fiance Form Lighting Power Aflo ►' • nce Adjustments LTG -LPA Adjusted Lighting Power Allowances (Interior) ** From Table 15 -1 based on exceptions listed in footnotes Revised June 2002 - KPub Project Address 6720 Fort Dent Way Date 4/16/03 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 Lighting Permit Plan Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised June 2002 • KJM Project Address ect Add 6720 Fort Dent Way Date 4/16/03 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washing on State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations 1 /A - 2 n.a. 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans 1/A - 2 no overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location yes (b) photocell. Indicate location 2/A - 2 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture no Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 2001 W: '`ngton State Nonresidential Energy Code Comr' Form If "no" is circled for any question, provide explanation: Mechanical and electrical are Bid Design. o`+`.Y' wsp,s i °ri i? s 7 "a "? n x t o a t" e'it rio" 174 Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 2001 W:-'-'n ton State Nonresidential Ener. Code Comp 'lhnce Form Lighting Permit Plan Checklist 2001 Washington State Nonresidential Energy Code Compliance Forms LTG -CHK Revised June 2002 - KJM 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut - Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP HP /BHP Flow Control Location of Service Location Port Dent Expresso Applicant Name: LPN Architects and Planners Applicant Address: 3003 80th Avenue SE Mercer Island, WA 98040 Applicant Phone: 206- 230 -6648 BID DESIGN BID DESIGN Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Port Dent Expresso Applicant Name: LPN Architects and Planners Applicant Address: 3003 80th Avenue SE Mercer Island, WA 98040 Applicant Phone: 206- 230 -6648 BID DESIGN Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Port Dent Expresso Applicant Name: LPN Architects and Planners Applicant Address: 3003 80th Avenue SE Mercer Island, WA 98040 Applicant Phone: 206- 230 -6648 BID DESIGN Project Info Project Address 6720 Fort Dent Way Date 4/16/03 Tukwila, WA 98188 For Building Dept. Use Port Dent Expresso Applicant Name: LPN Architects and Planners Applicant Address: 3003 80th Avenue SE Mercer Island, WA 98040 Applicant Phone: 206- 230 -6648 2001 Washington Stale Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 2001 Wr "''ngton State Nonresidential Energy Code Corn— 'µ Form Mechanical Summa MECH -SUM Include documentation requiring compliance with commissioning requirements, Section 1416. June 2002 - KJM Compliance Option QQ Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 1 1f available. 2 As tested accord ng to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 4 4 .411S1 System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Btuh ❑ Economizer included? or 1900 cfm? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summa (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Yes Yes • 2001 Wr '' State Nonresidential Energy Code Com- It1nce Form <5000 cfm? <70% OSA Use Complex Systems Econo Included? <70% OSA <54,000 Btuh or 1900 cfm? Ingle Package Unit? Reference Section 1423 Split System? >84,000 Btuh Heating /Cooling or Cooling Only Reference Section 1421 Yes Yes Yes Reference Section 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical - Compl - Systems Checklist MECH 2001 Washington State Nonresidential Energy Code Compliance Forms -COMP June 2002 • KJM Project Address 6720 Fort Dent Way Date 4/16/03 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydr. system reset Indicate automatic reset 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup no . is circiea for any question, provtae explanation: BID DESIGN Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here r Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G 2001 W' " 'tngton State Nonresidential Energy Code Con '°gnce Form Air System Serving Multiple Zones? opacity of H Heating System > 00,000 Btuh Section 1432.2 Supply Air Reset Controls Required Yes 4 1411,1 Intermittent Ignition Device & Power Venting or Damper, 0.75% Maximum Jacket Loss 1412.6 Modulating or Staged Combustion Controls Required Yes 4 Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes 4, 9IMN:s: +AUaren.:nnu :avc Yes 4. Section 1432.2 Hot Water Supply Temperature Reset Required No Z CC W QQ 2 J U O 0 to W I N LL W O W • a W H = Z � 1- O Z U D O ( 0 u - - `O ..z w U= P • f z Mechanical - Compl- • Systems (back) MECH -COMP 2001 Washington Slate Nonresidential Energy Code Compliance Forms June 2002 • KJM Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes otal Bldg Capacity >240.000 Btuh or % of Tot No 1Y DONE 2001 W: ''~ngton State Nonresidential Energy Code Comr 'nce Form Yes Yes—■ Yes Yes—■ Motor Incl. in Egpmt. Coved by I 14-1A-14-1 Yes Section 1436 50% Effective Heat Recovery Required Section 1433 Air -Side Economizer Required Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Yes Section 1439.1 No Heating or Cooling for at Least 50% of Make-up Air Yes Yes Total Clg Capacity w/ Water Econo 500 Tons No ystem or Zon w/ Simultaneous Htg. & CIg.7 Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make-up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity ^':'wat +rttidr:it. •.�:Gt ya:� : ^.? "u .it,:::it73'w.i::1::.: a' • Open Motors aosed Motors 3,600 1,800 1 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 2001 Washington Slate Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame Induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2001 Wr " State Nonresidential Ener• Code Corr - -rice Form 6720 Fort Dent Way Type (open /closed) BID DESIGN Description of Application or Use Date Synch. Speed ,Y:N,t2h"nt 4/16/03 For Building Department Use June 2002 - KJM Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. c�F ea.:.0 tut/ e` 1i:`. ird�, rn, v.....,•w.www.x.+i+A�.'!4Y7aR:a IF.M+:V. ti Mechanical Permi ' • tans Checklist MECH -CHK 2001 Washington Stale Nonresidential Energy Code Compliance Forms June 2002 . KM Project Address 6720 Fort Dent Way Date 4/16/03 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 - 1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls 1412.1 Temperature zones Indicate locations on plans 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R -value of insulation on duct 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation docs. , 1416.3.2 Air Balancing Indicate air system balance requirements 1416.3.3 Hydronic Balancing Indicate hydronic system balance requirements 1416.4 Commissioning Indicate requirements for commissioning and prelim. Report 1424 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 4 1443 Pipe Insulation Indicate R -value of insulation on piping 4 1452 Heat Pump COP Indicate minimum COP of 4.0 4 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2001 "shington State Nonresidential Energy Code Comply-• "e Form no is circled for any question, provide explanation: BID DESIGN 2001 " - 1hington State Nonresidential Energy Code Comp!' " Form Mechanical Permi • tans Checklist 2001 Washington State Nonrestdential Energy Code Compliance Forms MECH -CHK June 2002 - KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas-fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipmen : Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation sit the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.b Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start -up, set -up, and defrost conditions. Those controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry-bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water- cooled water chillers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14.6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51-26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) e s; rr�tL,n?a , ..Stv�N;? • y> °�F ;f., ._ ,. y tr; P;d S•�''�'r2yr'.'i>?��"1i,v'" EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2001 " - 1hington State Nonresidential Energy Code Comp!' " Form Mechanical Permi • tans Checklist 2001 Washington State Nonrestdential Energy Code Compliance Forms MECH -CHK June 2002 - KJM Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas-fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipmen : Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation sit the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.b Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start -up, set -up, and defrost conditions. Those controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry-bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water- cooled water chillers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14.6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51-26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) e s; rr�tL,n?a , ..Stv�N;? • y> °�F ;f., ._ ,. y tr; P;d S•�''�'r2yr'.'i>?��"1i,v'" Prepared by: Premier Engineering, Inc. P.O. Box 2168 Woodinville, WA 98072 Ph (425) 867 -1597 Structural Calculations for: Espresso Stand Bldg. — Fort Dent II Job#0303 Project Address: Fort Dent Way Tukwila, WA Prepared for: LPN Architecture & Planning, Inc. Date: March 5, 2003 FIFCQf'Y C 1 Of VOILA APPROVED AUG 15 Z^O3 RECEIVED CITY OF TUKWILA MAY 0 2 2003 PERMIT CENTER 1O?ir 13z "a�:.•'�".:L'L:k','_ �iv,ra arasw' '? G3: IR.'17u, pt. "/GIGS Consulting Eng / P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by .)ate Z , / Job No. 0.3 07 Checked by Date Sheet No. Descri / z C Job Name G51 lc, $, ,/ `._ f f - . . -- t -::)-? : 0 p (E'Sr6.re C.!' 1 t/ r4 ► p" 1717 U3 c. )2,,a.or 5 v 19 Lor46 =.' .Zs" SS53 i LQ' 3 IA) JFY0 5Pent.g = Yo ter if lcJl / " U -9oF fig - ,r L -/ CpsP mewl- 17&..,/c- 2 , S lreSut jon /1 56 PC.Ywo o z D 2 k Y Tie.Prow @Z "o.c 2, 0 3. o f/, L) bc; l S P'/ - L— 6,50' Iz.o.oP pi re-o - 7V= R-419 P "1� 1 (5 cr= z5 ' ?e tk644 eZy o ic' )16 /6'- LU 675 � x2c, - y' 1( - 2,65` ° 74- I F 1.% l �' 2. ( /' i x`12 5' V,31. % (z otq 3) k ZeS' `U�i� % / 15 �� frh (7c35 35 7'1 -? (2-) 24/ Z, or A z �v %30tcV 1, h 3562X/2 ?-> ?5iN •, y " 63, ,K 3 ris7 (-)S% (Zl --Luz /z ....._: �I'iCw"....�: i✓.!{'Y.8ku1a� K�a.a.vAb..d: :L:..:....�:H Area: Moment of Inertia: Roof RafterF 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Project: 0303 - Location: RJ -1 Summary: 1.50 IN x 5.50 IN x 6.5 FT (Actual 7.525 FT) as 24.00 O.C. / #2 - HEM -FIR - Dry Use Section Adequate By: 99.4% Controlling Factor: Area / Depth Required 4.21 In Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.10 IN = U907 Total Load: TLD= 0.17 IN = U535 Rafter End Loads and Reactions: LOADS: RXNS: Upper Live Load: 81 PLF 163 LB Upper Dead Load: 56 PLF 113 LB Upper Total Load: 138 PLF 275 LB Lower Live Load: 81 PLF 163 LB Lower Dead Load: 56 PLF 113 LB Lower Total Load: 138 PLF 275 LB Upper Equiv. Tributary Width: UTWeq= 3.763 FT Lower Equiv. Tributary Width: LTWeq= 3.763 FT Rafter Data: Interior Span: L= 6.5 FT Cantilever Span: CS1= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Rafter Spacing: SPC= 24.00 IN O.C. Rafter Loads: Roof Live Load: LL= 25 PSF Roof Dead Load: DL= 15 PSF Rafter Pitch: RP= 7.00 : 12 Rafter Unbraced Length: Lu= 0.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Spans And Loads: Interior Span: Ladi= 7.5 FT Cantilever Span: CS1adi= 0.0 FT Rafter Live Load: wL= 37 PLF Rafter Dead Load: wD= 26 PLF Rafter Total Load: wT= 63 PLF Properties For: #2- HEM -FIR Bending Stress: Fb= 850 PSI Shear Stress: Fv= 75 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 1461 PSI Adjustment Factors: Cd =1.15 Cf =1.30 Cr =1.15 Fv': Fv'= 86 PSI Adiustment Factors: Cd =1.15 Design Requirements: Maximum Moment(Interior Span): Mcent= 447 FT -LB At Location(From Upper Support): X= 3.763 FT Moment At Cantilever: Mcant= 0 FT -LB Maximum Shear: Vmax= 238 LB Shear At Peak: Vpeak= 238 LB Required Cantilever Depth: D(cant)= 0.00 N Comparisons With Required Sections: Section Modulus: Sreq= 3.7 N3 S= 7.5 N3 Areq= 4.2 N2 A= 8.2 N2 Ireq= 9.4 N4 I= 20.7 N4 � . 7x�.';? t�G; t?.'%::: ti. F .7waii;P:�i:4v;:rit.,w {:.;:»... Project: 0303 - Location: RJ -1 Summary: 1.50 IN x 3.50 IN x 6.5 FT (Actual 7.525 FT) (a7 12.00 O.C. / #2 - HEM -FIR - Dry Use Section Adequate By: 14.9% Controlling Factor: Moment of Inertia / Depth Required 3.34 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Rafter End Loads and Reactions: LOADS: Upper Live Load: 81 PLF Upper Dead Load: 56 PLF Upper Total Load: 138 PLF Lower Live Load: 81 PLF Lower Dead Load: 56 PLF Lower Total Load: 138 PLF Upper Equiv. Tributary Width: UTWeq= Lower Equiv. Tributary Width: LTWeq= Rafter Data: Interior Span: L= Cantilever Span: CS1= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Rafter Spacing: SPC= Rafter Loads: Roof Live Load: LL= Roof Dead Load: DL= Rafter Pitch: RP= Rafter Unbraced Length: Lu= Roof Duration Factor: Cd= Slope Adjusted Spans And Loads: Interior Span: Ladj= Cantilever Span: CS1 adj= Rafter Live Load: wL= Rafter Dead Load: wD= Rafter Total Load: WT= Properties For: #2- HEM -FIR Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 Cf =1.50 Cr =1.15 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment(Interior Span): Mcent= At Location(From Upper Support): X= Moment At Cantilever: Mcant= Maximum Shear: Vmax= Shear At Peak: Vpeak= Required Cantilever Depth: D(cant)= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: • Roof Rafter( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 S= Areq= A= I req= I= 0.13 IN 0.19 IN = U467 0.33 IN =U276 RXNS: 81 LB 56 LB 138 LB 81 LB 56 LB 138 LB 3.763 FT 3.763 FT 6.5 FT 0.0 FT 360 240 12.00 IN O.C. 25 PSF 15 PSF 7.00 : 12 0.0 FT 1.15 7.5 FT 0.0 FT 19 PLF 13 PLF 32 PLF 850 PSI 75 PSI 1300000 PSI 405 PSI 1686 PSI 86 PSI 224 FT -LB 3.763 FT 0 FT -LB 119 LB 119 LB 0.00 N 1.6 N3 3.0 N3 2.1 N2 5.2 N2 4.7 N4 5.3 N4 ., ._ , .. ii: c.. Lt.. :�i�- .��ua�'i.:t4- 6yr:,:L•w�.. r _ w i..o • _y.;w 3 Roof Beam( 97 UBC (91 NDS)1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Project: 0303 - Location: Ridge Beam Summary: ( 2 ) 1.50 IN x 11.25 IN x 10.0 FT / #2 -HEM - FIR -Dry Use Section Adequate By: 39.4% Controlling Factor: Section Modulus / Depth Required 9.53 In Deflections: • Dead Load: DLD= 0.06 IN Live Load: LLD= 0.08 IN = U1463 Total Load: TLD= 0.14 IN = L/839 Z Reactions (Each End): Q • Live Load: Dead Load: RD= 627 LB w Total Load: RT= 1471 LB 6 n Bearing Length Regd.: BL= 1.21 IN JU Beam Data: 0 Span: L= 10.0 FT co C Maximum Unbraced Span: Lu= 2.0 FT co Pitch Of Roof: RP= 7.00 : 12 J I Live Load Deflect. Criteria: L/ 360 co u_ Total Load Deflect. Criteria: L/ 240 .. uj Beam Loading: Live Load: LL= 25 PSF 2 Side One: Roof Dead Load: DL1= 15 PSF g 5 Roof Rafter Tributary Width: TVV1= 3.5 FT u. < Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 3.25 FT co Roof Duration Factor: Cd= 1.15 I — al Slope Adjusted Lengths and Loads: Adjusted Beam Lenqth: Ladj= 10.0 FT Z 1-- Beam Live Load W/ Slope Red'n: wL= 169 PLF z !— Beam Total Dead Load: 2 D Total Maximum Load: wT= 294 PLF 0 Controlling Total Design Load: wTcont= 294 PLF 0 52 Bending Stress: Fb= 850 PSI Shear Stress: Fv= 75 PSI I lij W o Modulus of Elasticity: E= 1300000 PSI u. '— Stress Perpendicular to Grain: Fc_perp= 405 PSI — 0 Adjusted Properties: ..., Z Adjustment Factors: Cd=1.15 Z Design Requirements: Maximum Moment: M= 3677 FT-LB Shear (g d from beam end): V= 1195 LB Comparisons With Required Sections: Section Modulus: Sreq= 45.5 N3 , Area: Areq= 20.8 N2 Moment of Inertia: Ireq= 101.9 N4 «iW.,1 = • P � Consulting E n g ineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by Date / / Job No. 01 7 Checked by Date Sheet No. S Descri 12-0 o,F- Fia V I , /ii67 Job Name � L � ore�� o h "1 1Z c- %13 g - 14 -7.- 1'b.= 17? 18 Pe) gyy 15. & > " Y I ? u 2k6L7 `&= /25 fw = Zk OYY .- Pht. - ►�. = 29t12`3 @ k- ,S 00. 3J x %F - 1/0 -� J) 2.IS' rw, ociJ 3,s' ,�. = C ,s P�F)t / 5 s p F) 9 ?" /i '2Je .0 aF-k rZ- us r (rG. 3 k l n - L,, (2.4(p cxr 3,5 /44, J ac/ x i 5 (2/6- �L�%35X�SPiF'� 7 t T• G opt "(1/ V) Wn j 1 420Z0 ( F % B$$1'r �,2fkz5' /o6`'/ G4) /. ; 1 i3 7-07).)-L,,% !9'( ' ' 1 .- 0 D.0L t - o ' .t, 377 if ' c,s 61rto OF t I o2 34X 61.01 6 ?W 5-1-3 ° Pi) -3 6e Nog-r t, is' (., 86 7 ; ', .200%' - 2. �v = Z�x1� �lfr = �Q � /FT ww% 2 as F= 5 l/j- 64 wN ( Ai / BPS F = 7S' w9L rorr-t 1oS' /(7-- torMi PD 4. %2 7` PLA, elo ` )9/74,,:; Y7/' (:6 use 6 re u Fkt-2 ui�lly wsr:.:'ou):s'. &st�,eL,L;aek Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Project: 0303 - Location: RB -1 Summary: 5.50 IN x 9.50 IN x 13.0 FT / #1 - DOUGLAS FIR -LARCH (NORTH) - Dry Use Section Adequate By: 3.6% Controlling Factor: Section Modulus / Depth Required 9.33 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Loaf P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Properties For: #1- DOUGLAS FIR -LARCH (NORTH) Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =0.99 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: M= 6.5 FT From Left Support Shear (Ca)_ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= I= 0.17 IN 0.21 IN = U735 0.38 IN = U407 844 LB 710 LB 1554 LB 844 LB 710 LB 1554 LB 0.45 IN 0.45 IN 13.0 FT 13.0 FT 1.15 360 240 0 PLF 0 PLF . 13 PLF 13 PLF 1688 LB 1254 LB 2942 LB 6.5 FT 1300 PSI 85 PSI 1600000 PSI 625 PSI 1478 PSI 98 PSI 9830 FT -LB 1543 LB 79.9 N3 82.7 N3 23.7 N2 52.2 N2 231.6 N4 392.9 N4 6 Project: 0303 - Location: RB -1 Summary: 3.125 IN x 10.50 IN x 13.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 17.5% Controlling Factor: Section Modulus / Depth Required 9.69 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load; RL1= 844 LB Dead Load: RD1= 679 LB Total Load: RT1= 1523 LB End Reactions(Right Side): Live Load: RL2= 844 LB Dead Load: RD2= 679 LB Total Load: RT2= 1523 LB Bearing Length Reqd.(Left) : BL1= 0.75 IN Bearing Length Reqd.(Right): BL2= 0.75 IN Camber Regd.: C= 0.29 IN Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= 1688 LB Dead Load: PD1= 1254 LB Total Load: 'PT1= 2942 LB Location: X1= 6.5 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc_perp= 650 PS Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.15 CI =0.87 Fv': Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: 6.5 FT From Left Support Shear ((7 d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 0.19 IN 0.25 IN = U634 0.44 IN = U356 13.0 FT 13.0 FT 1.15 360 240 1.5 X DLD 0 PLF 0 PLF 8 PLF 8 PLF Fb'= 2389 PS Fv'= 219 PS M= 9730 FT -LB V= 1516 LB Sreq= 48.9 N3 S= 57.4 N3 Areq= 10.5 N2 A= 32.8 N2 Ireq= 203.3 N4 I= 301.4 N4 7 <4)x:n's k�a^eA:rY"t , L^.i'i.a` - d F '';e ,.:�:I wll�i.:u.a..� `C•.a..� -' .• : ,;,4,•.Mt�m2t4+ta �:.+�, '� : Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Project: 0303 - Location: RH -1 Summary: 5.50 IN x 11.50 IN x 12.5 FT / #2 - DOUGLAS FIR -LARCH (NORTH) - Dry Use Section Adequate By: 13.0% Controlling Factor: Section Modulus / Depth Required 10.82 In Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.12 IN = L/1276 Total Load: TLD= 0.25 IN = L/604 End Reactions(Left Side): Live Load: RL1= 921 LB Dead Load: RD1= 1114 LB Total Load: RT1= 2035 LB End Reactions(Right Side): Live Load: RL2= 1023 LB Dead Load: RD2= 1195 LB Total Load: RT2= 2218 LB Bearing Length Reqd.(Left) : BL1= 0.59 IN Bearing Length Reqd.(Right): BL2= 0.65 IN Beam Data: Span: L= 12.5 FT Maximum Unbraced Span: Lu= 12.5 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 88 PLF Dead Load: wD= 115 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT= 218 PLF Concentrated Load P1: Live Load: PL1= 844 LB Dead Load: PD1= 679 LB Total Load: PT1= 1523 LB Location: X1= 7.0 FT Properties For: #2- DOUGLAS FIR -LARCH (NORTH) Bending Stress: Fb= 875 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 995 PSI Adjustment Factors: Cd =1.15 CI =0.99 Cf =1.00 Fv': Fv'= 98 PSI Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: M= 8895 FT -LB 7.0 FT From Left Support Shear (cci) d from beam end): V= 2008 LB Comparisons With Required Sections: . Section Modulus: Sreq= 107.3 N3 S= 121.2 N3 Area: Areq= 30.9 N2 A= 63.2 N2 Moment of Inertia: Ireq= 276.9 N4 1= 697.0 N4 Project: 0303 - Location: RH -1 Summary: 3.125 IN x 10.50 IN x 12.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 32.3% Controlling Factor: Section Modulus / Depth Required 9.13 In Deflections: Dead Load: DLD= 0.21 IN Live Load: LLD= 0.20 IN = L/764 Total Load: TLD= 0.41 IN = L/369 End Reactions(Left Side): Live Load: RL1= 921 LB Dead Load: RD1= 1067 LB Total Load: RT1= 1989 LB End Reactions(Right Side): Live Load: RL2= 1023 LB Dead Load: RD2= 1149 LB Total Load: RT2= 2171 LB Bearing Length Reqd.(Left) : BL1= 0.98 IN Bearing Length Reqd.(Right): BL2= 1.07 IN Camber Regd.: C= 0.32 IN Beam Data: Span: L= 12.5 FT Maximum Unbraced Span: Lu= 12.5 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= 1.5 X DLD Uniform Load: Live Load: wL= 88 PLF Dead Load: wD= 115 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT= 211 PLF Concentrated Load P1: Live Load: PL1= 844 LB Dead Load: PD1= 679 LB Total Load: PT1= 1523 LB Location: X1= 7.0 FT Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc_perp= 650 PS Fb'= 2421 PS Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.15 CI =0.88 Fv': Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: 7.0 FT From Left Support Shear (a d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Multi- Loaded BeamF 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Fv'= 219 PS M= 8752 FT -LB V= 1987 LB Sreq= 43.4 N3 S= 57.4 N3 Areq= 13.7 N2 A= 32.8 N2 Ireq= 196.4 N4 I= 301.4 N4 • Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Project: 0303 - Location: RH -2 Summary: 5.50 IN x 9.50 IN x 9.5 FT / #1 - DOUGLAS FIR -LARCH (NORTH) - Dry Use Section Adequate By: 30.3% Controlling Factor: Section Modulus / Depth Required 8.32 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): RL2= Live Load: Dead Load: RD2= Total Load: RT2= Bearing Length Reqd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: WD= Beam Self Weight: BSW= Total Load: WT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Properties For: #1- DOUGLAS FIR -LARCH (NORTH) Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =0.99 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: - Maximum Moment: M= 4.0 FT From Left Support Shear (61 d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= I= I 0.09 IN 0.10 IN = U1177 0.19 IN = U611 1415 LB 1332 LB 2747 LB 1282 LB 1225 LB 2507 LB 0.80 IN 0.73 IN 9.5 FT 9.5 FT 1.15 360 240 195 PLF 185 PLF 13 PLF 393 PLF 844 LB 679 LB 1523 LB 4.0 FT 1300 PSI 85 PSI 1600000 PSI 625 PSI 1483 PSI 98 PSI 0 7846 FT -LB 2436 LB 63.6 N3 82.7 N3 37.4 N2 52.2 N2 154.5 N4 392.9 N4 Adjustment Factors: Cd =1.15 Design Requirements: Maximum Moment: 4.0 FT From Left Support Shear ((u7 d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Project: 0303 - Location: RH -2 Summary: 3.125 IN x 9.00 IN x 9.5 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 18.1% Controlling Factor: Section Modulus / Depth Required 8.28 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Reqd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Camber Regd.: C= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: Ex= Ey= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =0.95 Fv': Fv'= 0.16 IN 0.18 IN = U640 0.34 IN = L/335 1415 LB 1304 LB 2719 LB 1282 LB 1197 LB 2479 LB 1.34 IN 1.22 IN 0.24 IN 9.5 FT 9.5 FT 1.15 360 240 1.5 X DLD 195 PLF 185 PLF 7 PLF 387 PLF 844 LB 679 LB 1523 LB 4.0 FT 2400 PS 190 PS 1800000 PS 1600000 PS 650 PS 2615 PS 219 PS M= 7782 FT -LB V= 2429 LB Sreq= 35.8 N3 S= 42.1 N3 Areq= 16.7 N2 A= 28.1 N2 Ireq= 136.1 N4 I= 189.8 N4 I .:i. ;. r.`i:,'.,.. - .........w •v�wr'w,�se+t l:w ':,< `.1C� p �.nf.t p. � w::i.: ':%::i....ui.;e."w` iu.r..... .w.- u._r..._.,,:..L .L-..&j Multi- Loaded Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 Protect: 0303 - Location: RH -3 Summary: 3.50 IN x 11.25 IN x 8.5 FT / #2 - DOUGLAS FIR -LARCH (NORTH) - Dry Use Section Adequate By: 30.5% Controlling Factor: Section Modulus / Depth Required 9.85 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Reqd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Properties For: #2- DOUGLAS FIR -LARCH (NORTH) Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 CI =0.98 Cf =1.10 Fv': Fv'= Adiustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 3.0 FT From Left Support Shear (0, d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S Area: S Areq= A= Moment of Inertia: Ireq= I= 0.04 IN 0.03 IN = U3019 0.07 IN = U1406 759 LB 893 LB 1651 LB 510 LB 708 LB 1219 LB 0.75 IN 0.56 IN 8.5 FT 8.5 FT 1.00 360 240 50 PLF 105 PLF 10 PLF 165 PLF 844 LB 627 LB 1471 LB 3.0 FT 825 PSI 95 PSI 1600000 PSI 625 PSI 894 PSI 95 PSI 4213 FT -LB 1497 LB 56.6 N3 73.8 N3 23.7 N2 39.3 N2 70.9 N4 415.2 N4 7:Zi: „ ...... , ....—+ ...i.:+u.A.ahA:i':.Y.atibwfiKhd- k id4cd ..� cti?�i i 'C: 41z+:Jr .;: '� e4Va34+tiN 6WeAg1AgxaKf '.. .. Multi- Loaded Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 )3 Proiect: 0303 - Location: RH -3 Summary: 5.50 IN x 7.50 IN x 8.5 FT 1 #1 - DOUGLAS FIR -LARCH (NORTH) - Dry Use Section Adequate By: 21.8% Controlling Factor: Section Modulus / Depth Required 6.80 In Deflections: e d DLD= 0.08 IN Dead Load: LLD= 0.07 IN = U1406 Total Load: Load: TLD= 0.16 IN = L/654 Tot End Reactions(Left Side): RL1= 759 LB Dead Load: Live Load: RD1= 895 LB D Total Load: RT1= 1653 LB End Reactions(Right Side): RL2= 510 LB Dead LLoa: ad Load: RD2= 710 LB Total Load: RT2= 1221 LB 0.48 IN Bearing Length Reqd.(Left) : BL1= 0. BL2= 0.36 IN Bearing Length Reqd.(Right): Beam Data: L= 8.5 FT Span: FT 8.5 . = 8 Maximum Unbraced Span: Lu Lu = 1 8.5 Live Load Duration Factor: L/ 360 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: Uniform Load: wL= 50 PLF Dead Load: Live Load: wD= 105 PLF Dead Beam Self Weight: BSW= 10 PLF Total Load: wT= 165 PLF Concentrated Load P1: Live Load: PL1= 844 LB Dead Load: PD1= 627 LB Total Load: PT1= 1471 LB Location: X1= 3.0 FT Properties For: #1- DOUGLAS FIR -LARCH (NORTH) Fb= 1200 PSI Bending Stress: Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1195 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 85 PSI Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= 4217 FT -LB 3.0 FT From Left Support Shear (a d from beam end): V= 1550 LB Comparisons With Required Sections:. Section Modulus: Sreq= 42.4 N3 S= 51.5 N3 Area: Area= 27.4 N2 A= 41.2 N2 Moment of Inertia: Ireq= 71.0 N4 I= 193.3 N4 pote� G lae. Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by 7 t e 2./ 7/ �3 Job No 03 o3 Checked by 1 Date I Sheet No. / y Descri fit.- Ft/4 Irk G} Job Name f - psi }- 0 .— A /` ' Pe q:{ Z T =3,5 )0 = (3,S'0 1 2/n s 142t (% 3 . S' 8 w„yo C e. s : / 06 x 1, 2 X /6,Yf5FA' / 0 2i IS& 0% Z,b 174-F 2,.. C/vas" 4-r° Go r.N Coq 771 -rr o ap r £ n , '2,A d /if-: 7 . S't'>> P evaPe C LIG '�o0Cety 5. =b /- 9nD- //Y / , — K-15-1 Pot.% 210`8 ��-� % � Y Y ` 'v� � 155V v K lfi - t 4 u= i 12 5' p j )Q z3 r 1332 = it//5' p04,c= 2-7x7 - 7 ✓ p1 -3; r t 7 ( P , ° P i c . - 751'6 ) / 3 L a 056 ( 2 -44/ Gn -( PP Si @ co•= C34(4.4 m9/47 o¢: Wood Stud Design per 1997 UBC Thickness Width 5.5 Stud Size Wood Grad. Spacing(in) Length(in) Sawn Lumber Wind Pres. Floor Loads Wdl(Ib /ft) WII(lb /ft) WII(lb /ft) WII(Iblft) Wdl +WII(Ib/ PdI +II fc(psi) Wwind Mwind A(inA2) Sx(in ^3) fb(PSI) Duration Factor fc/F'c 0.074 Axial load O.K. 1.5 #2 16 126 21 psf 210 Total 0 Floor 88 Roof 88 Total 298 Total 397 lbs. 48.2 psi 28.0 lb /ft 385.88 ft-lb 8.25 7.56 612.30 Bending O.K. 1.15 FILE:STUD -97 Exterior Stud Wall 2x6 HF #2 @ 16" oc Fb(psi) Fc(psi) E(psi) Fb' (psi) le /d Kce Fc* (psi) Fce c' Fl F2 F3 F'c(psi) Unity Equation (fc /Fc ^2 +fb /(Fb' *(1 -fc /Fce)) = 0.327 UNITY EQ. IS GOOD Job # 0303 850 1250 1300000 2033.2 22.91 0.3 visually graded lumber 1581.3 743.1 0.8 sawn lumber 0.919 0.844 0.587 651.7 Cf 1.3 1.1 Cd 1.6 1.15 •• � . R..,....�..••••• ...... . ....... .. rvesvilc.04,» .g..4?;a ? r.4 Cr 1.15 Wood Stud Design per 1997 UBC Thickness Width 1.5 5.5 #2 12 126 Stud Size Wood Grad' Spacing(in) Length(in) Sawn Lumber Wind Pres. 21 psf Floor Loads Wdl(Ib /ft) 1700 Total WII(lb /ft) 0 Floor WII(Ib /ft) 1700 Roof WII(Ib /ft) 1700 Total Wdl +WII(lb/ 3400 Total Pdl +ll 3400 lbs. fc(psi) 412.1 psi Wwind 21.0 lb /ft Mwind 289.41 ft-lb A(inA2) 8.25 Sx(inA3) 7.56 fb(PSI) 459.22 Bending O.K. Duration Factor 1.15 fc/F'c 0.632 Axial load O.K. FILE:STUD -97 Cripple Studs 2x6 HF#2 Fb(psi) Fc(psi) E(psi) Fb' (psi) le /d Kce Fc* (psi) Fce c' Fl F2 F3 F'c(psi) Unity Equation (fc /Fc') ^2 +fb /(Fb' *(1 -fc /Fce)) = 0.983 UNITY EQ. IS GOOD Job # 0303 850 1250 1300000 1768 22.91 0.3 visually graded lumber 1581.3 743.1 0.8 sawn lumber 0.919 0.844 0.587 651.7 Cf 1.3 1.1 Cd 1.6 1.15 .141C.4 Mental' wv440tl1 Cr 1.00 z F: • W Ce J U. oo N D W = J • u. WO • a = W F- _ z � F- O Z F- U � O U CI I-- W W I F- H U o ui o co E- 2 z P>fa meeiL 106. Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by 1p - Date ? */7/43 Job No, 07 c) Checked by Date Sheet No. / 7 Descri 1't_o 02- j4e-fr 1 17 Job Name E-5l9mssn J4( FrQ o2- tot 5 73 /5-1 .1 r / ns c c. r l p P.s'F F IF L L= 0 01 6" 1.07 N If Ll_%l.9 - 9ei W 1 Teti 3900 l� D L= /Do PS 0 2 u5 . T Pao /6 87S' SI2"0•4 /d f r- cote czrr Tn 1 &7iw 1 _7_' - t A t ' t 3 3 ')‹ / F % ZJ, f - 5 - ( ` 53 ' l S r D v3 IF 71 a- ''o.:. L- IS" p _ 7 , 5' / / 5 " /,cr % e62 m 9 x l `%r >e(/SFSit ' 32.3 r6 -IL LO + O /r' LLB 4.1 --k L I133'k /owes /% 133 `L' .. !7,. -L / Y312- L) d r P/53 (kr .% 5` > I53` & -x7 67 1735 >< ('p r ) ; )?, 7 F7 -vs (),G 9 9 (L Tay , po ) 50 .?vf5 S a I 4" Pru -oc..v % � Y 5* V .0 e)..) `r, t , - Z. c 3,P ...�� 1 S t s - /Zo P �% /5 / /s,C Cwt 3 *.00-9 ' ,. e 12oo ,4,• 0,, 0/5 L t t /2 & (4x / /5->, /s F -/' 704° ?<? r) . y72, # yroo () L I ` a b a \\P . , / o � , 9 j-o r c,zs e 12''o, c K-►ht,,r v % 11 b o �rGva /'/ 249 (MO 441 % SAa o f u Floor Joist( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -07 -2003 18 Project: 0303 - Location: FJ -1 Summary: TJI PRO 150 / 9.5 - TRUS JOIST - MACMILLAN x 10.0 FT Coil 16.00 O.C. Section Adequate By: 23.3% Controlling Factor: Allowable end reaction a I- joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Deflections: Interior Span Live Load: LLD= 0.22 IN = U533 Interior Span Total Load: TLD= 0.26 IN = U464 Joist Reactions: Live Load: RL= 667 LB Dead Load: RD= 100 LB Total Load: RT= 767 LB Joist Data: Span: L= 10.0 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Joist Loading: Uniform Live Load: LL= 100 PSF Floor Duration Factor: Cd= 1.00 Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 15 PSF Joist Live Load: wL= 133 PLF Joist Dead Load: wD= 20 PLF Properties For: TJI PRO 150 / 9.5- TRUS JOIST - MACMILLAN Depth: D= 9.50 IN Moment Capacity: Mcap= 2730 FT -LB Shear Capacity: Vcap= 1120 LB El: El= 160000000 LB -IN2 End Reaction Capacity: Rcap= 945 LB Comparisons With Required Sections: i Maximum Moment: M= 1917 FT -LB Adjusted Moment Capacity: Mcap adj= 2730 FT -LB Maximum Shear: V= 766 LB Adjusted Shear Capacity: Vcap adj= 1121 LB El Required: Elreq= 107985945 LB -IN2 I El: El= 160000000 LB -IN2 1 Maximum End Reaction: Rmax= 767 LB Adjusted Reaction Capacity: Rcap_adj= 945 LB Puotie'' E 106. Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 - 1597 Made by ,� �- 1te 2,/y/ 01 Date Job No.0 Sheet No. Checked by Descri " o (L__ R ,ri (n Job Name p ressn ), - ,71' J- ;fT1. F ooL t3 Flk f L: 13,2,5 hoo(p_ o l L % /2- PSF (- Ci /.0.01 F- -`r' pc 4 1 9 . s 5 - q 5 ) < / , ? / , , 1 1 _ _ ' ' j %yb l = i d 6J4:.! ) 9 0 ' / 1 L✓o � ; 0 /2 •P Lc-% U- fi y N• act L % 0 r 1,3,1,5"x/2 0,/Y �•y 7e yx1�, V sc i t oy,bk'5 / R i-r- tur = 3it , eY e - . 3 ( 3 › , 7 4 , 0 0 , ) ,)!As 1,/5 K (I3, i S Fr' --••, c. 16 /t ,sr l i Fb % 6%6 6 Al k? ��, 3 4/15y V ' ZX I/ /5 — • 7,62 .6 7 Z<< 03 1. i3 /2`' �rb 'I r V$( �, S 0— 4 I r- ( L– ( i) >f �O b" ,ZSS( Fi/%O.yx 36 /` /, ' Z • ui W V O 0 cn co tu J = w 0 a g • � • a S • a Z = Z U.1 uj U O — D I- W • LU H U. 0 ui U= 0 �.. z Project: 0303 - Location: FB -1 Summary: A36 C10x20 x 13.25 FT Uniformly Loaded Floor Beam( AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 11 Section Adequate By: 13.7% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.30 IN = 1/525 Total Load: TLD= 0.35 IN = U460 Reactions (Each End): Live Load: RL= 6625 LB Dead Load: RD= 928 LB Total Load: RT= 7553 LB Bearing Length Regd.: BL= 1.00 IN Beam Data: Span: L= 13.25 FT Maximum Unbraced Span: ( 1 n l / Lu= 1.33 FT U 360 Live I Load Deflect. Criteria: Total Floor Loading: Floor Dead Load: DL= 12 PSF Side One: Floor Live Load: LL1= 100 PSF Tributary Load Span(Side One): TW1= 5.0 FT Side Two: Floor Live Load: LL2= 100 PSF Tributary Load Span(Side Two): TW2= 5.0 FT Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 100 PSF Beam Loading: Beam Total Live Load: wL= 1000 PLF Beam Self Weight: BSW= 20 PLF Beam Total Dead Load: wD= 140 PLF Total Maximum Load: wT= 1140 PLF Controlling Total Design Load: wTcont= 1140 PLF Properties for:A36 C10x20 Yield Stress: Fy= 36 KSI Depth: d= 10.00 N Web Thickness: tw= 0.38 N Flange Width: bf= 2.74 N Flange Thickness: tf= 0.44 N Distance to Web Toe of Fillet: k= 1.00 N Moment of Inertia About X -X Axis: Ixx= 78.9 N4 Section Modulus About X -X Axis (Calculated): Sxx= 15.8 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 3.14 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 26.39 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 1.33 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= 5.529 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h /tw= 21.1 Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mn= 28440 FT -LB Controlling Moment: Mu= 25018 FT -LB Nominal Shear Strength: Vn= 54576 LB Maximum Shear: V= 7553 LB Moment of Inertia: Ireq= 54 IN4 1= 79 IN4 Pneoteen C lac. G _/ Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by 7 F 1 1 ; atc Z )/4/03 / Job No. 0 3 03 J Checked by Date Sheet No. � Description ��^^ Job Name / o 1 Z t sr ' / 7. /h- -7 `>? V 0 Ho fe % i' eidte PC)2' , QyzYL. G I r+ mot. Do I p L f 7.0 PF L F o e. Loop /N .PvR_tfl,- 7 6P o 2 . / 7 ' - 7 7 /'f (.'J( ° 13v /(.►� /.�f is /-T` / I • =z,. rei:{ 19(2.e S .7T:av c 't Pk0 F � . .,t/ . nrat rin a r1 ? 9 `S7 7.- 60,5 -1 pfd fi t.- 7S (11 Pn`ro;-n -k l tO 0 13 `8 Pk_ 7 yeI P��� -rum ti e i0 77 C& f Z % rivo, 1Z/71</ '' 3 ; i f L o A A . i--c - '�n c_= 9 t6 ` Pw% 441,5' �n-f c 75 I'y , Fit -.0^7 Rh —I Vv� 1 14 S L& Pc�% t o z-3 }'t24 2 Z 1 t3 L6 M 1 u,o,L{ T. w. _ / " Gv %/5 9 // oo'' /Fr 1* -0 rYt C.Joc % f /'X /5P5F /65 (% r4--OWL ,5 53 at 233' W ' t6,ILsIxr pc -i5 /671 13u - ro o� s� �as►�- Li9 G124(10, (:)I: G -1 °*1- Gv t, c.' 199' / '- (0)0ft.% 2$a // _ e: ,, u;..:;.: L :W;z,'.y::;nv�:utW�Rav:»`,wc.a, :VY P2em 'e, �+ lac. G � Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made b TF' ate 2 11r , 1 0 3 Job No. 03 03 Checked by Date Sheet No. , D ,� n,S20--. i- r e- Job Name z 1 7�e..5 5D ..- rp ' _ D1017 LJ4r rev , - 3) P1ek %10,25' FPM. r- Qti. F6 .-I% 9 2ti' o Pe.i..= &L. 75.3 us F (2-4ev- P -2, = Re Pot. ,fik) PA,' SY wt' /5"2, pn � r� rmi 40'0 7 'b 1 " Ptp t „ 7oT" . ' '? 0 7? l6 127._ k i 16 , 2s' frr -or A..)11-2 Po - ) 3 3L P'L_c.= l y I5 T� - 27 y 7 413 P3 e, r 2o€25"' Frog f`6 - I PP= . 726 P� 66 2s Pp-rL' 75 QS art Pit e k % 7, 5,75' T.Q -ari, P If �L% 'Pty t 122 � J'c,c = ) Z e z ,,(r , W !: (4o � .,. ' 1 $O v3 /4- E tr b j •r � = Ze o L ( Z,' W 23 .3 ( i.•! w = / 1'6 " I'r P) tp7i ,,3 r,Y en" (35e G l2o2U,? /97• 5.0 .Ter w f-t.L.. Tc), ( "II' upt /5 Wk f Wo L- % 1211 X0 5 I 0 T,)t F s' tA)47. i,J t,�% 5 -1 eioJnsr %Scaataf- 0>e" is 75' /ii-1 tz.1 3r►-1 'PvL= 62,7 `6 pi.,u- �YY pb-11;% / y7` cc 6 s Z ) use C/2 .V20 P4 Rttc,= I V7 0 (,) ie btid,r i 1..5"5./ti,.. - :t•ftI Pp4-`- 25-0716 6/5 (b. c-V Uniformly Loaded Floor Beam!' AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Project: 0303 - Location: FB -2A & FB -3A Summary: A36 C12x20.7 x 10.25 FT Section Adequate By: 270.1% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.01 IN = U9855 Total Load: TLD= 0.03 IN = U4195 Reactions (Each End): Live Load: RL= 964 LB Dead Load: RD= 1300 LB Total Load: RT= 2264 LB Bearing Length Regd.: BL= 1.13 IN Beam Data: Span: L= 10.25 FT Maximum Unbraced Span: Lu= 10.25 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 233 PSF Side One: Floor Live Load: LL1= 188 PSF Tributary Load Span(Side One): TW1= 1.0 FT Side Two: Floor Live Load: LL2= 0 PSF Tributary Load Span(Side Two): TW2= 0.0 FT Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 188 PSF Beam Loading: Beam Total Live Load: wL= 188 PLF Beam Self Weight: BSW= 21 PLF Beam Total Dead Load: wD= 254 PLF Total Maximum Load: wT= 442 PLF Controlling Total Design Load: wTcont= 442 PLF Properties for:A36 C12x20.7 Yield Stress: Fy= 36 KSI Depth: d= 12.00 N Web Thickness: tw= 0.28 N Flange Width: bf= 2.94 N Flange Thickness: tf= 0.50 N Distance to Web Toe of Fillet: k= 1.13 N Moment of Inertia About X -X Axis: Ixx= 129.0 N4 Section Modulus About X -X Axis (Calculated): Sxx= 21.5 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 2.94 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.55 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 10.25 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= 5.687 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1 -6: F1 -6= 0.0 KSI Allowable fb per ASD Eqn F1 -7: F1 -7= 0.0 KSI Allowable fb per ASD Eqn F1 -8: F1 -8= 11.98 KSI Elastic Limit of ASD Eqn F1 -6: EL1 -6= 0.0 FT Allowable Bending Stress: Fb= 11.98 KSI Web Width to Thickness Ratio: h /tw= 34.6 Limiting Width to Thickness Ratio for Fv= .4 *Fy:... AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Controlling Moment: Nominal Shear Strength: Maximum Shear: Moment of Inertia: Mn= Mu= V V= I req= 1= 21470 FT -LB 5801 FT -LB 48730 LB 2264 LB 7 IN4 129 IN4 12- 23 Multi- Loaded BeamF AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Protect: 0303 - Location: FB -2B @ East Wall Summary: A36 C12x20.7 x 10.0 FT Section Adequate By: 391.4% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.01 IN = U8469 Total Load: TLD= 0.04 IN = U3387 End Reactions(Left Side): Live Load: RL1= 1369 LB Dead Load: RD1= 1918 LB Total Load: RT1= 3288 LB End Reactions(Right Side): Live Load: RL2= 816 LB Dead Load: RD2= 1362 LB Total Load: RT2= 2177 LB Bearing Length Reqd.(Left) : BL1= 1.13 IN Bearing Length Reqd.(Right): BL2= 1.13 IN Bearing for P1: BL P1= 1.13 IN Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 4.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 100 PLF Dead Load: wD= 180 PLF Beam Self Weight: BSW= • 21 PLF Total Load: wT= 301 PLF Concentrated Load P1: Live Load: PL1= 921 LB Dead Load: PD1= 1114 LB Total Load: PT1= 2035 LB Location: X1= 3.0 FT Uniform Load (Partially Distributed): Live Load: wL PD= 88 PLF Dead Load: wD PD= 53 PLF Total Load: wT PD= 141 PLF Load Start: A= 0.0 FT Load End: B= 3.0 FT Load Length: C= 3.0 FT Properties for:A36 C12x20.7 Yield Stress: FV= 36 KSI Depth: d= 12.00 N Web Thickness: tw= 0.28 N Flange Width: bf= 2.94 N Flange Thickness: tf= 0.50 N Distance to Web Toe of Fillet: k= 1.13 N Moment of Inertia About X -X Axis: Ixx= 129.0 N4 Section Modulus About X -X Axis (Calculated): Sxx= 21.5 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 2.94 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WQR= 42.55 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 4.0 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= 5.687 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h /tw= 34.6 Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mn= 38700 FT -LB Controlling Moment: Mu= 7875 FT -LB 3.0 FT From Left Support Nominal Shear Strength: Vn= 48730 LB Maximum Shear: V= 3288 LB Moment of Inertia: Ireq= 9 IN4 1= 129 IN4 ,.,p; .. "Liu ..'!A' *..!14:tatm. Multi- Loaded Beam f AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Prolect: 0303 - Location: FB -2C @ East Wall Summary: A36 C12x20.7 x 10.25 FT Section Adequate By: 270.9% Controlling Factor: Moment Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) BL1= Bearing Length Reqd.(Right): BL2= Bearing for P1: BL_P1= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Uniform Load (Partially Distributed): Live Load: wL PD= Dead Load: wD PD= Total Load: wT_PD= Load Start: A= Load End: B= Load Length: C= Properties for:A36 C12x20.7 Yield Stress: Fy= Depth: d= Web Thickness: tw= Flange Width: bf= Flange Thickness: tf= Distance to Web Toe of Fillet: k= Moment of Inertia About X -X Axis: hoc Section Modulus About X -X Axis (Calculated): Sxx= Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= Allowable Flange Buckling Ratio: AFBR= Web Buckling Ratio: WBR= Allowable Web Buckling Ratio: AWBR= Controlling Unbraced Length: Lb= Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= Moment Gradient Bending Coefficient: Cb= Allowable Bending Stress: Fb= Web Width to Thickness Ratio: h /tw= Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= Allowable Shear Stress: Fv= Design Requirements Comparison: Nominal Moment Strength: Controlling Moment: 5.5 FT From Left Support Nominal Shear Strength: Maximum Shear: Moment of Inertia: Mn= Mu= Vn= V= Ireq= I= Zy 0.03 IN 0.02 IN = U6227 0.05 IN = U2621 Z 1083 LB W 1641 LB c4 2724 LB -J U 1383 LB 0 0 1863 LB w 0 3246 LB N W 1.13 IN W H 1.13 IN N W 1.13 IN p 10.25 FT 2 27 4.0 FT a Q 360 240 w 2 I- Ili 100 PLF 180 PLF ? 21 PLF Z O 301 PLF LIJ W 1023. LB 2218 LB 0 E- 5.5 FT Ill W 88 PLF r? , 53 PLF LL, ~ U 141 PLF 5.5 FT 10.25 FT U 4.75 FT 0 ~ 36 KSI Z 12.00 N 0.28 N 2.94 N 0.50 N 1.13 N 129.0 N4 21.5 N3 2.94 10.83 42.55 106.67 4.0 FT 5.687 FT 1.0 21.6 KSI 34.6 63.3 14.4 KSI 38700 FT -LB 10434 FT -LB 48730 LB 3246 LB 12 IN4 129 IN4 Multi- Loaded Beam( AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Project: 0303 - Location: FB -3B @ West Wall Summary: A36 C12x20.7 x 10.0 FT Section Adequate By: 245.0% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.02 IN = U5365 Total Load: TLD= 0.05 IN = L/2467 End Reactions(Left Side): Live Load: RL1= 1436 LB Dead Load: RD1= 1759 LB Total Load: RT1= 3195 LB End Reactions(Right Side): Live Load: RL2= 1507 LB Dead Load: RD2= 1898 LB Total Load: RT2= 3406 LB Bearing Length Reqd.(Left) : BL1= 1.13 IN Bearing Length Reqd.(Right): BL2= 1.13 IN Bearing for P1: BL_P1= 1.13 IN Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 4.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 100 PLF Dead Load: wD= 180 PLF Beam Self Weight: BSW= 21 PLF Total Load: wT= 301 PLF Concentrated Load P1: Live Load: PL1= 1415 LB Dead Load: PD1= 1332 LB Total Load: PT1= 2747 LB Location: X1= 6.0 FT Uniform Load (Partially Distributed): Live Load: wL PD= 88 PLF Dead Load: wD PD= 53 PLF Total Load: wT_PD= 141 PLF Load Start: A= 0.0 FT Load End: B= 6.0 FT Load Length: C= 6.0 FT Properties for:A36 C12x20.7 Yield Stress: Fy= 36 KSI Depth: d= 12.00 N Web Thickness: tw= 0.28 N Flange Width: bf= 2.94 N Flange Thickness: tf= 0.50 N Distance to Web Toe of Fillet: k= 1.13 N Moment of Inertia About X -X Axis: Ixx= 129.0 N4 Section Modulus About X -X Axis (Calculated): Sxx= 21.5 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 2.94 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.55 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 4.0 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= 5.687 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h /tw= 34.6 Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Controlling Moment: 6.0 FT From Left Support Nominal Shear Strength: Maximum Shear: Moment of Inertia: Mn= Mu= Vn= V= I req= I= 38700 FT -LB 11216 FT -LB 48730 LB 3406 LB 13 IN4 129 IN4 z I cc w 6 U 00 co LLI - F- O g Q I w Z � ZI- uj 0 - O l- w w H� IL t1J Z U= O ~ Z Multi- Loaded Beam( AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Prolect: 0303 - Location: FB -3C @ West Wall Summary: A36 C12x20.7 x 10.25 FT Section Adequate By: 246.4% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.02 IN = U5487 Total Load: TLD= 0.05 IN = L/2465 End Reactions(Left Side): Live Load: RL1= 1203 LB Dead Load: RD1= 1655 LB Total Load: RT1= 2858 LB End Reactions(Right Side): Live Load: RL2= 1522 LB Dead Load: RD2= 1879 LB Total Load: RT2= 3401 LB Bearing Length Regd.(Left) : BL1= 1.13 IN Bearing Length Reqd.(Right): BL2= 1.13 IN Bearing for P1: BL P1= 1.13 IN Beam Data: Span: L= 10.25 FT Maximum Unbraced Span: Lu= 4.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 100 PLF Dead Load: wD= 180 PLF Beam Self Weight: BSW= 21 PLF Total Load: wT= 301 PLF Concentrated Load P1: Live Load: PL1= 1282 LB Dead Load: PD1= 1225 LB Total Load: PT1= 2507 LB Location: X1= 5.5 FT Uniform Load (Partially Distributed): Live Load: wL PD= 88 PLF Dead Load: wD PD= 53 PLF Total Load: wT_PD= 141 PLF Load Start: A= 5.5 FT Load End: B= 10.25 FT Load Length: C= 4.75 FT Properties for :A36 C12x20.7 Yield Stress: Fy= 36 KSI Depth: d= 12.00 N Web Thickness: tw= 0.28 N Flange Width: bf= 2.94 N Flange Thickness: tf= 0.50 N Distance to Web Toe of Fillet: k= 1.13 N Moment of Inertia About X -X Axis: lxx= 129.0 N4 Section Modulus About X -X Axis (Calculated): Sxx= 21.5 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 2.94 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.55 Allowable Web Buckling Ratio: AWBR 106.67 Controlling Unbraced Length: Lb= 4.0 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= 5.687 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h /tw= 34.6 Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Controlling Moment: 5.5 FT From Left Support Nominal Shear Strength: Maximum Shear: Moment of Inertia: Mn= Mu= Vn= V= I req= I= 38700 FT -LB 11171 FT -LB 48730 LB 3401 LB 13 IN4 129 IN4 c'..44,:erax: • ... .�.,.:':...;t Yrlr rv.rt, ui. :u ,:4- L! ..••• Multi- Loaded Beam( AISC 9th Ed ASD 1 StruCalc 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Project: 0303 - Location: FB -4 @ South Wall Summary: A36 C12x20.7 x 13.5 FT Section Adequate By: 63.1% Controlling Factor: Moment Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: Rte= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Reqd.(Right): BL2= Bearing for P1: BL_P1= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Properties for:A36 C12x20.7 Yield Stress: FY= Depth: d= Web Thickness: tw= Flange Width: bf= Flange Thickness: tf= Distance to Web Toe of Fillet: k= Moment of Inertia About X -X Axis: Ixx= Section Modulus About X -X Axis (Calculated): Sxx= Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= Allowable Flange Buckling Ratio: AFBR= Web Buckling Ratio: WBR= Allowable Web Buckling Ratio: AWBR= Controlling Unbraced Length: Lb= Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: Lu= Moment Gradient Bending Coefficient: Cb= Allowable Bending Stress: Fb= Web Width to Thickness Ratio: h /tw= Limiting Width to Thickness Ratio for Fv=.4*Fy: AWSL= Allowable Shear Stress: Fv= Design Requirements Comparison: Nominal Moment Strength: Controlling Moment: 6.75 FT From Left Support Nominal Shear Strength: Maximum Shear: Moment of Inertia: Mn= Mu= Vn= I req= I= 0.07 IN 0.12 IN = U1297 0.20 IN = U813 Z 3966 LB 2330 LB ;1 Z 6295 LB CC QQ g 3966 LB J U 2330 LB U O 6295 LB CO W 1.13 IN 1.13 IN H 1.13 IN to IL 13.5 FT W O 2.0 FT 2 360 Q 240 u 525 PLF =a 278 PLF Z H 21 PLF 824 PLF Z O 844 LB 2 j 627 LB D p 1471 LB 0 N 6.75 FT 0 36 KSI _ = w 12.00 N E- U 0.28 N LL ~O 2.94 N .. 0.50 N Z W Z 1.13 N U - 129.0 N4 ~ 21.5 N3 Z 2.94 10.83 42.55 106.67 2.0 FT 5.687 FT 1.0 21.6 KSI 34.6 63.3 14.4 KSI 38700 FT -LB 23730 FT -LB 48730 LB 6295 LB 38 IN4 129 IN4 Z7 p2etict . E of y 1r,e . M Made by 1 . , ,,te 2/1 a /0 � J Joh vn O3 ? Checked by D Description (3 ( i Job Name ` Pacer ' `• POk r P iiT zr moitm weev ,. C Fo -S) 1113,5 1;(,), ' `"`D . J 1 ' Wry l.- b.-; ,- W t-t,,. % t �le We, c. wvrw ° 1Etro 1 a P‘F % 03 t3 /17 114, 1 f1-0- i 5 IAA) (3 S \)! '5 I oa PS P 7 > .5 tAlb t - 7 o " -' 2. 7 U� /( 14,1 5t5 41 / i 5- L()-; 8 03t+ . - 1' FPM 12-N .3 : @k ; / F e ?'34 75 pp. /65'iz pH-3 PL.. = 5 f /2-f? FPM T AttsPa2T ,u S t)-)1? i' & l I tS3(fr Fi' t � fi-(% 12,18 L; Z ?et fprt-l 3j 6 `a Multi- Loaded Beam( AISC 9th Ed ASD 1 StruCalc 4.06 2 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Project: 0303 - Location: FB -5 @ North Wall Summary: A36 C12x20.7 x 13.5 FT Section Adequate By: 68.9% Controlling Factor: Moment Deflections: Dead Load: DLD= 0.08 IN Live Load: LLD= 0.12 IN = U1325 Total Load: TLD= 0.20 IN = U797 End Reactions(Left Side): Live Load: RL1= 4125 LB Dead Load: RD1= 2710 LB Total Load: RT1= 6835 LB End Reactions(Right Side): Live Load: RL2= 4231 LB Dead Load: RD2= 2923 LB Total Load: RT2= 7155 LB Bearing Length Regd.(Left) : BL1= 1.13 IN Bearing Length Reqd.(Right): BL2= 1.13 IN Bearing for P1: BL P1= 1.13 IN Bearing for P2: BL_P2= 1.13 IN Beam Data: Span: L= 13.5 FT Maximum Unbraced Span: Lu= 4.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= 525 PLF Dead Load: wD= 278 PLF Beam Self Weight: BSW= 21 PLF Total Load: wT= 824 PLF Concentrated Load P1: Live Load: PL1= 759 LB Dead Load: PD1= 893 LB Total Load: PT1= 1652 LB Location: X1= 4.0 FT Concentrated Load P2: Live Load: PL2= 510 LB Dead Load: PD2= 708 LB Total Load: PT2= 1218 LB Location: X2= 12.25 FT Properties for:A36 C12x20.7 Yield Stress: Fy= 36 KSI Depth: d= 12.00 N Web Thickness: tw= 0.28 N Flange Width: bf= 2.94 N Flange Thickness: tf= 0.50 N Distance to Web Toe of Fillet: k= 1.13 N Moment of Inertia About X -X Axis: Ixx= 129.0 N4 Section Modulus About X -X Axis (Calculated): Sxx= 21.5 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 2.94 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.55 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 4.0 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: • Lu= 5.687 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h /tw= 34.6 Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mn= 38700 FT -LB Controlling Moment: Mu= 22916 FT -LB 6.294 FT From Left Support Nominal Shear Strength: Vn= 48730 LB Maximum Shear: V= 7155 LB Moment of Inertia: Ireq= 39 IN4 I= 129 IN4 sr�, ;.��a:ait�tn�ua..c'•;; ate` 1st! su+`.;: �f :.:;,.,;R'u;::@xut>;<3�uJ;i�i:i PteliKGeJL E n GLG. tif�yC�tBPJlG�LCf / Consulting Engineers P.O. 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Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by -�-�[` [ r_ date / /J / O 7 f Job No. ', Checked by Date Sheet No. / Description .� 11, 2 -Pe„ /,f Job Name n Q�,� C 14 t, 5 c i Ha' i--• f 0 A- (4.0.f Pegkiri P OR...77 r? aAl t') I 4)7 : 1W4' /l' T" L+� � !.� 6.//.;7 l t Ju c� � t.4..: Zoo LB /AP 1 • Po � I , S1r °` r Pc. : 13251 6- 13*L6 15 " .. t'At.; 1332-° Pcei /Y/5 Po - : 2-7/7 7 1 po /60,e0 ,w. z-/ po,0 12.1; rt-e, 247,.x' - o,A,. --f4Q iikAlAtA r ' z t 2 ` I I P L . - 126 .6 ro4 L -1 , 3 vc l Pc-- 2-I fo t(6; 7- 54 ) e a33`/&- 336,' (2,66k S;lzs"')r laeia 5- 167-0 • Kt (14,1-0 73 3��,r, -) l406 C r) 32 /2.5- /ot4 tA/6-) z/ 6 T -/ Cam ► ti / 5 ) e69o‘z 9 . 3 % g 6.2/125' o' ) /hy3� - L.,0 1332�)rl,t 10,a /La5 »M t O,OP,i2 , 2.0 o )t( L -4( y/5 f- z/6? h0-0 M '14 , R tJrt -t1/ ; � 2 f'� -�,= l `t 25 16 1 C S. its 2a3% + (._: I A- )11,5e) 4- 7,570 nit) '4?r). ( 52" ,k 'Lov -r l 7 �i `' = 26 6,6 try 1, a, s 1997 UBC POLE FOOTING DESIGN Formula per Section 1806.8.2 of the 1997 UBC Job # 2000 -16 P (applied lateral force in pounds) h (distance in feet from ground surface to point of application of P) d (depth of embedment in earth in feet but not over 12 ft for purpose of computing lateral pressure) b (diameter of round post or footing or diagonal dimension of square footing in feet) lateral bearing pressure= 250 PSF /FT (2 x soil value shown in Table 18 -I -A) 12 Required Depth (ft) P= 1670 lbs. A= 4.81 h= 2 feet If Unconstrained d= 6.5 feet d= 6.44 feet b= 1.5 feet If Constrained S1= 541.67 psf d= 2.41 feet S3= 1625.00 psf 3Z �rLP,HLGI'!L G+ �t ^ fG#LQ.�e�t, lac Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by ite 7/z31-3 Job No. 0 .�D3 Checked by Date Sheet No. L-1 Description Job Name i Sr�reS I. Pr 1_ beh,*" �. 1 `r P - ct e s cp , / , G > . < ) (r t f>/:ri, ZZ, PV: f r Lv i m o .. 1... 7"U Gc)r' l 2 rj tvwt•c. q, 67/ Z 6 r5r 2l, t/Fr t'tdyi 1 . 3 o, s'x 2-1? = 66 60' w,,v rJ J._ -ro l wow •17c. -• ( e43.5")) f �� 3 X /3i 5, = 10Z F7' /oZ. f( Z2,6 Ps 23 W SeSi -L(c_. , 't U" 2,5 r x 2e5-A-o,3.6 xl, o k- 0 /636 kLd 5, � C✓ ,PF— zap" 13 5 k- 3 a. S x is PSF= 6176 we - will - or: Uppi b7 -41.-F J 64)01 -tc.S = ),07,5'i-/- 30,00 6 k/ s P5f- 79 2.0 c' % 676 16 r7�t� = f f tj 505"1( ("6 < </o?6 t CJ\ I7 / 14�0-I�''� SYe� -- % ww �Ko ' 214 t tti E -w.33teo Zy7/F (1 N -S 2 115M0, 3e1( A/ I. Z C) 33Yo .D .30 rc 33 Yow 0 q r f c 0k .0 D itaP1+Q" r ott awc.m.e15 I.G./ 1009 4.)0t7CS eePof L 5001 - 71-%17 1 6 CL 096 12 '` O , c fie -o.rCr /M 70 eP '' / Z7 2 r,1 ro ah 645 42 ,ow c6 % ez- xZ85 -1 M - = 23r °/ - ,iQNL:.`SNi+., r '2em �s nee . T �r Consu Engineers / P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by ite - L/7( Job No. 03 s j Checked by Date Sheet No. L_ Description . '7 e421 .. W�rt,G i:" .ylGly Job Name E4 nr — 'c i ,--' 5 t-,`1 ( v1-u- 17e..516ef 1 2 3 1'3, o � 1615 )3 V 33Y� 33o 1iS3 1/5:3 c . M 62.- use C,.1Zx Lo, 7 N CPT- 3,6.� /o 36 7 12-6g3 i 2.683 )G ►-r t i.... 0 l g• -feta - e.. 5ou771_ t-e1r? cdtm c=T tr tfis) 20 - Pp 0 0 0 L,,),„0 rDs 11 . q- ' I _____ 3. .4 1-% 52C•9 Prot DI 26 6,15 13,1, f } D S k�-Cc r�► 0) /12E pp - 10‘1I 4 r6 us 67.4° ?i7 �µJrM�7 Loo 263 (6 b5' �aVt'&• N. ����,`1KYf+� "5:/..w+w'W- %Xr�a. ' . • 4;1 ' e. Multi- Loaded Beam( AISC 9th Ed ASD 1 StruCaic 4.06 By: Timothy J. File, Premier Engineering, Inc. on: 02 -10 -2003 Protect: 0303 - Location: FB -5 (DL + Wind) Summary: A36 C12x20.7 x 13.5 FT Section Adequate By: 5.6% Controlling Factor: Moment Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= 7121 LB Dead Load: RD1= 2609 LB Total Load: RT1= 9730 LB End Reactions(Right Side): Live Load: RL2= 2999 LB Dead Load: RD2= 2822 LB Total Load: RT2= 5821 LB Bearing Length Reqd.(Left) : BL1= 1.13 IN Bearing Length Reqd.(Right): BL2= 1.13 IN Bearing for P1: BL P1= 1.13 IN Bearing for P2: BL_P2= 1.13 IN Beam Data: Span: L= 13.5 FT Maximum Unbraced Span: Lu= 1.33 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: Live Load: PL1= 10120 LB Dead Load: PD1= 893 LB Total Load: PT1= 11013 LB Location: X1= 4.0 FT Concentrated Load P2: Live Load: PL2= 0 LB Dead Load: PD2= 708 LB Total Load: PT2= 708 LB Location: X2= 12.25 FT Properties for:A36 C12x20.7 Yield Stress: Fy= 36 KSI Depth: d= 12.00 N Web Thickness: tw= 0.28 N Flange Width: bf= 2.94 N Flange Thickness: tf= 0.50 N Distance to Web Toe of Fillet: k= 1.13 N Moment of Inertia About X -X Axis: lxx= 129.0 N4 Section Modulus About X -X Axis (Calculated): Sxx= 21.5 N3 Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 2.94 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 42.55 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 1.33 FT Limiting Unbraced Length for Fb =.6 *Fy w/ Cb: • Lu= 5.687 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable Bending Stress: Fb= 21.6 KSI Web Width to Thickness Ratio: h /tw= 34.6 Limiting Width to Thickness Ratio for Fv= .4 *Fy: AWSL= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Controlling Moment: 4.0 FT From Left Support Nominal Shear Strength: Maximum Shear: Moment of Inertia: Mn= Mu= Vn= V= I req= I= 0 PLF 263 PLF 21 PLF 284 PLF 38700 FT -LB 36652 FT -LB 48730 LB 9730 LB 55 IN4 129 IN4 0.08 IN 0.19 IN = U851 0.27 IN = U605 _.,w......„�i1W:,:.i::i..:.ir. :;i:.. „_.. '..:,iM. •M .:: titi.'-: u'. a •..�;w,ibi:a:iUJ +'tu:n :�i,.ttL' 4±avt a40w .�,'.'�si weiaci.�''t e Ptem E terlila, _ 01 . Consulting Engineers P.O. Box 2168 • Woodinville, WA 98072 (425) 867 -1597 Made by "�-_ te `1l O/ °3 Date Job No. (9,7 Sheet No. t _ G, Checked by Description / e r , e Job Name X 712reSJo - ' 1 €4.,71-' 1C r9'55 o t 13U /e.- /3 ) L' PL./ -C.z:: ( ' J @ = 6 , 0 4 / 4 9 ‘ ev ts.Y V3 _ Q e., 66 gu V e c r = 6690` = 1670 rr-x U c.- r fi=r ----- r 3 -MY / L.' I- ) C. % .'r 5 o l9SSi rat r - 7 50 1' .r ._ .. F ( 2..1sty -e_ ~ 4- 5 125a L9/ v Sc.— ,O, -G- 3/Z 5 D 11 (97 /670 Prn- Sez.:nod &0&06, ct • 6 ' k= Z' 1 _ /67,0° = ' - ea . 5429 1 s3/ 6 'v zsoPsr /57a rte;r USC /C3 .6 ,s /$ d= (1 2. 3" � CP 571.- ►''l Pi r 1, ,t,V- -Av % l eLi k .. ZiN �.6 7 LX/ 24' "% ypd,„-k- 13y (Y)... a rr'i ; 5'r ZyvPLF 5'psP /, 577-- t 117_ ;:fi 2_ ) F,, %,Yk3,4ai iyyezi7--- - 6 3 2 3. 3 k •1.33X, . Y 1i72lK 2e, � (S i ... ", RV27_2003 16:19 JOHN C RADOUICH L' C WORKS BULLETIN 1A TYF C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME BJ's Espresso — Fort Dent II 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: Water Sewer Storm water Street /Access Erosion prevention A. Total Improvements 3. Calculate improvement -based fees: B, 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B + C + D) 5. GRADING Plan Review and Permit Fees Enter total excavation volume H ji Enter total fill volume q j_A Approved 09.25.02 Revised 0118.03 1 PERMIT # . ____$2.122.0 2i,S"oc) __.. ,f.2 -_ $ (5) cubic yards cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes QUANTITY RATE IN CUBIC YARDS Uo to SO CY _ Free 51 — 100 $ 23.50 101 — 1,000 $37.00 1 10 000 549.25 10,001 — 100,000 349.25 for 1$T 10,000, PLUS 324.50 for each additional 12,000 or fraction thereof. 100,001 — 200,000 5269.75 for 1 100,000, � ~ PLUS $13.25 for each additional 10 or fraction thereof. 200,001 or more $402.25 for 1 200,000, L PLUS $7.25 for each additional 10 000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITFI PERMIT APPLICATION (1 +4 +5) $ ''" .0 d 1 4254539740 P.07/09 250 (1) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. (4) • UANTITY in CY 50 or less RATE $23.50 51 —100 $37.00 101 —1,000 $37.00 for i'` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 R 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1" 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000, plus $36.50 for each additional.10,000 or fraction thereof. MAR - 27 -2003 16:19 JOHN C RADOVICH PUbLiC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C+ D) $ (6) 7. Pavement Mitigation Fee $ / (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Pavement Overlay and Repair Years Rate (per SF of lane width) 2015 (100%) 15 -10 (75%) 10-7 (50 %) 7 -5 (33%) 5-2 (25 %) 2 -1 (10 %) 0 -1 $10.00 $7.50 $5.00 $3.30 $2.50 $1.00 $ 8, GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5, Approved 09.25.02 Revised 03.1 8.03 2 1 4254539740 P.08/09 MAR - 27 -2003 16:20 Approved 09.25.02 Revised 0116,03 JOHN C RADOUICH WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 4254539740 P.09/09 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) 5. Flood Control Zone ($50) C. Water Meter — Permanent* i D. Water Meter — Water only j-- w E. Water Meter — Temporary* ar 3 * Refer to the Water Meter Fees in Bulletin 1 o Total A through E $ (9) co o w = 10. ADDITIONAL FEES J A. Allentown Water (Ordinance 1777) $ w o B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ u. Q D. Special Connection (TMC Title 14) $ co D E. Duwamish $ t- _ w F. Storm Drainage Mitigation $ z x G. Other Fees $ z o Total A through G • $ (10) ? o oP o 1— DUE WHEN PERMIT 15 ISSUED (6+7+0 +9 +10) $ u o ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE u. ~O z This fee includes two inspection visits per required inspection. Additional inspections (visits) v attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. o m z 3 SEP -05 -2003 14:51 September 5, 2003 Joanna Spencer Public Works City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 RE: ESPRESSO STAND ENCROACHMENT Dear Joanna: JOHN C RADOUICH 14254539740 P.02/02 COO Our company, John C. Radovich Development Company, understands the proposed Fort Dent Espresso will now be encroaching one and one -half (1.5) feet into the ten (10) foot storm easement. As the owner of both Fort Dent Two and Fort Dent Three, John C. Radovich Development does not see this as a problem. The espresso stand is being constructed to be moveable, if necessary. Thank you, Joanna, for your time and consideration. Sincerely, JOHN C. RADOVICH DEVELOPMENT COMPANY Rdbecca Davidson J oluiC. Radovich Development Company 2835 82nd Ave. S.E. Suite 300 Mercer Island, 98040 (206) 287 -6060 RECEIVED SEP 0 5 2003 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP 0 5 2003 PERMIT CENTER D03 - 13Z TOTAL P.02 08/04/2003 13:21 FAX 425 251 8782 BARGHAUSEN FACSIMILE: (206) 431 -3665 TO: Joanna S • enter Ci of Tukwila Public Works De • artment Dan Balmelli FROM: RE: BJ's Eseresso JOB NO: 11053 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES DATE: August 4, 2003 TOTAL PAGES (including cover sheet): — 2 MESSAGE: Joanna, Attached is the revised plan per your comments for your review and approval. cc: Chris Scalzo, JCR Development Fax No: (206) 267 -6061 Fax No: Fax No: Fax No: Please call (425) 251 -6222 if you do not receive the indicated number of pages. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -8222 (425) 251 -8782 FAX Ri 001 J03- i32 \ N ' . .,./ , s N ,ii / 's \ s 'N., EX, SSMH RIM =27.18 N IE =18.13 ,, \ � , N i \ N PR/1DE OPENING AT CURB _'FAR WINAGE 10 EX, CO 40T8: EX. 10' STORM DRAINAGE ESMT EN F.H. • • 1. WE CITY OF TUKWILA HAS AN INSTALL: UNDERGROUNDING ORDINANCE REQUIRING POWER, CABLE, AND TELECOMMUNICATIONS SERVICES TO BE PLACED UNDERGROUND. 2. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF TUKWILA PAVEMENT PATCHING DETAIL RS -3, AS SHOWN ON PLANS. INSTALL: / / PAVERS CMU WALL • , • ` ` /6 " CURB \V \NEW PER DETAIL \ NEW PAV MENT STRIPE ' I , L .� I; J3 91131 Q3 1 EX CO ` ....INSPECTION TEE � •R X1111, = 25,0t (MATCH Ex.) N S' I.E. x•,18,28 N's� S IE=17. " TEE COMMERCIAL WATER CO�NNE lON IE= 17,82t (FIELD VERIFY) W/ 1 TYPE "K" C • ���'•.,CONTIN000S LINE TO N. EX. SSMH .. /' RIM 25.60 / 'IE,�= 18.15 SSCO RIM =25.0 IE =19.1 -r - -- • EX. 18' SD NEW CURB ,. PER DETAIL NEW EXTRUDED CONC. CURB LF 6" PVC E SEWER REDUCED PRES Pi NCIPI? ASSEMBLY AS BY FEBCO MODELA RED. OR APPROVED EQUAL WITH ' �L- • �. • 5 ' • i 5. • 128,' 5, , N s s NEW"' " WM AND SERVICE WM WILL : CROPPED IN BE THE ' �• CITY AND OWN �' ILL PROVIDE ' REMOTE TOUCH R D'YSTEM N N Z W re 2 6 U 0 0 Co W= - H w w L? c a =w z �... w I- • w U � o �_ 1- w - o w z Z Joanna Spencer City of Tukwila Public Works Department 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Joanna: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES July 29, 2003 RE: Resubmittal of Civil Engineering Design Plans for Fort Dent Espresso Stand Fort Dent Way, Tukwila, Washington BCE Job No. 11053 City of Tuwila Permit No. D03 -132 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • WALNUT CREEK, CA www.barghausen.com RECEIVED CITY OF TUKWILA JUL 2 8 2003 PERMIT CENTER Enclosed are four sets of the revised civil engineering design plans for yoru final review and approval. The plans have been revised in accordance with your memo dated July 7, 2003. Follow is a brief response to each comment in your memo: 1. Attached please find King County Metro Non - Residential Sewer Use Certification as requested. 2. The plans are being resubmitted under the pending building permit, D01 -132, as requested, and not under a separate public works permit. 3. The water meter service has been revised to 1 -inch with a 3/4 -inch meter as coordinated by the Architect with the City, to be adequate for this small espresso stand. 4. Due to the small area of roof, we are requesting a deviation from the standard for this item. Please see separate deviation request. 5. Dimensions from the edge of the building have been added as requested. 6. The note regarding undergrounding of utility lines has been added to the plans as requested. 7. The plans have been revised to reflect the City of Tukwila Pavement Patching detail RS -3, as requested. DO3-- 132. Joanna Spencer City of Tukwila Public Works Department -2- Please review the revised plans at your earliest convenience and contact me if you have any questions or need additional information. Ali Sadr, P.E. Senior Project Engineer AS/bd 11053c.002.doc enc: As Noted cc: Chris Scalzo, JCR Development Rebecca Davidson, JCR Development Daniel K. Balmelli, Barghausen Consulting Engineers, Inc. July 29, 2003 July 16, 2003 Department of Community Development Steve Lancaster, Director Dear Chris: Ciiy of Tukwila Chris Scalzo JCR Development 2835 82 " Avenue SE, Suite 300 Mercer Island, WA 98040 RE: CORRECTION LETTER tgi Development Permit Application Number D03 -132 BJ's Espresso Stand — 6842 Fort Dent Way This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Fire, Building and Planning Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ,, G Stefania Spencer Permit Technician encl xc: File No. D03 -132 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 iy{yy'L.11wM1G.'.YSLi,'tU�`.i 51 June 10, 2003 Mr. Chris Scalzo JCR Development 2835 82 Avenue SE, Suite 300 Mercer Island, WA 98040 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -132 BJ's Espresso — 6842 Fort Dent Way Dear Chris: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time, Fire and Planning have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -132 Guy of Tukwila r-^ Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 � ai•; akr� %u u�i�;.�C�:2it.�.yi; ��•. yo.Y`+��uN}:�q� .A a...r .,,,. -+�x May 9, 2003 Mr. Chris Scalzo JCR Development 2835 82n Avenue SE, Suite 300 Mercer Island, WA 98040 Dear Chris: Sincerely, �rr.C Stefania Spencer Permit Technician Enclosures File: Permit File No. D03 -132 City of Tukwila RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -132 BJ's Espresso — 6840 Fort Dent Way If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 2, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Planninz Department: Carol Lumb, at (206) 431 -3661, if you have questions concerning the the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: D03 -132 DATE: 10 -23 -03 SITE ADDRESS: 6842 FORT DENT WAY Original Plan Submittal B.J.'s EXPRESSO STAND Response to Correction Letter # X Revision # 2 Response to Incomplete Letter # after before permit is issued DEPARTMENTS: Building Division Public Work a Fire revention 0 Structural ❑ 0,pL c, Planning Division Permit Coordinator e DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -28 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)JTING: Please Route I Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents /routing slip.doc z -28.02 PERMIT COORD COPY t i a' rt ;< z r AtA1111, 44,Vt0'i DUE DATE: 11 -25 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -132 PROJECT NAME: BJ'S ESPRESSO SITE ADDRESS: 6842 FORT DENT WY Original Plan Submittal _ Response to Correction Letter # DATE: 08 -27 -03 Response to Incomplete Letter # X Revision # 1 after permit Is Issued DEPARTMENTS: AW. Building Division Division ❑ Pub •c Works 51 AA tS '()g Fire Prevention Structural ❑ LPL gh - f -Z i --05 Planning Division Permit Coordinator DUE DATE: 08 -28 -03 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route [Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS j R CORRECTIONS: Approved Approved with Conditions REVIEWER'S INITIALS: Documents /routing slip.doc 2.28.02 PERMIT COORD Copy tYr DUE DATE: 09 -25 -03 ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: P • I is Worla i 2 Complete Documents/routing siip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP PROJECT NAME: BJ'S ESPRESSO TIVITY NUMBER: D03 -132 SITE ADDRESS: 6842 FORT DENT WAY DATE: 07/29/03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: �'j. ,���r d.l :.t;;r;:�}.�SAa:d.:.G%.{.;:i?, }`ids% '�� �34i' x 1i ;1�l.vo.S✓,.+:rrlk�%I�";M?A+MIr n No further Review Required Not Approved (attach comments) ❑ Planning Division Permit Coordinator DUE DATE: 07/31/03 Not Applicable ❑ DATE: DUE DATE: 08/28/03 DATE: 1 CNN tOPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -132 PROJECT NAME: BJ'S ESPRESSO SITE ADDRESS: 6842 FORT DENT WAY DATE: 06 -25 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Is Issued DEPA TMENTS: 1 Building ivision D Public WQrksi /knit 7 -'! /wt' Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -26 -03 Complete / Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ITING: Please Route , Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: `7I7 D 3 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW, Staff Initials: S45 Documents /routing slip,doc 2-28-02 PERMIT C ° ORD COPY DUE DATE: 07 -24 -03 ew'UX4A6i:"+tJiZ' 4wm4 ....... .w.«vva. tv . DATE: ACTIVITY NUMBER: D03 -132 DATE: 5 -16 -03 PROJECT NAME: BI'S ESPRESSO SITE ADDRESS: OM FORT DENT WY Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Builin ion Pu lic World Documents/routing slip.doc 2 -28.02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP rl1 AwL 5- K 4 Fire Prevention X Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 6 -17 -03 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: G /0 -0 3 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW " Staff Initials: oa +mgt +a�,'+ir�ta'! Planning Di visio n Permit Coordinator ill DUE DATE: 5-20-03 Not Applicable n ataaa.^ k, 3r Ylfi�u�i1Y "+41gi44�k:1A +'Z�y1`�. b COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -132 PROJECT NAME: BJ'S ESPRESSO STAND SITE ADDRESS: 6840 FORT DENT WAY DATE: 05 -05 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention (� Public Works © Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -06 -03 Complete ❑ Incomplete Planning Division ❑ Permit Coordinator Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 5-9 -o 3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping1' PW ❑ Staff Initials: SieS TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip,doc 2 -28 -02 I `i . COORD COQ DUE DATE: 06 -03 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Tditi6}tei!ffi .SC:iY ui:it ri1 Revision No. I Date Received ! i Staff Initials Date I Staff Issued I Initials a /b -c.J3 -V 3 I 7/ 3 ! �� Summary of Revision: ��ovt _ J � . G0776141 Gf.c ,.: ow get41a2ti... ac' .G G Received By: C. k N t S S Cie-, / - 2_40 Revision No. • Date Received Staff Initials Date I Issued Staff Initials � f Summary of Revision: Received By: Received By: Revision No. No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Initials Issued I I ! Summary of Revision: Received By: PROJECT NAME: le A Site Address: Revision No. Summary of Revision: Date Received e r -a -0.3 ad, / REVISION LOG Staff Initials La 7r, ' od 7W Werr Received By: PERMIT J :. 2)D3 /3e. Original Issue Date: Date Issued 7 itEMMIL (pl ase print) (please print) ' (please print) pl ease print 1 Start Initials <WS .• • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: October 23, 2003 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 2 after Permit is Issued Project Name: R. J. ''s Espresso Stand Project Address: 6842 Fort Dent Way City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: Contact Person: Chri s Scal zo Phone Number: 206.267.6060 Summary ofRevision: Deferred :subrihittal of non — structural fabric covered awning by Rainier Industries shown on east elevation of building. SheetNumber(s): 1 of 1 by Rainier Industries, dated 10/21/03 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on id "Z -3 003 -132 RECEIVED CftY OF TUKWILA OCT 2 3 2003 PERMIT CENTER 08/30/00 ZNIOI:i.`d.V:lr Llatturtot:Wklnf CAP ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .vgv.3p' 2 6 2003 Plan Check/Permit Number: P03- /32- Project Name: ,8 A 5 #< / Project Address: Fea /7/c/ 14%iy Contact Person: j?Wc ,&ZE, LRV, ,ecy /tees Phone Number: ZGi/- 230 -(o &itB Summary of Revision: AA/US .6!/ /LP ///Q COCA - now Sou -re' TO cc EAR F /CGO ■sY ,'r-iG rry c o c_47-22 . g: eehic Sheet Number(s): (p - / 5t7 ,p gV /5 mA/ 8/ / 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: .Y-Z<S 05 Entered in Sierra on (F 3 RECEIVED CITY OF TUKWILA AUG 2 6 2°U30/00 PERMIT CENTER %Su.L' d:Y.iSie 11:50 FAX 2062306647 LPN ARCHITECTS NI I _ : I ' Aging ,ti l 1 J� D 1 { h 1• ' �A. : .:.tip % , ;•� • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 l D 3 O Response to Incomplete Letter # • Response to Correction Letter # O Revision # after Permit is Issued Project Name: BJ's ESPRESSO STAND Project Address: 6842 FORT DENT WAY Contact Person Chris Scalzo Summary of Revision: ask— am City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 LPN Architects & Planners Tukwila, WA 98188 (206)431 -3670 Sheet Number(s): • G - OP "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwi]a Permit Center by: Entered in Sierra on Plan Check/Permit Number: D03-132 4 Barghausen 011004 Le' JUL222003" Phone Number a-0(.0 0.14 - 7 " (Dlon RECEIVED CITY OF TUKWIIA JUL 2 8 2003 PERMIT CENTER RECEIVED JUL 29200 TUKVVILA a1 Ial IC; WORKS 07/1G03 S:iN ;e.4 ti 44 , 4 �� .° t k ; + ; IM' w::� oror- gor"°ifY'CrIF JUN -12 -2003 14:57 ANEW Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: June 25, 2003 ❑ Response to Incomplete Letter ; ® Response to Correction Letter # 1 Pleeervro ❑ Revision # after Permit is Issued CITY OF TUKWILA JUN 2 5 2003 Project Name: .BJ's Espresso PE arEUTiR Project Address: 6842 Fort Dent Wav Contact Person Chris Scalzo Summary of Revision: clouded with "D- ." 2 [tf . Entered in Sierra on JOHN C RADOVICH City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Sheet Number(s): A2, A3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila permit Center by: , /eS Plan Check/PermitNumber: D03-132 ) '• 2', r r C1 J Phone Number 206.267.6060 Change roof ventilation, move roof gutter, revise dimensioning accordin•1 . Add crawl space cross ventilation. Revision Provide 14 screened 6" diameter holes cut into perimeter steel channels, equally spaced on 3 sides, for crawl space ventilation. 14254539740 P.03/04 06/ 10/03 ...... ,; as �;lw , ;ri %;�ar:a:u;: sift +f�s•ww�.w....,......m....., Revision submittals must be submitted to person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: • i •. . .• • .mil — May 16, 2003 7:Ila' =i•+v � • Response to?ncornplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued City of Tukwila Depi went of Community Developmt ' - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Plan Check/Perrnit Number: D03 132 Project Name: BJ'S ESPRESSO Project Address: 6840 FORT DENT WY Contact Person Chris Scalzo Summary of Revision: Expanded landscaping definition, Detail 10/A4. Circulation flow defined on site plan, Sheet A -1, Detail 6 and defined one way with arrows on as halt drive lane. Overall parking circulation shown on Sheet A -1. Detail 11 Sheet Number(s); Sheet A -1, Detai 1 6, Sheet A -1, Detai 1 11 1 6 Entered in Sierra on 3 r r.'�'�a'r•+nnnare�!.. •cyv^k++t,yryYe , 'K^ '.rlf(f Phone Number 206.267.6060 �.. .1. 1'..., � I .:•� ".. 'i .1... . •. J. RECEIVED • Y © P RJ1 PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1�L� 05/09/03 TOTAL P.04 •, 4.(4, STATE OF WASHINGTON COUNTY OF KING AFFCONT 1/13/00 CITY OF T 'CWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. 'Ne 6. Dzudism , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. H -4 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under go. 13 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. 6ERT . �' 41 if Q� ,•••\ ssioH •. 9 : , v N 7,16) p •: • V B LIC l i C F O •s 9 -07 .• 0 i1i1,: WASHING Signed and sworn to before me this l0 day of � (.i�/ , 20 Q� J 61ta t 6? NOTARY PUBi_1 in and for the State of Washington, residing at Lt3 - County. Name as commissioned: &b t / . 6:C My commission expires: 1 _9 -07 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the ..inited 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; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. 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; 5. 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 a structure; 6. 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 /manufacturedhome retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. 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; 8. 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; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is Tess than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any 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 AFFCONT 1/13/00 39le?tt' of the operation is made into contracts of amounts less than $500 for the purpose of 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; 10. 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 when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. 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 this 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; 1wners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. 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; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. • -a;«. >t dd�ikG' • 71�t��3r :K-Ft�✓»nyr +, "vXt ° ?r 114 Cu.� ' KLVI 1 BY DATE xxx xx/xx/xx THIS ORIGINAL DESIGN(S) IS THE PROPERTY OF RAINIER INDUSTRIES, LTD. AND IS PROTECTED BY FEDERAL COPYRIGHT LAWS. ANY REPRODUCTION OR CONSTRUCTION OF A DISPLAY PRODUCT SIMILAR TO THE EMBODIED HEREIN IS EXPRESSLY FORBIDDEN. SHOULD SUCH CONSTRUCTION OCCUR, RAINIER INDUSTRIES IS DUE 11000.00 AS COMPENSATION FOR THE TIME AND EFFORT IN nnririaan ranu !►Initnnl nrcinki /c1 INDUSTRI 18435 OLYMPIC TUKWILA, WA (425)251 -1 FAX(425)251- 1 M `PROFILE SCALE: 3/8" = 1' -0" 1» 5/ 16 "x4 "LAG BOLT 3" PENETRATION INTO WOOD STRUCTURAL MEMBERS 3/16 "THICK X 1 "WIDE 48" O.C. & 0 ENDS Z BRACKET TYPICAL � 14 x3/4" HEX HD: EK SCREW 4 ' _ O " GRADE SIDING AWNING TOP & BOTTOM FRAME TUBE WOOD STRUCTURAL MEMBER P: IENGRIPRODUC"I1AWMNGSTwto coffee.dwg 00 back bar — X11111111 a • 111.18II MIUWAWIMMIUMW1 - 1 WOOD ATTACHMENT SCALE: 1/2"= 1 DATE: 12/13/95 DRAWING: WOOD0003 • GRADE 6 "— 3/4 "x3/4 "x.110 ALUM. TUBE 1 "x 1 "x.110 ALUM. TUBE 1 "x 1 "x.110 STAPLE EXTRUSION (IN) 1 "x 1 "x.110 STAPLE EXTRUSION (OUT) 1 "x 1"x.110 STAPLE EXTRUSION (UP) 1 "x 1"x.110 STAPLE EXTRUSION (DOWN) 1 x 1 "x.110 STAPLE EXTRUSION (FORWARD) 1 "x1 "x.110 STAPLE EXTRUSION (BACK) 1 "x2 "x.125 STAPLE EXTRUSION (UP) 1 "x2 "x.125 STAPLE EXTRUSION (DOWN) 1 "x2 "x.125 ALUM. TUBE 1 "x4 "x.125 STAPLE BEAM EXTRUSION 1" STAPLE EXTRUSION SINGLE FLANGE 1" DOUBLE FLANGE 2 "x2 "x.125 ALUM. TUBE 1/2"0 ALUM. PIPE 1 0' 5" 9 ,, 5 " ELEVATION SCALE: 3/8 = 1' -0" W00 " ::; s,54117:77:31.1; . 1 1 I I 411 INF" We ti 1111°. 00000.0200410000 00:00%100,,i4i AWNING rt.-6" a " no back bar here, awning is over window ISOMETRIC SCALE: 1/4" = ✓"M' pr. .r -M... ,..... .: ` w.. r r .^'. M .".r w , ........p.aoraPswor Aw .11'..1 • ♦ a....M ....... 01 1 'go 2003 cytkels Permit No. + + -c Ni(S FILE COPY Date_ S O FABRIC: SUNBRELLA CHARCOAL TWEED NO FABRIC ON THE WINGS FRAME: ALUMINUM STAPLE FRAME POWDERCOAT: P004 —BR23 BRONZE 40% GLOSS INSTALL: 2X4 REINFORCEMENTS WILL BE REQUIRED By eeelr lorrVeo, derstand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged, pr.larki cc 0 0 z I�-- 0 0 0 z c a _ w LL J LL MME b ofh i H 0 Z "±". Q 0 NOTED %\ CNI ir) N �� 1 OF 1 4 FORT DENT 11 -LEGAL DESCRIPTION VICINITY MAP DEEERREUEM. 1. ELECTRICAL VeORK AC UGH11NG DESIGN 2. HEATING VENTILATING & AIR CONDITIONING DESIGN 3. PLUMBING DESIGN 4. HEALTH PERMIT DEFERRED SUBMITTAL PROPERTY TAX ACCOUNT NO. 295490 -0425 LOT 1 OF SHORT PLAT NO. 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAN; BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAN NO. 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7908210370; THENCE NORTH 63 35'49" EAST 237.32 FEET TO THE MOST NORTHERLY CORNER OF SAID LOT 1; THENCE SOUTH 26 2411" EAST 227.32 FEET TO CORNER BETWEEN LOTS 1 AND 2; THENCE NORTH 63 35'49" EAST ALONG THE SOUTHEASTERLY UNE OF SAID LOT 2,252.25 FEET; THENCE NORTH 26 24'11" WEST 77.65 FEET; THENCE NORTH 56 15'11" WEST 234.09 FEET; THENCE NORTH 31 12'43" WEST 82.39 FEET TO AN INTERSECTION WITH THE NORTHWESTERLY UNE OF SAID LOT 2; THENCE SOUTH 58 47'17" WEST ALONG SAID NORTHWESTERLY UNE 102.77 FEET; THENCE SOUTH 55 39'53" WEST ALONG SAID UNE 63.16 FEET; THENCE SOUTH 48 39'58" WEST ALONG SAID UNE 55.63 FEET; THENCE SOUTH 39 21'15" WEST ALONG SAID UNE 88.24 FEET; THENCE SOUTH 30 04'58" WEST 85.21 FEET TO THE MOST WESTERLY CORNER OF SAID LOT 2; THENCE SOUTH 37 36'40" EAST 20.92 FEET TO THE POINT OF BEGINNING. 0 FORT DENT WAY SEE ENLARGED PLAN s THE FOLLOWING BAD DESIGN DEFERRED SUBMITTALS ARE REQUIRED FOR PERMITS AND APPROVALS FROM THE BUILDING OFFICIAL OR THE AUTHORITY HAVING JURISDICTION. NO WORK SHALL BE STARTED PRIOR TO THE APPROVAL OF THE BUILDING OFFICIAL OR THE AUTHORITY HAVING JURISDICTION. COPIES SHALL BE FORWARDED TO THE ARCHITECT AND COORDINATION OF THE DICIPUNES SHALL BE THROUGH THE GENERAL CONTRACTOR. DESIGNER/PHONE: TO BE SELECTED TO BE SELECTED TO BE SELECTED TO BE SELECTED 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO WASHINGTON STATE WAC 51 -40 ACCESSIBIUTY REGULATIONS, THE 1997 UNIFORM BUILDING, MECHANICAL, AND ELECTRICAL CODES AND LOCAL CODES OR MOST RECENTLY ADOPTED EDITION OR ADOPTED AMENDMENTS TO THE WASHINGTON STATE ENERGY CODE. 2. TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE OVEN. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS, AND DETAILS. 5. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 6. OWNER AND CONTRACTOR TO DETERMINE EXTENT OF TENANT IMPROVEMENT WORK AS RELATED TO SHELL CONSTRUCTION WHERE NOT SPECIFICALLY DEFINED ON THE DRAWINGS. 7. WALLS ARE TO BE FIRESTOPPED PER UBC SECTION 708. 8. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA X10. 9. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT IN A FLAME SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS, CLASS 11 FOR EXITWAYS, AND CLASS I FOR ENCLOSED VERTICAL EXITWAYS. DEUVER CERTIFICATE TO THE LOCAL FIRE DEPARTMENT. 10. NOT USED 11. NOT USED 12. PENETRATIONS IN FLOORS AND CEILINGS REQUIRING PROTECTED OPENINGS ARE TO BE FIRESTOPPED PER UBC SECTION 710.1. 13. NOT USED 14. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 15. BID DESIGN WORK TO BE REVIEWED BY ARCHITECT PRIOR TO CONSTRUCTION. 16. SUBMIT AS -BUILT DRAWINGS FOR PLUMBING, MECHANICAL & ELECTRICAL 17. NOT USED 18. NOT USED 19. NOT USED 20. ELECTRIC RESISTANCE HEAT IS NOT ALLOWED. GENERAL NOTES 9 KEY SITE PLAN / LEGAL DESCRIPTION 100' 11 NTS 7 8 0 elemigHe • tOP:# 143 X 42" 0 " . PROPOSED NEW 2' X 4' UGHT FIXTURE PROPOSED NEW 1' X 4' UGHT FIXTURE PROPOSED 2' X 2' UGHT FIXTURE RECESSED DOWNUGHT CEIUNG DIFFUSER CEIUNG RETURN EXHAUST REGISTER SPRINKLER HEAD DUPLEX OUTLET AT 15" A.F.F FOURPLEX OUTLET AT 15" A.F.F DEDICATED DUPLEX OUTLET AT 15" A.F.F DEDICATED FOURPLEX OUTLET AT 15" A.F.F FLOOR MOUNTED OUTLET DUPLEX OUTLET AT 42" A.F.F COMPUTER \DATA OUTLET AT 15" A.F.F FLOOR MOUNTED COMPUTER \DATA OUTLET DATA/PHONE OUTLET TELEPHONE AT 15" A.F.F FLOOR MOUNTED TELEPHONE UGHT TOGGLE SWITCH AT 42" A.F.F 3-WAY UGHT TOGGLE SWITCH TYPICAL SPACING FOR ADJ. WALL OUTLETS EXIT SIGN NOTE: THE ABOVE SYMBOLS ARE USED ON "A" SHEETS, REF. CONSULTANTS SYMBOLS FOR THEIR RESPECTIVE DWGS. 1 um 1 F.E. 1 SECTION OR DETAIL NUMBERS QETAL - swion OR Tyr a�rwc %ME SECTION at DETAIL PARTIAL QR FULL SECTION 'BALL og DETAIL SECTIONS INTERIOR FINISHED WALL ELEVATIONS KEYNOTE REU PINDER DOOR NUMBER GRID INES ` CAN HUMBER FRE EXTINGUISHER tEE SPECIFICATIONS Exterior Wall 2x wood studs at 2' - O" o.c. w -19 batt insul & v.b. (U.O.N.) Stud tc Drywall 3 1/2 WOOD studs at 2' - o.c. Insulate where noted $tud is Drywall w/ In tion 2x4 wood studs at , - o.c. with 3 1/2 sound batts & 5/8 GWB each side thru ceiling. U.O.N. SYMBOLS 10 Fr woe b r1 N14[,, 6 EXISTING PEDESTRIAN WALK VERIFIE LOCATI EXIST. WATERUN PAVERS EXISTING F.H. PAINT ONE WAY" GRAPHICS ON EXISTING PAVING EXISTING PAVING, CURB B PAINT STRIPE ISLAND PAINT "ONE WAY" GRAPHICS ON NOTE: EXISTING PAVING CONTRACTOR TO VERIFY LOCATION OF ALL SITE UTILITIES Zei (ELEC., TELE., SEWER & WATER) PRIOR TO CONSTRUCTION LFrTEk 12Ecevvez BY P1-,) /.5 gNc,eO ceolenNr /ANT O /Orr w /DE 5702f7 ,A,Fi¢/Nf94E g4SEMENT ACLOt,) D / / %Os f ' NEW ISLAND w�u�"°sc� 0 10' 20' NCLI) 5f, ;Q 8C v NO sm4cru,e � /5 ,gzz.rar-agO 7Z EIVC.42orPCH 1N7 n1 Ee /S /N6 /0-FT A..)/DE S7T e0-1 DER/M96 E 5 sEMEur OBE' Pi PEg rY Ow &vie Foe ov»AE ,M) S -r e. v r" ,ENcRo4Cr1A,►,EN7 i 6e M /r z ,SF` RE /1' 4 4.1vc f,PPAcive4 8 PtiaL /C W•/2 AMO k co,j j A644 &i - ,go,eg rr cowweie , 1 1 , 1 1 1 r T �, ' 1 i 1 1 1 1 1 / 1 1 1 1 1 i 1 1 I r 1 1 / 1 1 1 1 - EXISTING ; 1 ' PfDESTRIAN/ 1 / WALK ; 1 20' 40' EXISTING LANDSCAPE 1 EXISTING PAVING do PARKING REMOVE CURB s �o� O r INFlLL ISLAND W DSCAPE, SEE AREA OF NEW CURB, TYPICAL, MATC EXI 60' • 24 SITE PLAN 20' 6 4 CODE REFERENCE JURISDICTION LAND USE ZONE SEISMIC ZONE CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANT LOAD NUMBER OF FLOORS SITE AREA GROSS BUILDING AREA BUILDING HEIGHT EXIST. PARKING PROVIDED REVISED PARKING REQUIRED PARKING FORT DENT 11 - *60,000 SF FORT DENT III - ±40,000 SF ESPRESSO - ±412 SF REVISED PARKING REQUIRED 1997 UNIFORM BUILDING CODE W/ WA. ST. AMMEND. TUKWILA, WASHINGTON RCM; REGIONAL COMMERCIAL MIXED USE 3 V -N B 4 OCCUPANTS 1 134,882 S.F. (TOTAL FORT DENT 11 WITH 3,177 SF FOR ESPRESSO ±412 S.F. ±15' 355 STALLS (FORT DENT II & III) 342 STALLS (FORT DENT II & III) OFFICE 0 3/1000 SF = 180 STALLS OFFICE 0 3/1000 SF = 120 STALLS FAST FOOD 0 1/50 SF = 8 STALLS 308 STALLS These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissiofnt which do mat Abe rioI kms of adopted staodastds dreamers The impossibilit for the adequacy of the dodo wets totally with the designer. Aidit;oft ieIetior or sw1d._. M time drawings th r tido Teo will nil *h agesplro and win re+gie a issimirt d sided ieiv1o/ for sobsequerR Find M Idd karectio• by the PabNc wider Wades impala Doc w JJoir NCB o LI T7. LI imc. ,DI N6, wA`nR 1''te -ref. SHALL. s€ t,it s EX1sTIN6 w 4 f2- EI4S0ME•T. Vg. I TCV Fi NFL 4EkM iT SIGN -OFF Af.pLICA*.jr .5i44- LL St teM IT "CIS - 64.4 10 PulOS P P-eA ttb EY 8ARt.HA SE0 G 1 NC.EQS TD PLJ ; E. R IeL q. G I?d'P ✓ . CODE DATA b A.C.T. A.F.F. F. nju iSit �o) .S. DR. DING. F. I F.S . ENG. F.F. F.H. �� FTC. FDN. F.O.C. F.O.F. F.R.P. GA. � V. G.L.B. GYP. G.W.B. G.F.I.C. H.P. H.P.S. DDW. HGT. HCP. OWNER PROJECT: ELEVATION rEER MEW XP. i li ll'ANS13N a,l • WATER COOLER F.A.R. FLOOR AREA RATIO F.E. IRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FAC.FIN. FACTOR" FINISH I kB:c. Fk3ONNEcflON FT. FINISHED FLOOR FIRE HYDRANT FINISH FLASHING FLOOR faZioN FACE OF CONCRETE FACE OF FRAMING FIBER REINFORCED PLASTIC t GAUGE Are lIZED G.U- LAMINATED BEAM GYPSUM GYPSUM WALL BOARD GROUND FAULT MERUPT CIRCUIT HIGH POINT HIGH PRESSURE SODIUM HARDMfARE HEIGHT HANDICAP HOUR OI'ITAL • H.B. HOSE BBB, FREEZE PROOF ABBREVIATIONS SITE ADORES AB(.HI7ECT STRUCTURAL ENGINEERS FAN FINISH SYSTEM !Rut. Hig(ISULAflON) f jgg LAV. LAVATORY w w MASA.ACTURER MM. MAX R ar iCAL k NM N.T. NOT TO SCALE NO. ) N8 O.C. EEIER MG. Mr PNL. PPTN. PL WD. P.L R.L. R.B. REC. REINF. R.D. 161.. S.F. S.O.G. SPEC. STD. SR.. STRUCT. S&V. TELE. TEMP. T. T.O.P. TYP. T.I. T.W.C. U.O.N. V.C.T. V.w C. VENT. VERT. W.C. W.CON. W.H. W.R. FORT DENT ESPRESSO PANEL PARTITION PLYWOOD WrIIHATE PROPERTY PAINT RUBBER BASE RECEPTION RECEPTACLE ROOF DRAIN REFLECTED LTG SQUARE FEET SLAB ON GRADE SPECIFICATION STANDARD STEEL STRUCTURAL STAIN AND VARNISH TELEPHONE TDAPERm TOILET TOP OF PARAPET TYPICAL TENANT NrIPRONEAIENi TACKABLE WALL COVERING UNLESS OTHERWISE NOTED VINYL COMPOSMON TILE VINYL WALL COVERING VERTICAL WATER CLOSET WALL COHERING WATER HEATER wv� RESISTANT WINDOW 6840 FORT DENT WAY TUKWILA, WASHINGTON 98188 JOHN C. RADOVICH DEVELOPMENT 2835 82ND AVE SUITE300 MERCER ISLAND, WA 98040 (206) 267-6060 CHRIS SCALZO LPN ARCHITECTS AND PLANNERS 3003 - 80TH AVE. S.E. MERCER ISLAND, WA 98040 PHONE: (206) 230 -6648 FAX: (206) 230-6647 ROYCE A. BERG PREMIER ENGINEERING, INC. 17814 NE 136TH ST. REDMOND, WA. 98052 425 867 -1597 understand that the Plan Ch'ck arnrr ' *l" • ... .r.- I CONSUL ANTS Dzsgeetai A -1 - PROJECT DATA, VICINITY MAP & SITE PLAN M2 FLOOR PLAN AND ELEVATIONS A-3 BUILDING SECTIONS, DETAILS A-4 DETALB, FIE8TROOM PLAN, ELEVATIONS 8-1 GENERAL NOTES,, SHEAR WALL. SCHEDULE 19-2 . FLOOR PLAN,, ROOF PLAN & WALL ELEVATIONS 8-3 - v DETALS REVSON N0. 1 CRY OP TUKWILA AUG 2 6 2003 PERM T w1 w% SHEET INDEX 2 3 1 2659 EID ROYCE A. BERG, PRINCIPAL 3003 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230 -6648 FAX 230 -6647 • ROYC EGISTERED HITECT R STATE ut rvASHIN ON NO DESCRIPTION DATE PRELIMINARY PRELIMINARY BLDG. PERMIT SUBM. CITY COMMENTS CITY COMMENTS REVISION PROJECT DATA, VICINITY MAP & SITE PLAN PRINTED ,pliG 2 6 2003 LPN Architects & Planners File: 02018/FDE- A1.DVMG 1' %JOB NO.: OBOE DATE: MOM DRAWN: SIIMIRAJ CHECK: RAI 3-06-03 4 -03-03 4 -17 -03 5 -16 -03 6 -25-03 8 -2' o3 SHEET NO OF: A -1 faNNNIMIND e 4 SOUTH WALL = *137 SF EAST GLAZING = ±56 SF GLAZING U- -VALUE = .75 SHGC = 1.0 EXTERIOR LIGHTING TYPICAL NOTE: ALL F000 SERVICE EQUIPMENT TO BE NSF OR U.L. SANITATION LISTED. KEY NOTES O 36' HIGH SERVICE COUNTER WITH BACKSPLASH AGAINST WALL 4;: 30' HIGH UPPER CABINETS, 12' DEEP 4:: S.. HAND SINK W[ LEVER HANDLE FAUCET (810 OESI(� 1 & W SOAP DISPENSER PAPER TOWEL DISPENSER ABOVE P�OVIDE 16 PLMA BACK SPUSH 0 SINK O FOOD SERVICE EQUIPMENT, REFRIGERATOR, ICE (Nor IN CONTRACT) 0 REFRIGERATOR, DRINK DISPLAY CASE 4::i (N I�CONN'iRAC�T COUNTER, 12' DEEP W/ 4 BACKSPLASH O MOP SINK (BID DESIGN) W/ 4' -0" HIGH P.LAM. WAINSCOT 4:::i COUNTER W/ SAFE BELOW (NOT IN CONTRACT) 0 3 COMPARTMENT S.S. SINK W/ INTEGRAL DRAIN80ARp EACH END. INSTALL LEVER HANDLE FAUCETS. • 4' -6" HIGH PLAM WAINSCOT ALL FOUR WALLS 11 4' -0" HIGH PLAM WAINSCOT THREE WALLS • 30x68 S.C. WOOD DOOR / FRAME ASSEMBLY STAIN & FINISH 00 FLOOR SINK (BID DESIGN) 4> ELECTRIC gRCUIT BREAKER PANEL, RECESSED (!31D DESIGN) 20 AMP SERVICE • 20 GALLON ELECTRIC HOT WATER HEATER (BID DESIGN) • CASH REGISTER (NOT IN CONTRACT) • 12 "x12" PORCELAIN FLOOR ?)LE W/ 6" BASE, THIN SET INSTALLATION, TYP. THROUGHOUT • 3' -0" x7' -0` STOREFRONT DOOR W/ TEMPERED 1` GLAZING W/ LOCKING HARDWARE. 3010 TRANSOM GLAZING ABOVE DOOR, SEE DETAILS 5 & 9/A -3 �9 3'- 0 "x3' -0" ACCESS COVER FOR PLUMBING VAULT • UNE OF CANOPY ABOVE • ESPRESSO EQUIPMENT, TYP. (NOT IN CONTRACT) PROVIDE OPENING AT CURBS FOR DRAINAGE TO EXISTING C.B. ■11__1_ _.IMIIIIIU.■... __u MOM 11111•11/11/41111 itZi I FREEZE-LESS ♦i HOSE BIBB 2'x2' PAVERS, SET IN COMPACTED SAND & GRAVEL EXISTING LANDSCAPE UNE OF OVERHAN ABOVE *SEE 2/A- -2 FOR TYPICAL NOTES LOW CLEARANCE SIGNAGE SOUTH ELEVATION NOTE: CONTRACTOR TO VERIFY LOCATION OF ALL SITE UTILITIES (ELEC., IELE., SEWER & WATER) PRIOR TO CONSTRUCTION ELECTRICAL NOTES Q1 UTILITY: 1 CIRCUIT UGHTS/PIUGS 20 AMP/110 BATHROOM: 1 CIRCUIT LIGHTS /PLUGS 20 AMP /110 0 20 AMP/110 DED 15" Q 20 AMP /110 DED 42' p OUTDOOR 20 AMP/110 (WEATHER PROTECTED) � 30 AMP/220 DED 15' NEW CURB PER SITE PLAN FLOOR PLAN 2x6 PLUMBING WALL a 16' O.C. FRAMING EAST WALL = ±287 SF EAST GLAZING = ±36 SF GLAZING U- -VALUE = .75 SHGC = 1.0 1 1/2"' PIPE RAILS TYPICAL CMU BLOCKS TYPICAL PROVIDE BACKING FOR CANOPY BY OTHERS (STEEL FRAME & CANVAS, SEPARATE CONTRACT) METAL FLASHING ON TOP OF PARAPET METAL FLASHING & GUTTER TYPICAL LOW CLEARANCE SIGNAGE WOOD SIDING, PAINT TYPICAL STEEL BOLLARD PER STRUCTURAL .-�- STEEL FRAME PER STRUCTURAL, PAINT, TYP. 1 ! ■■� ■■■� arm; ■ ■..� mi . v...qp..w..el ... ...•••••••••■•••••••11: 111111111■1111111111111111111=1 •1111111111111111111111111111111111111 *TYPICAL NOTES PROVIDE 6"0 HOLE FOR VENT W/ MET SCREEN, 14 LOCATIONS TYPICAL, SEE 7 A -3 WEST WALL = ±287 SF WEST GLAZING = ±48 SF GLAZING U -VALUE = .75 SHGC = 1.0 WEST ELEVATION EXTERIOR UGHTING TYPICAL NORTH ELEVATION 'SEE 2/A -2 FOR TYPICAL NOTES RECEIVED CITY OF TUKWILA JUN 2 ?OM PERMIT CENTER ARCH TECTUR E and PLANN NG NO DESCRIPTION DATE PREUMINARY PREUMINARY BLDG. DEPT. SUBM. CITY COMMENTS CITY COMMENTS FLOOR PLAN 8 ELEVATIONS CORRECTION File: 0201BADE — A2.DWG DRAWN: MAW SHEET NO OF: F V • • 4 A H I U and PLANN'NG ROYCE A. BERG, PRINCIPAL 3003 8011-1 AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230 -6648 FAX 230 -6647 amemlimErNims■ MAY 0 1 2003 b • Tfl- E-K1NG • :4' %._].) I.!" i� „G, 3 / 5'' ,ta (10 ---m1' ,4iatvan) NO DESCRIPTION DATE PREUMINARY 3 -06 -03 NI PREUMINARY 4-03-03 BLDG. PERMIT SUBM. 4 -17 -03 MI IIIIIIIIIIIIIIIIIIIIIIII Milli MliMMEMII PROJECT DATA, VICINITY MAP & SITE PLAN �--� 1 4-. 1-` w' A , .• ; ?i EvT H' ':. ME KNG COIATY IIEALN i EPAR T MEP i iS 4EQUIRED PRIOR 0 ''ERA` ' ' i. .� , JCANT PLAN • IS REQtj r D 7 •." BE AVAILABLE 1 } -': - U r %! r: . : 1! rr 110N fiie:02018 /FDE- A1.DWG .• ,.,. 1 " JOB NO.: NOS SHEET NO OF: D D AWN: a ' CHECK: RAS 0 a 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO WASHINGTON STATE WAC 51 -40 ACCESSIBILITY REGULATIONS, THE 1997 UNIFORM BUILDING, MECHANICAL, AND ELECTRICAL CODES AND LOCAL CODES OR MOST RECENTLY ADOPTED EDITION OR ADOPTED AMENDMENTS TO THE WASHINGTON STATE ENERGY CODE. 2. TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO CONSTRUCTION. 4. ALL DIMENSIONS ARE TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS, AND DETAILS. 5. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 6. OWNER AND CONTRACTOR TO DETERMINE EXTENT OF TENANT IMPROVEMENT WORK AS RELATED TO SHELL CONSTRUCTION WHERE NOT SPECIFICALLY DEFINED ON THE DRAWINGS. 7. WALLS ARE TO BE FIRESTOPPED PER UBC SECTION 708. 8. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10. 9. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE ARE RESISTIVE, SO AS TO RESULT IN A FLAME SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS, CLASS II FOR EXITWAYS, AND CLASS I FOR ENCLOSED VERTICAL EXITWAYS. DELIVER CERTIFICATE TO THE LOCAL FIRE DEPARTMENT. 10. NOT USED 11. NOT USED 12. PENETRATIONS IN FLOORS AND CEILINGS REQUIRING PROTECTED OPENINGS ARE TO BE FIRESTOPPED PER UBC SECTION 710.1. 13. NOT USED 14. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. 15. BID DESIGN WORK TO BE REVIEWED BY ARCHITECT PRIOR TO CONSTRUCTION. 16. SUBMIT AS -BUILT DRAWINGS FOR PLUMBING, MECHANICAL & ELECTRICAL 17. NOT USED 18. NOT USED 19. NOT USED 20. ELECTRIC RESISTANCE HEAT IS NOT ALLOWED. GENERAL NOTES KEY SITE PLAN / LEGAL DESCRIPTION VICINITY MAP THE FOLLOWING BID DESIGN DEFERRED SUBMITTALS ARE REQUIRED FOR PERMITS AND APPROVALS FROM THE BUILDING OFFICIAL OR THE AUTHORITY HAVING JURISDICTION. NO WORK SHALL BE STARTED PRIOR TO THE APPROVAL OF THE BUILDING OFFICIAL OR THE AUTHORITY HAVING JURISDICTION. COPIES SHALL BE FORWARDED TO THE ARCHITECT AND COORDINATION OF THE DICIPUNES SHALL BE THROUGH THE GENERAL CONTRACTOR. DEFERRED ITEIiI 1. ELECTRICAL WORK & UGHTING DESIGN 2. HEATING VENTILATING & MR CONDITIONING DESIGN 3. PLUMBING DESIGN 4. HEALTH PERMIT DESIGNER/pHQNE TO BE SELECTED TO BE SELECTED TO BE SELECTED TO BE SELECTED DEFERRED SUBMITTAL FORT DENT 0 - LEGAL DESCRIPTION PROPERTY TAX ACCOUNT NO. 295490 -0425 LOT 1 OF SHORT PLAT NO. 79 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PLAN; BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAN NO. 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7908210370; THENCE NORTH 63 35'49" EAST 237.32 FEET TO THE MOST NORTHERLY CORNER OF SAID LOT 1; THENCE SOUTH 26 24'11" EAST 227.32 FEET TO CORNER BETWEEN LOTS 1 AND 2; THENCE NORTH 63 35'49" EAST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 2,252.25 FEET; THENCE NORTH 26 2411" WEST 77.65 FEET; THENCE NORTH 56 15'11" WEST 234.09 FEET; THENCE NORTH 31 12'43" WEST 82.39 FEET TO AN INTERSECTION WITH THE NORTHWESTERLY UNE OF SAID LOT 2; THENCE SOUTH 58 47'17" WEST ALONG SAID NORTHWESTERLY UNE 102.77 FEET; THENCE SOUTH 55 39'53" WEST ALONG SAID UNE 63.16 FEET; THENCE SOUTH 48 39'58" WEST ALONG SAID UNE 55.63 FEET; THENCE SOUTH 39 21'15" WEST ALONG SAID UNE 88.24 FEET; THENCE SOUTH 30 04'5$" WEST 85.21 FEET TO THE MOST WESTERLY CORNER OF SAID LOT 2; THENCE SOUTH 37 36'40" EAST 20.92 FEET TO THE POINT OF BEGINNING. • 100' NTS 7 8 00■ZEIll 0 m • PRCCOSED NEW 2' X 4' LIGHT FIXTURE ® PROPOSED NEW 1' X 4' UGHT FIXTURE PROPOSED 2' X 2' LIGHT FIXTURE RECESSED DONPILIGHT CEILING DIFFUSER CEILING RETURN EXHAUST REGISTER SPRINKLER HEAD 1 DUPLEX OUTLET AT 15" A.F.F 14* FOURPLEX OUTLET AT 15" A.F.F DEDICATED DUPLEX OUTLET AT 15" A.F.F DEDICATED FOURPLEX OUTLET AT 15" A.F.F FLOOR MOUNTED OUTLET DUPLEX OUTLET AT 42" A.F.F COMPUTER \DATA OUTLET AT 15" A.F.F 3 EEO FLOOR MOUNTED COMPUTER \DATA OUTLET DATA/PHONE OUTLET TELEPHONE AT 15" A.F.F FLOOR MOUNTED TELEPHONE UGHT TOGGLE SWITCH AT 42" A.F.F 3-WAY UGHT TOGGLE SWITCH TYPICAL SPACING FOR ADJ. WALL OUTLETS EXIT SIGN NOTE: THE ABOVE SYMBOLS ARE USED ON "A" SHEETS, REF. CONSULTANTS SYMBOLS FOR THEIR RESPECTIVE DWGS. AIM lar ❑ F.E. 1 1 SECTION OR DETAIL NUMBERS QCTfr4 ' SECTION OR TARGET QRAI�C IM�RE SEC110N OR DETAIL PARTIAL OR FULL SE WALL OR DETAIL SECTIONS INTERIOR FINISHED 1 ELEVAIRMS 1 sum NUMBER DOOR NUMBER Pc IMP C ROOM NUMBER FIRE EXTINGUISHER tEE SPECIFICATIONS Exterior Wall 24 wood studs at 2' -0" O.C. w/R-19 batt insul & v.b. (U.O.N.) Stu 8 Drvwd 3 1 / 2' WOOD studs at 2' -O" o.c. Insulate where noted 5tuil & X91) w/ Ip ion 2x4 wood studs at , -0 o.c. with 3 1/2" sound batts & 5/8 GWB each side thru ceiling. U.O.N. SYMBOLS 115 I........ M ,....M11111 iami 111111111111.1 ■■■■■ ■1 I■ ■P■ ■I "lb •Si •1111...11 EXISTING F.H. 24' Jl1NG EXISTING PEDESTRIAN WALK EXISTING LANDSCAPE ISLANDS EXISTING PAVING, CURB EXISTING CATCH BASIN EXISTING LANDSCAPE PAINT STRIPE ISLAND NOTE: CONTRACTOR TO VERIFY LOCATION OF ALL SITE U1IUTIES (ELEC., TELE., SEINER & WATER) PRIOR TO CONSTRUCTION 28' -4 NEW ISLAND W/ PLAN?�ER SCAPE PAVERS ±26' -7" ±25' BY 20' 1 -20' 40' EXISTING WALK TRIAN REMOVE PORTION OF EXISTING CURB AS REVD. EXISTING LANDSCAPE 60' 24' r INFILL ISLAND Wi LANDSCAPE LAWN AREA OF NEC CURB, TYPICAL MATCH EXISTING EXISTING PAVING do PARKING SITE PLAN 20' CODE REFERENCE JURISDICTION LAND USE ZONE SEISMIC ZONE CONSTRUCTION TYPE OCCUPANCY GROUP OCCUPANT LOAD NUMBER OF FLOORS SITE AREA GROSS BUILDING AREA BUILDING HEIGHT EXIST. PARKING PROVIDED REVISED PARKING REQUIRED PARKING FORT DENT II - ±60,000 SF FORT DENT lII - ±40,000 SF ESPRESSO - ±412 SF REVISED PARKING REQUIRED 1997 UNIFORM BUILDING CODE W/ WA. ST. AMMEND. TUKWILA, WASHINGTON RCM; REGIONAL COMMERCIAL MIXED USE 3 V -N B 4 OCCUPANTS 1 134,882 S.F. (TOTAL FORT DENT II WITH 3,177 SF FOR ESPRESSO ±412 S.F. ±15' 355 STALLS (FORT DENT II & III) 342 STALLS (FORT DENT II & 111) OFFICE 0 3/1000 SF = 180 STALLS OFFICE 0 3/1000 SF = 120 STALLS FAST FOOD 0 1)50 SF = • 8 STALLS 308 STALLS CODE DATA 4 6 grAntasii91141 �� � N pIZ T _ ED I K ILT ROORNG CEIuNG �IN UNE M LING FOUNTAIN SION WING HAUST FAN d l FINISH SYSTEM ATION INEER ENT WATER COOLER F.A.R. FLOOR AREA RATIO F.E.C. FI KI CABINET FAC.F1N. F ORY FINISH NECTION Fr. . FINISHED FLOOR F.H. FI FI�NISHH�T FL FLASHING R.R. FLOOR FTG. OpOp FDN. FOUNDATION F.O.C. FACE OF CONCRETE F.O.F. FACE OF FRAMING F.R.P. FIBER REINFORCED PLASTIC G�ALV. G �VANIZED GL GU�iSS, G.LB. GLU- LAMINATED BEAM cirsum GYP. GYPSUM BOARD G.W.B. G.F.I.C. F INTERUPT CIRCUIT H.P. HIGH POINT H.P.S. HIGH PRESSURE SODIUM HUM. HARDWARE �. HANDICAP Uiiz. •• R ONTAL H.B. , 1 l 8168, FREEZE PROOF JT. JST. LAV. MFR. MAIL CH. MIX. N.T. NO• ) N.I. . 82? :FL. .P. PH PL WD. P.L. R. R. REcP. REJNF. R.D. S.F. S.O.G. SPEC. STD. STL. STRUCT. S&V. TELE. TEMP. T. T.O.P. TYP. T.I. T.W.C. U.O.N. V.C.T. V.W.C. VERT. W.C. W.CON. W.N. W.R. ABBREVIATIONS (m+suutaN) f31q LAVATORY AcnRoR w MAL 18T NOT TO SCALE PA �r�� RATE MASTIC p 1�1111MATE P�I��PE�1Y UNE PATCH AND PAINT LEADER RUBBER SASE RECEPTION REINFORCING DRAIN CTED SQUARE FEET SLAB ON GRADE SPECIFICATION STANDARD STEEL STRUCTURAL STAIN MIO VARNISH TELEPHONE TEMPERED TOILET TOP OF PARAPET TYPICAL TENANT IMPROVEMENT UVCKABIE WALL COHERING UNLESS OTHERWISE NOTED VINYL COMPOSITION NI VINYL WALL COHERING VENTILATE VERTICAL WATER CLOSET WALL COVERING WATER HEATER WATER RESISTANT WOW PROJECT: SITE ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEERS FORT DENT ESPRESSO 6840 FORT DENT WAY TUKWILA, WASHINGTON 98188 JOHN C. RADOVICH DEVELOPMENT 2835 82ND AVE SUITE300 MERCER ISLAND, WA 98040 (206) 267 -6060 CHRIS SCALZO LPN ARCHITECTS AND PLANNERS 3003 - 80TH AVE. S.E. MERCER ISLAND, WA 98040 PHONE: 206 230-6648 FAX: (2 06) 230-6647 ROYCE A. BERG PREMIER ENGINEERING, INC. 17814 NE 136TH ST. REDMOND, WA. 98052 (425) 897 -1597 M FILE CONSULTANTS Al - A -2 A -3 A-4 8-S REBORIEDQN PROJECT DATA, VICINITY MAP & SITE PLAN FLOOR PLAN AND ELEVATIONS BUILDING SECTIONS, DETALS DETAI88, IE8TROOM PLAN„ ELEVATIONS GENERAL NOTES, SHEAR WALL SCHEDULE FLOOR PLAN, ROOF PLAN & WALL ELEVATIONS DETAILS FILE: COPY 1 understcnd that tf.. 7!'9 ^'e ',� f 3-1 -1 to errors ar'. �? Y "..C" ,^►, : nr(� i 0 ,J. 4�4� ^�(� + ' I r )r (:‘)t'y (f :x . Yi - . , ,;, :: �i 1C. r'v: _ SHEET INDEX_ - -. e. w.w +.r+t•`... w MAT.. tw. •.. 1:/fir -....• -. .r..+.r.a w+,.M..•�w� OM, y_ �.�.r,• .,.,.:.,,... • • • - V 9 0 NOTE: ALL FOOD SERVICE EQUIPMENT TO BE NSF OR U.L. SANITATION LISTED. K Y NOTE 1 36" HIGH SERVICE COUNTER WITH BACKSPLASH AGAINST WALL 4 :: 30" HIGH UPPER CABINETS, 12" DEEP � ► S.S. HAND SINK WL LEVER HANDLE FAUCET (BID DESIGN W R ABOVE 0 FOOD SERVICE EQUIPMENT, REFRIGERATOR, ICE (NOT IN CONTRACT) • REFRIGERATOR, DRINK DISPLAY CASE 4:; 42" HIGH CONDIMENT COUNTER, 12" DEEP W/ 4" BACKSPLASH (NOT IN CONTRACT) • MOP SINK (BID DESIGN) W/ 4'--0" HIGH P.LAM. WAINSCOT 4:;' COUNTER W/ SAFE BELOW (NOT IN CONTRACT) 9�* 3 COMPARTMENT S.S. SINK W INTEGRAL DRAINBOARD EACH END. INSTALL LEVER HANDLE FAUCETS. ,0 4' -6" HIGH PLAM WAINSCOT ALL FOUR WALLS 11 4' -O" HIGH PLAM WAINSCOT THREE WALLS • 30x68 S.C. WOOD DOOR / FRAME ASSEMBLY STAIN & FINISH FLOOR SINK (BID DESIGN) • ELECTRIC CIRCUIT BREAKER PANEL, RECESSED (BID DESIGN) 20 AMP SERVICE C> 20 GALLON ELECTRIC HOT WATER HEATER (BID DESIGN) �6 CASH REGISTER (NOT IN CONTRACT) �► 12 "x12" PORCELAIN FLOOR TILE W/ 6" BASE, THIN SET INSTALLATION, TYP. THROUGHOUT • 3' -0" x7' -0 STOREFRONT DOOR W/ TEMPERED 1" GLAZING W/ LOCKING HARDWARE. 3010 TRANSOM GLAZING ABOVE DOOR, SEE DETAILS 5 & 9/A -3 `t> 3'- 0 "x3' -0" ACCESS COVER FOR PLUMBING VAULT • LINE OF CANOPY ABOVE • ESPRESSO EQUIPMENT, TYP. (NOT IN CONTRACT) � Y U111111111N111111111111111111 111111111111•1111111111U11111111111111111111111111•111 al - _ „i„,„ 1 11— .i.+a ~ : r:.f� 1 - ilia: II III f ag • NEW CURB alt PER SITE PLAN NEW LANDSCAPE NEW LANDSCAPE 5' CLR. LANDING EXISTING LANDSCAPE EXISTING 1 LANDSCAPE AREA OF EXISTING B TO BE R � EMOVED, T 5 CLR. LANDING 4114 ■71samnir minsirrani DISH UTENSIL WASHING EQUIPMENT (3- COMPARTMENT SINK OR COMMERCIAL iiiSHWASHER) IS REQUIRED TO BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST REM TO BE WASHED HOT WATER MUST BE ABLE TO ACCOMMODATE 3'-2 1 4' -11" ALL EQUIPMENT AND UTENSILS MUST BE IN CONFORMANCE WITH THE CURRFNT W .ANDARDS AND LISTINGS OF THE NATIONAL NOTE: • SANIT FOUNDATION CONTRA VERIFY _ (NSF) SITE UTILITIES OR APPROVED. g , x T MUCTION WER & WATER)Iumia.... Hot water temperature at handsinks ±1 4' -8" 4'-$ 4:0-4 3' -O" 5'--0" V-0" 12' -0" 30 ,_ 6 " ELECTRIC/1L NOTES 1Q UTILITY: 1 CIRCUIT UGHTS/PLUGS 20 AMP/110 BATHROOM: 1 CIRCUIT LIGHTS/PLUGS 20 AMP /110 Q3 20 AMP /110 DED 15" Q4 20 AMP /110 DED 42" ps OUTDOOR 20 AMP/110 (AThER PROTECTED) 0 30 AMP /220 DED 15" 16' -6" 13' -6" 1 1 4'-0" A PRE INSPECTION BY THE KING COUNTY HEALTH DEPARTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE I ON SIT ' DURING THAT INSPECTION. 0 w 1 0 0 AREA OF EXISTING CURB TO BE REMOVED, TYP. 2x6 PLUMBING WALL 0 16' O.C. FRAMING NEW CURB _PER SITE PLAN - THE UMW idelL WARM SINK MUST BE MIMED WITH A WNW OF THREE COMPARTMENTS, A SPACE FOR SOILED UTENSILS AHEAD OF THE RIRST COMPARTMENT, AND DRANK! BOARDS FOR CLEAN UTENSLS. (ORAIN BOARDS AT EACH DID RECOMMENDED.) Vsvie NORTH SOUTH WALL = ±137 SF EAST GLAZING = ±56 SF GLAZING U-- VALUE = .75 SHGC = 1.0 EXTERIOR LIGHTING TYPICAL *TEMPERED GLASS, TYP. BRONZE TINT L LY *SEE 2/A-2 FOR TYP YPICAL NOTES RIDGE ±14' -9" LOW CLEARANCE SIGNAGE PLYWOOD DECK +1'-4 3 4" EXISTING GRADE +0' -0" • s 0 'r1 MEM ttiMi EAST WALL ±2 IN f36 SF EAST GLAZING = GLAZING U- -VALUE = .75 SHGC = 1.0 0 INNor 1 1/2' PIPE RAILS TYPICAL CMU BLOCKS TYPICAL PROVIDE BACKING FOR CANOPY BY OTHERS STEEL FRAME & CANVAS, SEPARME CONTRACT) METAL FLASHING ON TOP OF PARAPET METAL FLASHING & GUTTER TYPICAL LOW CLEARANCE SIGNAGE W000 SIDING, PAINT TYPICAL STEEL BOLLARD PER STRUCTURAL -�- STEEL FRAME PER STRUCTURAL, PAINT, TYP. *TYPICAL NOTES a 111111111111 II II 11 11 is; - . wW m'W — 10 1 to 41 N a) •H • . I N PLYWOOD a 1 1 FL�OR PLAN SOUTH ELEVATION 1/4' ••••••••••••••• r £ , reJor 4 BRONZE TINT GLASS, TYP. *SEE 2/A FOR TYPICAL NOTES WEST WALL = ±287 SF WEST GLAZING = ±48 SF GLAZING U -VALUE = .75 SHGC= 1.0 WEST ELEVATION EAST ELEVATION 1/4' 4 NORTH ELEVATION 1/4' 1/4• 1/4' 1 2 S AND INN sr- v • CANOPY BEYOND BY OTHERS (UNDER SEPARATE CONTRACT) EXTERIOR LIGHTING TYPICAL TIE DOWNSPOUT �A�D 0 ±8 1/2" *SEE 2/A-2 FOR TYPICAL NOTES 3 MAY 0 1 2003 qaD oThri o== i ARCHITECTURE and PLANNING ROYCE A. BERG, PRINCIPAL 3003 80TH AVE SOUTHEAST MERCER ISLAND, WA. 98040 (206)230 -6648 FAX 230 -6647 immoommommommo APPROVED -G3 S_* /DS61- -a. - AJO 4E4)446 Attivu P NO DESCRIPTION DATE PREUMINARY PREUMINARY BLDG. DEPT. SUBM. FLOOR PLAN & ELEVATIONS File: 0201 -- A2. DWG JOB NO.: O, OS DATE: 3/011011 DRAWN: UMW CHECK: RAS 3 -06 -03 4 -03-03 4 -17 -03 SHEET NO OF: A -2 • • w • 4 9 In e4 . ... o■■,w ..�.�..... 1 r 0. 1 �► - �•�� 1 , , . , -.400 FLASHING TV. 1' INSUL. GLAZING SYSTEM IN ALUM. FRAME PUN EXTERIOR PM COUNTER PAI NTED METAL WOOD BRACES BELOW, PAINT WOOD TRIM AS REQ'D. INTERIOR P'LAM COUNTER ■ III • + lm rrwrwuw•• r ■ ��� .rn..�� r a�■r�r■.r ■ ate r �..�.� • �r� �' ►�4 �. jTlii'G AVM �T1T1111)1Wit11) !MUM '�1i111i�)'�T11i111) VIVA 'lTj.i� maim :7 . IA EXISTING AC PAVING STEEL SUPPORT PER STRUCT. TYP. METAL SCREEN UNDER JOISTS, PREFINISHED RAL W/ R-19 INSULATION W/ VAPOR BARRIER ON WARM SIDE, AND AIR SPACE ON COLD SIDE, VENT TYP. OVERLAP V.B. SEAMS 12 MIN. ROOF FRAMING PER $TRUCTURAL R -21 INSULATION W/ 6 MIL. POLY. V.B. ON WARM SIDE, AND AIR SPACE ON COLD SIDE, VENT TYP. W/ MTL. ROOF ON EXTERIOR TEXTURED T1 -11 PLYWOOD CEIUNG 6 JOINTS - STAIN ROUGH AVR4 TEXTURED T1 -11 C DAR P YWOOD SIDING, PAINT T YP. T 2 3/4" 3x3 HORIZ. WOOD BATTEN PAINT, TYPICAL 1" INSUL GLAZING, SET . IN CENTER GLAZED, ANODIZED WINDOW SYSTEM GASKET, CAULK AND SEAL INTO WALL FRAMING TYPICAL WALL FRAMING - 24" O.C., 2x6 WOOD STUDS PER STRUCT., W/ R -19 INSUL. Vlj 6 MIL. POLY V.B. ON WARM SIDE & 5/80 ROUGH SAWN PLYWOOD EXT., PAINT TYPICAL AND 5/8 GWB INTERIOR FINISH *TYPICAL NOTES WINDOW SILL 1" INSUL. GLAZING SYSTEM IN ALUM. FRAME DIMENSION PT. TYPICAL WALL FRAMING SYSTEM IN ALUM. FRAME ■rte II r w .01111111111111 �■■ ■■ 411.11 i . - ra.. �I4.IrIII/ AP/ I.. 4+4 // 41 ►/►II//►III41I 41/ /I ////r /411rIrI411 JrI / / //',/I. . 1 dtltl t4 difI11f4sJI11► IIO ,JI111H4,01ttrltGiOtttlltUiJ! 111114 ,J1t1I114.J11tI1IG,OtItI11G: itttttt,11MM Itt1t1 CiNTERESSII • lNf1iylGilfifliitill tiff! NNItNilitltUNltilNifilNAitilH.l tilNitlfl111itNiMU. NiNfUitilNit11llJ9N1ilUlfllllNlptifpNiti► I1NItNNNiNtiIUNiNti11tU1tAitllNili111HU01IgitiINA1NG !NNit QTY !'F Tux L. 4 EXISTING AC PAVING EAST / WEST BUILDING SECTION RECESSED CONCRETE VAULT 0 PLUMBING *SEE 1/A-3 FOR TYPICAL NOTES pENT CENTE SILL DETAIL 1" INSUL. GLAZING SYSTEM IN ALUM. FRAME EXTERIOR PLAZA PAVER PAINTED METAL FLASHING TYP. P.T. WOOD TYP. SUPPORT STRUCT. PER STRUCTURAL TYPICAL TILE AL TILE FLOOR TYPICAL STOREFRONT SILL VENT DETAIL 3• 5 6 1/4%1/4" METAL VENT CREEN BEHIND 6"0 VENT HOLES, CUT IN PERIMETER STEEL HARDWARE PRIOR TO PAINTING NOTCH LEDGER AS REQUIRED FOR CRAWL SPACE VENT,, TYP. AL.. SHI SEALANT 5 8" ROUGH SAWN CEDAR PLYWOOD SIDING, PAINT DIMENSION PT. 4. BACKER ROD & SEALANT DOOR HEAD FLASHING TYP. WINDOW FRAME ASSEMBL Y 1" INSUL. GLAZING SYSTEM IN ALUM. FRAME WINDOW HEAD 3• 3 SOUTH / NORTH BUILDING SECTION 1/2' 1/2' 1 2 V 4 i 0 W 56 O oic ci [ig G= PAM 0 O i ARCHITECTURE Arid PLANNING ROYCE A. WOG, IPNINCIPAL SOOR EIOTH AVE SOU AST MERCER ISLAND, WA. 4M 6)Z 464d FAX 2304647 STATE OF WASH GISTERED ITECT NO DESCRIPTION DATE PREUMINARY PREUMINARY BLDG. DEPT. SUBM. CITY COMMENTS BLDG. SECTIONS, DETAILS FNe: 02018/FDE- I►2.D1MG JOB NO.: OMB DATE: $/011100 DRAWN: MAW CHECK: All 3 -06-03 4 -03-03 4 -17 -03 6 -25-03 SHEET NO OF: A -3 LANDSCAPE PLAN 1/8' RESTROOM NOTES EASING -- LANDSCAPE 4" HEIGHT P.LAM, COVERED BACK`SPLASH B1ACK P'LAM BOARD, ATTACH TO FACE OF WINDOW SYSTEM SURFACE MOUNTED ELEC. BOX & METAL CONDUIT N P.LAM. OVER 1 1 /4" PARTICLE BOARD 1 1/4" PARTICLE BOARD PARTITION ___ 02 felin 4744f 4r707"101141 Uro "N r 1".4J pi1 . iy �} 444•YoriG+h t rim• at*Vit1144* � psr'r�l'li�rh ZEN 4I O EXISTING F.F. 2'--0 1 / 16" ' BASE CABINET SECTION 4 2 4 q� � 104.0•1 104.0•1 7f �+Ipxirta 1 4-0 ‚ft ( P.LAM. OVER 1 1 /4" PARTICLE BOARD SHELF CABINET ELEVATION F.F. 00 3' -0" 4'- 0" 3' -6" BASE 1/2• 4 ,..„..4....,,....../,..„...v...„../..„.„.„,,..,.. I), frAIWZAIMP 4 ,0 1 -P.LAM. OVER 1 1 /4" PARTICLE BOARD 1 1 /4" PARTICLE BOARD PARTITION 12 CABINET SECTION Ininaem • aOr w a x mulmillullimml ILZ 4,4( 41$ 0111111111111111111111 0000-A-Ao mexi4044194. *go �� w rkrrj tooft31•60 Roc- BASE F. 00 LauchBn R. abut= Associates • Landscape Architects & �viro�a�l rl+ ASLA sz.w 6625 South 1901h Street, Suite 8108 phone: (425) 251-0435 No . seet.wasuangOOn 98032-2123 : (425) 251-0476 • 044401' 4 )041417 �i"�`�v - �13�tizr� 8�3- 0374f • 4 17-4 a , �' t1L4L.44 I�R�' �"�/�1h' ''ro itil. Pis • mMOVt EXISTING A5N�IALT ANP 13A5e A5 t2�QLllt2�p PZOVII� Of�NING AY 3 ' 14 j Arrow," GLt2135 FOR t712AINAG� 1 wit, 1 ews�nn6 C.L. Ams yr, NORM 5/8" GWB 6 MIL POLY VAPOR BARRIER R -19 BATT INSULATION soil , iirem 8 WOOD BATTEN 4 1 /23 3'x3' FLOOR ACCESS HATCH TO PLUMING COORD. LOC. W/ FRAMING 60 INCH DIAMETER CLEAR FLOOR SPACE MIN. P.LAM. WAINSCOT 0 4' A.F.F. W METAL EDGE AP SEAT COVER DISPENSER, TYP. HCP GRAB BARS 17 "- 19" TO --J TOP OF TOILET SEAT COVE & EXTEND - SHEE T VINYL FLOORING MIN 5" UP WALL 7' -7 1/2" 4' 6" 1' -0 " . 6" ■ op MI • no um M ■ ■ • • ■ r a 1 — 1111111" H S GRA _ RCESSED PAPER TOWEL DISPENSER & DISPOSAL PLASTIC LAMINATE WAINSCO A 4.-0" A.F.F. W METAL EDGE C P — 3 SIDES 1• 9 RESTROOM PLAN MIN. RESTROOM ELEVATION N 6. ��gqVATORY RIM HEIGHT SHALL NOT LOCATED HIGHER TF 34 INCHES ABOVE THE FL. • -. 5 8" ROUGH S • DAR PLYWOOD T&G SIDING, PAINT SCREW 0 2'--0" O.C. W WOOD PLUG DIMENSION PT. 4, 3x3 WOOD BATTEN, PAINT SEALANT BEHIND, TYPICAL BLOCKING TYPICAL 3• 1 r M 0 2x6 EXTERIOR PLUMB. WALL 1/4• GFCI LIQUID SOAP DISPENSER -- ---- -- 24 "x36" 1/4" GLASS MIRROR W/ FRAME OMIIIMMI I . MO■ p 0 r 3' -O" SCALD WRA P HOT PROTECT WATE & DRAIN, TYP. 1'-3 4 1/4•I 6 1. TOILET ROOM PROVIDE AN UNOBSTRUCTED FLOOR SPACE OF g 60NCCHE�S. SIZE � 7H � THAN IN ENCH I�NfO LESS NOT MORE THAN 12 INCHES 2. T HE LATERAL WATER CLOSET TO O ONE �T ERAL � DE DISTANCE FROM THE CENTER �CHES ON � GRAB R LINE E OTHER S , I BE 18 INCHES 3. HEIGHT OF WATER CLOSET SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES, MEASURED FROM THE TOP OF THE SEAT. 4. WATER CLOSET. TOP p�� INSTALLED Dg BAR SHALL �ON� SIDE AND ATE �� INCHES AND NOT MORE THAN 36 INCHES ABOVE AND PARALLEL TO THE FLOOR. GRAB BAR LO AT ON SHALL BE NOT LESS THAN 42 INCHES IN LENGTH LOCATED NOT MORE THAN 12" & EXTENDING AT LEAST 54" FROM THE REAR WALL. GRAB BAR LOCATED AT BACK OF THE WATER CLOSF�T SHALL A MIN OF 36 INCHES IN LENGTH H AND EXTENDING THE FROM CENTERLINE OF WATER CLOSET. GRAB BAR SHALL NOT BE MOUNTED MORE THAN I INCHES BEHIND THE WATER CLOSET SEAT. GRAB BARS SHALL BE 1 1/4 • � S.S. W/ PEENED GRID SURFACE. 5. pRWI�OSN FRONT OF NIT THSUVAT�RY•• x 48" SHALL BE 7. EXPOSED HOT WATER AND DRAIN PIPES UNDER THE SINK SHALL BE INSULATED OR OTHERWISE COVERED. S. DOOR TO IVCCESSIBLE TOILET ROOM SHALL PROVIDE A CLEAR OPENING WIDTH OF 32 INCHES (IN ANY POSITION 9. NOT USED HANDLES FLUSH VALVE IES SL BE ON OPEN SSE OF BARRIER FREE WATER CLOSETS. STA ti 5 DETAIL R-19 BATT INSUL W POLY VAPOR BARRIER 5/8" GM MIL 5/8" ROUGH SAWN CEDAR PLYWOOD SIDING, PAINT 3x3 WOOD BATTEN GLUE & SCREW TO SIDING ii DIMENSION PT. BACKER ROD & SEALANT DOOR HEAD - FLASHING TYP. DOOR FRAME ASSEMBLY BLY STOREFRONT DOOR W/ FULL WEATHER — STRIPPING, TYP. S7RI�PPBNGTTOM WEATHER ALUMINUM THRESHOLD SET IN SEALANT POSITIVE DRAINAGE FROM BLDG. (MAX. SLOPE 1:50) fkc ENTRY DOOR HEAD • 41.11111111111 1 % ii iiMPF" IIIIPPFP 7 $01121 44:, 1 i , i i /2 M AX.J .c13.54 4E: .F11 .• .•• ti. _ .y, •te j •, • - —• • a CO OD r METAL ROOFING W/ MATCHING RIDGE VENT TEXTURED T1 -11 5/8" PLYWOOD W/ 6 GROVES 1x STAINED TRIM OVER POSTS 1/2" CHAMFER ON EDGES TYPICAL STAIN GLU —LAM 1x BLOCK ATTACHED TO UNDERSIDE OF GLU --LAM BEAM, STAIN 3x3 BLOCK ATTACHED TO UNDERSIDE OF GLU -LAM BEAM, STAIN ENTRY DOOR THRESHOLD 1/2• -SEALANT 3° i CI Y Of T; *, WII . A I All:: 1 5 2C: f 1L 3' 3/4" SHIM 0 RAI Rfui 2659 i ARCHITECTURE and PLANNING ROYCE A. BERG, PRIM PAL 003 60111 AVE SOUTHEAST MERCER BLAND, WA. 910 FAX ' OYC STALE tit WAS ISTEREO HII RG NGTON NO DESCRIPTION DATE INN PRELIMINARY PERMIT SUBMITTAL CITY COMMENTS DETAILS RESTROOM PLAN ELEVATIONS, LANDSCAPE PLAN 111108 11110 CITY OF TUKWILA .�t PEI's 1 CENTER File: 02018 /FDE -- A4. DWG JOB NO.: 0206 DATE: Woe/03 DRAWN: RAJ CHECK: RAS 3 -06 -03 4 -17 -03 5 -16 -03 MEM SHEET NO OF: A-4 4 • • • • 1 woo SMEAR WALL SCHEDULE 51-1EAR WALL TYPE SHEATHING NAILING 5/8" DIQ ANCHOR BOLT SPACING NAILING a WALL TOP PLATE OR SILL PLATE ^ /1\ I/?" PLYWOOD. 151DE, BLOCKED led COMMON NAILS • 6" OC • PANEL EDGES 4g• pG lbd • 4" OC OR IZd TN • 4 "OG TJF I/T" PLYWOOD, BOTH SIDES, BLOCKED 10d COMMON NAILS • 4" OC • PANEL EDGES w,• pG 16d • 2" OC CHECKED: TS *e ..,� , t k r .: 0 : 0 40 1 EXPIRU “Tri 1 1 1 LI 1 1 ILI Engineering. n Any. 91 RR iiiiwilnail. 1lv • NA _ DAM Or I TJF GENERAL AMU 4 9E-Ar tUAL L UL E JOB Mk 0303 DRAM TS CHECKED: TS DAZE: 3/05/003 1 , ■ *e ..,� , t k r .: 0 : 0 40 1 EXPIRU “Tri 1 ....._ - 1 Der WI GENERAL AMU 4 9E-Ar tUAL L UL E JOB Mk 0303 DRAM TS CHECKED: TS DAZE: 3/05/003 5-1 . . GENERAL NOTES CODE: UNIFORM BUILDING CODE - 1991 LIVE LOADS ROOF: SNOW LOAD 25 PSF FLOORS: 100 PSF CORRIDORS 1 STAIRS 100 PSF LATERAL LOADS BASIC WIND SPEED SO MPH, EXPOSURE "B" SEISMIC ZONE 3 FOUNDATION ASSUMED ALLOWABLE FOOTING BEARING PRESSURE 2000 PSF ON DENSE, UNDISTURBED NATIVE SOILS 2000 PSF ON COMPACTED STRUCTURAL FILL LATERAL EARTH PRESSURE ACTIVE (YIELDING CONDITION) 40 PCF EQUIVALENT FLUID PRESSURE (EFP) ACTIVE (NON - YIELDING CONDITION) ADD 100 PSF UNIFORM SOIL PRESSURE BASE FRICTION COEFFICIENT 0.35 CONCRETE MIX SUBMITTALS SHALL MEET UBC OR ACI-318 STANDARDS IN ESTABLISHING PROPORTIONS FOR SPECIFIED STRENGTH. CONCRETE SLUMP TO BE 4 ". DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR I- IIGI -1 EARLY STRENGTH MAY BE ACHIEvED BY USING ENGINEER APPROVED ADMIXTURES. MINIMUM CONCRETE STRENGTH AT 28 DAYS: ALL FOOTINGS AND FOUNDATIONS 3000 PSI SLAB -ON -GRADE 3000 P51 RETAINING WALLS 4000 PSI AIR - ENTRAINMENT TO BE 5 % TO 1% FOR EXTERIOR CAST -IN -PLACE WALLS AND EXTERIOR SLABS -ON- GRADE. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC, AND ACI CODE 318 -89. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE Mx WI- IICI -I CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. ALL E.:POSED CONCRETE EDGES TO I-IAvE A 3/4" CHAMFER, UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A6 15, GRADE 60 (FY •60,000 P5I). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, 1' -1" MINIMUM UNLESS OTI- IERWISE NOTED. CORNER BARS SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH TI-4E "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES." NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROvED 13Y THE STRUCTURAL ENGINEER. COVER TO MAIN REINFORCEMENT. TO BE: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER '5 BAR AND SMALLER 1 -1/2" 0 6 BAR AND LARGER 2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS 1" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2" WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH OVERLAP. PLACE WWF 1 -1/2 INCH BELOW THE TOP OF CONCRETE SLAB. WWF TO BE SUPPLIED IN FLAT SWEETS. STRUCTURAL AND MISC. STEEL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS - ASTM A500, GRADE B (Fy • 46,000 PSI) BOLTS - AST1`1 A301, UNLESS OTHERWISE NePPTED IN DETAILS. ALL OTI -IER STEEL - ASTM A36 (Fy • 36,000 P51) DESIGN, FABRICATION AND ERECTION SMALL BE IN ACCORDANCE WITH TWE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". ALL WELDING SHALL COW-O TO THE AW5 CODES, AND SHALL BE BY WABO CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE I/4" CONTINUOUS FILLET MINIMUM. USE DRY E10 ELECTRODES. V GLU- LAMINATED TIMBER GLU - LAMINATED WOOD BEAMS. USE DOUGLAS FIR COAST REGION, KILN DRIED, AITC SPECIFICATION 24F -v4 FOR SIMPLE SPANS, AND 24 -VS FOR MULTIPLE OR CANTILEVERED SPANS (Fb • 2400 P61 TENSION, TYPICAL). PROVIDE AITC STAMP 014 TIMBER AND SUBMIT CERTIFICATE TO ARCHITECT AND ENGINEER. MATERIALS MUST BE OBTAINED FROM AN APPROVED FABRICATOR ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. NO SUBSTITUTION OP OTHER PIECES. GLU -LAM ADHESIVE TO BE "WET -USE" TYPE PER UBC STANDARDS 25 -I9 PART II. TIMBER WOOD GRADES: WALL STUDS HEM -FIR "1 JOISTS AND RAFTERS HEM -FIR '2 BEAMS:4x MEMBERS DOUG-FIR '2 6x AND LARGER DOUG -FIR '1 POSTS AND TIMBERS DOUG: -FIR '1 ALL GRADES SHALL CONFORM TO "U PA GRADING RULES FOR WESTERN LUMBER" - LATEST EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS ARE "COMMON ". MINIMUM NAILING PER UBC TABLE 23-11 - B - I PLYWOOD ROOF AND FLOOR SHEATHING ROOF SHEATHING SHALL BE MINIMUM 5/S" (NOMINAL) APA RATED EDGE SEALED PANELS DESIGNED TO SPAN 24 INCHES EITHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF PANEL WITH 25 PSF LIVE LOAD. LAY UP WITH MINIMUM 1/8 CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING: ROOF SHEATHING NAILING 51-1ALL BE PER ROOF NAILING SCHEDULE BUT NOT LESS THAN 10d (COMMON) NAILS AT 6" O/C AT PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. PENETRATION: NAILS MAY PENETRATE 1/166 INCH INTO ROOF SHEATHING PANELS WITH NO PENALTY. NO MORE THAN 20% OF NAILS MAY PENETRATE UP TO 1/8 INCH INTO PANELS. NAILS DRIVER DEEPER THAN 1/S INCH AND LEW? THAN 1/4 INCH SHALL BE ALLOWED 2/3 NORMAL STRESS. (ADD ONE NAIL FOR EVERY :1UO OVERDRIVEN). NAILS DRIvEN IN EXCESS OF 1/4 INCH SHALL BE ENTIRELY DISCOUNTED. WALL FRAMING ALL STUD WALLS SHOILN SHALL BE 2X6 *16"0.C. (U.N.O.) EXCEPT AT PARTY WALLS STUDS SHALL BE 2X4 STAGGERED AT 16 "OTC. EACH SIDE. TWO STUDS MINIMUM SHALL FEE PROVIDED AT TWE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. SOLID VERTICAL GRAIN WOOD BLOCKING SHALL BE PROVIDED AT ALL W00 COLUMNS THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOL ID BLOCKING AT MID-WEIGHT OF ALL STUD WALLS OVER 8 FEET IN HEIGHT. FLOOR AND ROOF FRAMING PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS NOTED OTHERWISE. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI-MEMBER BEAMS TOGETHER WITH 16d NAILS AT 16" O.C. FRAMING HARDWARE CALLOUTS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, STRAPS, HOLDOUN5 AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MADE BY THE SIMPSON STRONG -TIE COMPANY. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROvIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN I.C.B.O. LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND I SET OF SEPIAS FOR REVIEW PRIOR TO FABRICATION FOR: REINFORCING STEEL, STRUCTURAL STEEL, MISCELLANEOUS STEEL, GLU- LAMINATED BEAMS AND TRUSSES. INSPECTIONS INSPECTIONS ARE TO BE PER UBC SECTION 1101 AND 1102 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED (PRIOR TO STARTING CONSTRUCTION) BY THE BUILDING OFFICIAL. SOIL: VERIFY SUBGRADE IS DRY AND DENSE PRIOR TO POURING FOOTINGS. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE, GRADE, LOCATION AND SPACING. PLYWOOD DIAPHRAGMS: NOTIFY BUILDING DEPARTMENT AND ENGINEER FOR INSPECTION 4$ HOURS PRIOR TO COVERING:. WELDING: PROVIDE INSPECTION PER UDC SECTIONS 3Q ► AND 306. • SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. JOBSI TE SAFETY THE ENGINEER WAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR TWE CONTRACTOR TO PERFORM HIS WORK. TWE UNDERTAKING OF PERIODIC SITE VISITS BY TWE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, TRAVEL, OR OCCUPANCY BY ANY PERSON. CONDITIONS OF USE THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN TWE CONSTRUCTION OF A PROPOSED BUILDING LOCATED IN TUKWILA, WA. THESE DRAWINGS SHALL NOT BE USED IN MOLE OR IN PART, FOR FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT TWE WRITTEN CONSENT OF THE ENGINEER WARRANTY TWE ENGINEER WAS USED TWAT DEGREE OF CARE AND SKILL ORDINARILY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY MEMBERS OF THE PROFESSION IN THIS . LOCALE, AND. NO OTHER WARRANTY, EITHER EXPRESSED OR IMPLIED IS MADE IN CONNECTION WITI -1 RENDERING OF PROFESSIONAL SERVICES. SHEAR WALL NOTES: 1. NAIL PLYWOOD SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH led COI`' ION NAILS • 12" OC. 2. AT SW -2, SILL PLATE AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3X6 WV. • CITY OF r' , w1t.A ',n � G 1 5 2003 • en L 3/4" cox I®LYWOOD, BLOCK ALL PANEL EDGES, W / IOGI NAILS •6 " • SUPPORTED PANEL EDGES 4 12" OC AT INTERMEDIATE SUPPORTS i 10 1 Cl2X2m.1 I ' JOISTS • Ib "OC WALL FRAMING: 2X6 1.1P2 • 16" OC, TYP. UN A. C12X2O.1 5 -3 6X1 DPI I1 9 1/2" DEEP TJI/PRO 150 4X4 I0' -)" DP2 P• ST ot ROOF FRAM1N PLAN I0' -3" I /4« - FLOOR FRAMING PLAN I /4' .I' -0" 1 n u MOWN WDIVA r 2X6 1.1F STUDS • Ib" OC, TYPICAL 4WD. V4 " s l' - �« EAST WALL ELEVATION SOUTH W/\LL ELEVATION 1 /4" • WEST WAL.L ELEVATION NORTH WALL ELEVATION 1/4 "•I' -0" I/4 "• -�" Air ▪ or 1 5 i 0 V 3 ,'.,.;. • w 0 0 * �J -�-�' o 0 _� Cn c o -♦-� €3 o 0 L := (1) - Row (f) 0171I0P U) ~ W MAY - tr n FLOOR PLAN ROOF PLAN 4 WALL ELEVATIONS s -2 ,108 N0: 0303 DRAWN: T•F CHECKED: T.F DATE: 3/05/03 t 4 • r (w SECTION A•A 1S" DIA. X 6' -6" DEEP CONC. FTG LOCATED PER PLAN (3) ,dal NAILS, TYP. P.T. 2X4 1 BOTH SIDES SECTION SECTION Iod • t," OC led TN • i" OC, RIM JOIST TO WALL PLATE 1/2" CDX PLYWOOD, TYP. 1 • • • • . • • � yM �• DIA. STD. STEEL PIPE WILLARD SECTION 3/4 "•r-O' 1Cd NAILS a b" OC TJI BLOCKING, TYP. TJI FLOOR JOISTS PER PLAN T610X6X5/I6 BEAM IW 3/4" DIA. X 2 1/2" THREADED STUDS) • 24 • EA. SIDE 3/4 " 2X6 BLOC, • 4' -m" OC IU/ ldld NAILS • 3" OC 2X6 5111D6 • 16 OC, TYP 314•.r.E• T'ERS PER ROOF PLAN TJI JOISTS PER FLOOI! PLAN I/4 " DIA. X1 "WOOD SCREW • 34■ pc. TI AU PRE - DRILLED HOLES SI C$4ANNEL SW DIA. x 6" THREADED STUDS • 34" OC, TYP. P.T. 3X6 I.'2 STEEL CHANNEL PER FLOOR FLAN SECT ON vr.re� P.T. 2X6 I P•2 SECTION Frew 2"3c2"X1/4" PLATE WAI ER, TYP. WO" DIA. X`" TWIISADED STUDS • 24" OC, TYP. P.T. 3X6 ice? STEEL CHANNEL PER PLOOR PLAN P.T. 2X 2,CrX1/4" PLATE WASHER TYP- ITT2SS HANGER CONT. P.T. 2X1 I•P'2 WS" DIA. X 1 1/?" THREADED STUDS • 16 " TJI JOISTS PER FLOOR PLAN V4" DIA. X 1" WOOD SCREW • 24 OC, TNRU PRE-DRILLED 14OLE8 SECTION 3#4"•r-r i+OLDOYN PER FLOOR PLAN 1/s• DIA. TWAEADED NOD • WOLDOYIN STEEL CWANNEL PER FLOOR PLAN SECTICN P.T. 3X6 1., (3) 5/16 U 5 STIFFENERS, I EA IDE OF 'vs" Roo P.T. 3Xb 11m2 4X4 DF"2 POST 3 1/13X10 V2 GLU -LAWI BEAM PER ROOF PLAN (2) 2X12 FF'2 • RIDGE SLOPED U26 WANGER TYP. 2313 WM RAFTERS -- '' . • 24" OC, TYP. r r I I III P� SECTEN SECTION A34 CLIP • EA. SIDE A34 CLIP • EA. SIDE 3 4'.114• 3/4 "•r.r • STIFFENER � i/16X4xl2, M111. TO SECT, 114, TYR, • 4 CO MO OF BLDG STEEL CWAIAIEL PER -.\ FLOOR PLAN i L3 1/2 X 3 1/2 X 5/I6 X0 -S• W/ (3) 3/4" DIA. BOLTIN EA. LEG 3 1/15XI0 I/2 GLU -LAM BEAM PER ROOF PLAN T612 TWIST S r —•—r STEEL CHANNEL PER FLOOR PLAN SECTION • 314••1 2X6 1RAFTERS BEYOND SECTION SECTION !H•. •'-i" ELEV. OttrAPP MS STRAP X28" • EA, WALL PLATE • EA. BEAM (2) 2X6 CRIPPLE STUDS BELOW BEAM 314•.r.r STEEL CHANNEL PER FLOOR PLAIN 1.3 VMS I4XV4X0' -3►" 1V (a) 3/4• DIA, BOLTS, TYP. EA. SIDE OF TS SEAM TJ1 JOISTS PER FLOOR PLAN (3) 8d TN • EA. RAFTER TC WALL PLATE 2X6 STUDS a 16" OC, TYP. SECTION �ia6 RAFTERS .2iali RAFTERS • 24" OC .... .w.a.,..,.�_. - , 2"X2"X1/4• PLATE WASi1ER TYP. P.T. 3X* I rICIC WONT DURUM ITPtAtAlfrOPItTATICN S/11r TWICK YES smEhSR YI/ (3) 1/4' DIA WOLEE. TYP. • TS BEAM P.T. 2X6 I"? 3N4••r4r. led • 6" OC SECTION SECTION • IodTN• 2X E LKO TO WALL PLATE 1/2• COX PLYWOOD, TYP. Near -r 3/4••11 -r AJ ;; A .i i r ► T : � b'Yl • . r , ! 1 1 5 2(O3 L 1 4 r'remier Engineering. i A Q... 4 a 114 4 ..lIa IIIVISIONS DATE SK 1 TX Y o � : ': As r tlf MOM '•4' /V• Dar • r (w SECTION A•A 1S" DIA. X 6' -6" DEEP CONC. FTG LOCATED PER PLAN (3) ,dal NAILS, TYP. P.T. 2X4 1 BOTH SIDES SECTION SECTION Iod • t," OC led TN • i" OC, RIM JOIST TO WALL PLATE 1/2" CDX PLYWOOD, TYP. 1 • • • • . • • � yM �• DIA. STD. STEEL PIPE WILLARD SECTION 3/4 "•r-O' 1Cd NAILS a b" OC TJI BLOCKING, TYP. TJI FLOOR JOISTS PER PLAN T610X6X5/I6 BEAM IW 3/4" DIA. X 2 1/2" THREADED STUDS) • 24 • EA. SIDE 3/4 " 2X6 BLOC, • 4' -m" OC IU/ ldld NAILS • 3" OC 2X6 5111D6 • 16 OC, TYP 314•.r.E• T'ERS PER ROOF PLAN TJI JOISTS PER FLOOI! PLAN I/4 " DIA. X1 "WOOD SCREW • 34■ pc. TI AU PRE - DRILLED HOLES SI C$4ANNEL SW DIA. x 6" THREADED STUDS • 34" OC, TYP. P.T. 3X6 I.'2 STEEL CHANNEL PER FLOOR FLAN SECT ON vr.re� P.T. 2X6 I P•2 SECTION Frew 2"3c2"X1/4" PLATE WAI ER, TYP. WO" DIA. X`" TWIISADED STUDS • 24" OC, TYP. P.T. 3X6 ice? STEEL CHANNEL PER PLOOR PLAN P.T. 2X 2,CrX1/4" PLATE WASHER TYP- ITT2SS HANGER CONT. P.T. 2X1 I•P'2 WS" DIA. X 1 1/?" THREADED STUDS • 16 " TJI JOISTS PER FLOOR PLAN V4" DIA. X 1" WOOD SCREW • 24 OC, TNRU PRE-DRILLED 14OLE8 SECTION 3#4"•r-r i+OLDOYN PER FLOOR PLAN 1/s• DIA. TWAEADED NOD • WOLDOYIN STEEL CWANNEL PER FLOOR PLAN SECTICN P.T. 3X6 1., (3) 5/16 U 5 STIFFENERS, I EA IDE OF 'vs" Roo P.T. 3Xb 11m2 4X4 DF"2 POST 3 1/13X10 V2 GLU -LAWI BEAM PER ROOF PLAN (2) 2X12 FF'2 • RIDGE SLOPED U26 WANGER TYP. 2313 WM RAFTERS -- '' . • 24" OC, TYP. r r I I III P� SECTEN SECTION A34 CLIP • EA. SIDE A34 CLIP • EA. SIDE 3 4'.114• 3/4 "•r.r • STIFFENER � i/16X4xl2, M111. TO SECT, 114, TYR, • 4 CO MO OF BLDG STEEL CWAIAIEL PER -.\ FLOOR PLAN i L3 1/2 X 3 1/2 X 5/I6 X0 -S• W/ (3) 3/4" DIA. BOLTIN EA. LEG 3 1/15XI0 I/2 GLU -LAM BEAM PER ROOF PLAN T612 TWIST S r —•—r STEEL CHANNEL PER FLOOR PLAN SECTION • 314••1 2X6 1RAFTERS BEYOND SECTION SECTION !H•. •'-i" ELEV. OttrAPP MS STRAP X28" • EA, WALL PLATE • EA. BEAM (2) 2X6 CRIPPLE STUDS BELOW BEAM 314•.r.r STEEL CHANNEL PER FLOOR PLAIN 1.3 VMS I4XV4X0' -3►" 1V (a) 3/4• DIA, BOLTS, TYP. EA. SIDE OF TS SEAM TJ1 JOISTS PER FLOOR PLAN (3) 8d TN • EA. RAFTER TC WALL PLATE 2X6 STUDS a 16" OC, TYP. SECTION �ia6 RAFTERS .2iali RAFTERS • 24" OC .... .w.a.,..,.�_. - , 2"X2"X1/4• PLATE WASi1ER TYP. P.T. 3X* I rICIC WONT DURUM ITPtAtAlfrOPItTATICN S/11r TWICK YES smEhSR YI/ (3) 1/4' DIA WOLEE. TYP. • TS BEAM P.T. 2X6 I"? 3N4••r4r. led • 6" OC SECTION SECTION • IodTN• 2X E LKO TO WALL PLATE 1/2• COX PLYWOOD, TYP. Near -r 3/4••11 -r AJ ;; A .i i r ► T : � b'Yl • . r , ! 1 1 5 2(O3 L 1 4 FORT DENT WAY 1 1 r r r PROJECT AREA SEE SHEET 2 4 Maio - Mar FORT DENT EXPRESSO TUKWILA, WASHINGTON EXISTING BUILDING FORT DENT 11 FORT DENT WAY ..... r_, _ #• i 1 1 1 1 s. I V 1 L 1 1 - -"''► 1 i 1 ti i 1 1/ • 1 • f 1 EXISTING BUILDING FORT DENT III 7100 FORT DENT WAY CITY Cr TUKWILA arm OAANA011 MURAL NOII1111 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN IPUSUC WORKS ASSOCIATION. WASHINGTON STATE CHAPTER, 1904 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CRY or TUKWILA DIGINEERING STANDAR06. 2. M APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN 3. IT SHALL BE THE SOLE RESPONSIBIJTY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTMTY IN CITY RIGHT -OF -MIRY. 4. PRIOR TO ANY CONSTRUCTION ACTMTY, THE CRY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILRES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY MID NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILRIES UNDERGROUND LOCATION SERVICE (1- 800 -424- 5555) PRIOR TO CONSTRUCTION. THE OWIER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED F A UTILITY CONFLICT EXISTS. 6. CATCH BASIN - TYPE I - PER WSDOT/APWA STANDARD PLAN B -1 OR ASSOCATED SAND AND GRAVEL C8 -15, OR EQUAL. 7. CATCH BASIN - TYPE I - PER WSDOT/APWA STANDARD PLAN B-1 E (48 -INCH I.D. OR 54 -ITCH I.E. AS DESIGNATED) OR ASSOCIATED SAM AND GRAVEL C8 -19, OR EQUAL. 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PLAN 8 -12). 9. ALL TYPE I CATCH BASINS SHALL HAVE LADDERS OR SAFELY STEPS PER WSDOT/APWA STANDARD PLAN B-12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT/APWA STANDARD PLAN B -2A. 11. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL.. 12. ALL OIL,/WATER SEPARATOR C8 GRATES SHALL BE OF THE ROUND SOLID LOCKING TYPE. 13. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESKNATED: A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT- TREATED STEEL), MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH x 1/2-INCH Cc RRUGATION, WITH WATERTIGHT CONNECTING BANDS. B. CONCRETE. PER A.S.T.M. C -14. CLASS I. NONREINFORCED BELL AND SPIGOT (WIN BELL FLUSH WITH C.B. WALL OF USED), WITH RUBBER GASKETS. C. P.V.C. CONFORMING TO A.S.T.M. D -3034 - SDR 35. D. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) PPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL RIB ALUMINUM (OR ASPHALT-TREATED STEEL) PIPE. 16 GAUGE, w /34-INCH 3/4-INCH RIBS AT 7 -1/2 INCHES O.C. G. ADS TYPE N -12 HIGH-DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REOINREIIENIS OF AJIS.H.T.O. 11-294. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT/APWA SECTION 9- 30.7(1)8 FOR ALUMINUM AND P.V.C. PIPE, AND SECTION 9- 30.7(1)A FOR CONCRETE PIPE ALL TRENCH BACKFILL SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER A.S.T.M. D- 1557 -70. 15. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WNASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS P LACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE IF THE NAME MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL BAiCKFILL FOR PIPE BEDDING,' THE FIRST LEFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MNAMMAL. IN THE BOTTOM THE TRENCH Is LOOSENED, REGRADED, A COMPACTED TO FORM A DENSE UNYIELDING BASE. 16. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAMS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SFIALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6-INCH (OR 8-INCH DIAMETER WHERE SHOWN) P.V.C. (RIGID, NONPERFORATED FOR ROOF DRAINS, PBFORATED FOR FOOTING DRAINS.) SUFF10ENf CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRAINAGE/GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRNN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEAN01l15 AND SUBI/R SAME TO 711E CRY ENGINEER, AND OWNER UPON COMPLETION OF THE WORK. 17. ALL ROOF AND FOOTING DRAINS SHALL BE LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PLAN TO BE SAVED. DRAIN UNES SHOULD BE LOCATED OUTSIDE THE DRIP UNE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAIN PIPE. 20. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM. IF REQUIRED, SHALL BE IN ACCORDANNCE WITH THE A.P.WJA. STANDARD SPECIFICATIONS, SECTION 61- 3.02„ 1981 EDITION. 21. PRIOR TO OCCUPANCY, THE PERMANENT STORM MANAGE SYSTEM MUST BE CLEANED OUT BY PIMPING. (DO NOT PUMP OR DISPOSE INTO MIRY OTHER STREAM, STORM SEWER, OR SANITARY SEWER SYSTEM.) 22. RIP RAP ROCK FOR EROSION PROTECTION SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK( AGGREGATE TO BE AS FOLLOWS: 12 / INNCHHES - 2 INCHES NNCHES - 10 PERCENT - 40 PERCENT 4 INCHES - 8 INCHES - 40 PERCENT - 70 PERCENT 23. TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE CITY OF TUKWILA. 24. WHEN PLAIN ALUMINUM PIPE OR PIPE ARCH IS USED WHERE R WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PIPE, AIL ALUMINUM SURFACES IN CONTACT WITH THE CONCRETE OR CONCRETE PIPE SHALL BE PAINTED WITH TWO COATS OF PAINT. THE ALUMINUM PIPE TO BE PANTED SHALL BE CLEANED wnH SOLVENT TO REMOVE CONTTAMINNTS. AFTER CLEANING, THE PIPE SHILL BE PAINTED WITH TWO COATS OF PAINT CONFORMING TO FEDERAL. SPECIFICATION TT -P -645 (IIIIMSR.rraWhilNIPM113WANSIIPPy Works Department for conformance with current C i t y standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinanoas. The responsibility for the adequacy of the design rem totally with the designer. Additions, deletions or revisions to these drawings after this date will void this =septa and will requite • raubmittal of rsvlrsd &wino for subsequent approval Final actoeptanco Is subject to field biped= by the Public Waits Wilda i ipi Date: 0 fi VICINITY MAP NOT TO SCALE CITY CIF 'TUKWILA ORADI O CIBERAL NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBUC WORKS MUTES INSPECTOR AND SCHEDULE A PRECONSTRUCTION FETING. 2. NOTIFY UTILITIES INSPECTOR AT ( 206) 433 -0179 AT LEAST 48 HOURS BEFORE STARLING PROJECT SITE WORK. 3. REQUEST A PUBUC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE AND Ir PROVEME NTS RESULTING ROM CONSTRUC ION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMITS) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CTIY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAIABLE AT THE JOB SITE 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE APPROVAL FROM THE OWNER, TFIE ENGINEER, AND CITY OF TUKWILA, 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. & CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SFWl PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. All SURVEYING FOR PUBJC FACIJTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UG'ENSED UND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO MVO 1929. 12. THE CONTRACTOR SHALL REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION,' WASHINGTON INNGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CRY OF TUKWILA ENGINEERING STANDARDS. 14. ALL LOCATIONS OF EXISTING UTILRIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER MD AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WENCH MAY AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED F A UTILITY CONFLCT DUSTS. 15. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO M 95 PERCENT DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED 16. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING. 17. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED N ACCORDANCE WITH CITY OF TUKWILA, WSDOT/APWA STANDARD PLAN B-11, AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT -UNE CUT WITH SAW 114 A CONTINUOUS UNE A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKF LL AND COMPACTION. A PERMANENT HOT MX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR THREE (3) ITCHES. WHICHEVER IS GREATER. CITY O - T 1 PC '11j AUG 5 U 1 51 :., 3 t- ESIBUNIELJaltiagsBERN PROPERTY TAX ACCOUNT NO. 295490 -0425 LOT 1 OF SHORT PLAT NO. 79-7-55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO 7908210370. TOGETHER WITH THE FOLLOWING DESCRIBED PORTION OF LOT 2 OF SAID SHORT PUN; BEGINNING AT THE MOST WESTERLY CORNER OF LOT 1 OF SHORT PLAN N0. 79 -7 -55 ACCORDING TO SHORT PLAT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 7908210374 THENCE NORTH 63 35'49" EAST 237.32 FEET TO THE MOST NORTHERLY CORNER OF SAID LOT 1; THENCE SOUTH 28 24'11' EAST 227.32 FEET TO CORNER 0E11E0N LOTS 1 AND 2; THENCE NORTH 63 35'40' EAST ALONG THE SOUTHEASTERLY UNE Of SAID LOT 2,25225 FEET; WHENCE NORTH 26 24'11' NEST n.65 FEET; THENCE NORTH 56 15'11' SST 234.09 FEET; THENCE NORTH 31 12'43" SST 8230 FEET TO N4 INTERSECTION %NTH THE NORTHWESTERLY UNE OF SAID LOT 2; THENCE SOUTH 58 47'17' SST ALONG SAID NORTHWESTERLY UNE 10237 FEET; THENCE SOUTH 55 3913' WEST ALONG SAID UNE 63`16 FEET; THENCE SOUTH 48 39x58' WEST ALONG SAID LIE 5543 FEET; 1H O CE SOUTH 39 21'15' TaST ALONG SAID LIRE 8124 FEET; THENCE SOUTH 30 041I' WEST 85.21 FEET TO 1)IE MOST 11131TRLY CORNER OF SAID LOT 2; THENCE SOUTH 37 36'40' EAST 2092 FEET TO THE PONT OF BEGINNING. 1 1:1:10 3 a 32 RECEIVED JUL 2 0 200 TUKWILA puP uc WORKS CORRECTION LT R # MOM CITY OP TUKWILA JUL 2 8 2003 t CENTEPI a 1 EXPIRES 9/23/03 1 1 c 1 a g r„, ir N (NI 8 op cr w csi uj M N N CO N N CA CO CO I I 3 g 11 ! I M 0 v 0 r) 0 0 C ^ , 4 0 0 E 0 0 U1 i • a Materials: (Ad Nee) PVC - Ain. schedule 35. Concrete - Where seR conditions permit and alopes are IIMR than 15x. Ductile iron4.oWpetir)4ens snowed) - peat or potential corrosion ores*. Ductile or Coact Iron - justified due to wowing velocities or soil problems. Cower 12- Won Cover merited aver oh pipe. Slaps: Min. 2X Marc. 2010 without anchors Anchor for >20X Pill Existing Septic City of Tukwila SANITARY SIDE SEWER DATE: 11/22/96 EXPIRES 9 3 03 • ;DM Fi 21 .00 NOTES: NOT TO SCALE N EX. SSMH /// RIM-27.18 -� 1. THE CITY OF TUKWILA HAS AN UNDERGROUNDING ORDINANCE REQUIRING POWER, CABLE, AND TELECOMMUNICATIONS SERVICES 10 BE PLACED UNDERGROUND. 2. ALL PAVEMENT RESTORATION SHALL BE PER CITY OF TUKWILA PAVEMENT PATCHING DETAIL RS -3, AS SHOWN ON PUNS. 7 w d • V IE =16.13 •,` 6" MIN EXTRUDED CONCRETE CURB DETAL i -------------- \ l r \ t ' NEW CURB 4 - / '`'''-` ■ 'POPE OPENING AT AT CURB IV�•;E . +- TO EX. CB - . . •,, '''''..*■:,_ - EX CB INSTALL: 1 _rx6" TEE IE =17.92* (FIELD VERIFY) `y\ ` __J N NaER oErm. J ` EX CB 'r. COMMERCIAL WATER W/ 1 s TYPE s e UNE TO P M �/ �1 t 4 1 .I.0 RIM - .25 600 ‘` w / • , EX. 1 „ `_D NEW CURB PER DETAIL , ' STORM, UTILITY AND SITEWORK PLAN r L t o - 7 / r , ppo& 70 F / "/ uC"r , MOP vow 71415 / (5 Rao E , U. 10' y < .x • 1N44_ • oRG r 6 / r 1 1 - -J • i Cast Iron Ring And Cover 0GMTE f1 4/4`. FOCI 1t #2 -1 CONCRETE METER BOX TRAFFIC 1!1) WHERE REQLJ1RED PLASTIC IN LAWN OR STEEL, IN DRIVE ARIAS WRY IN Prai As Ind o tid * 1/8" -3/4 City of Tukwila NOTE; 1. SINGLE SERVICE UNES ARE 3/4' TO 1' DIAMETER(CTS). 2. EQUAL MATERIALS MUST BE APPROVED BY 111E CfrY. 3. COPPER SETTER FOR SERVICES WITH MULTI- RESIDENTIAL EQUIVALENTS AND ALL COMMERCIAL SERVICES SHALL HAVE A BY -PASS WITH A VALVE WITH PADLOCK WINGS. 4. NO METER BOXES IN SIDEVALKS AND DRIVEWAYS- WHERE POSSIBLE. 5. SAND BEDDING MATERIAL SHALL BE USED TO BAGKFILL AROUND CORP STOP AND SERVICE UNE. City of Tukwila w CLEAN-OUT DATE: 1 1/22/96 POSSI��- PART$ LIST: 3 - 1 • COUPLINGS MUELLER 110 X MOLE STOP 1 - 1` OR 3/4" CORP STOP F1P X 110 1 - 1' OR 3/4' X 2' BRASS NIPPLE 1 - 1/4:" X 1" OR 3/4' BRASS BUSHING 1 - TAILPIECE X 110 DATE: 11/22/96 - TYPE K COPPER PIPE PVC - POLY ERIYLEI& 1/S -18 RESIDENTIAL WATER METER Vr=AN SS-2 ■ • g G 7 O ti I T" v These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is 'subject to errors and omissions which do not authorize violations of adopted standsrds or ordinances. 'The responsiblity for the adequacy of the design rests totally with the designer. Additions, deletions or rabic= to these drawings after this date will void this =pia= 1 and will require a resubcoittal of revival &Mop for subsequent approvaL - STREET rxriterallIE 8 or LARGER HAIN SEVER Use SIAM fro Existing Mein. ei Final acceptence is sub)ect to field inspection by - the Public Works ntilides bap= Date: gli Sanitary Sewer Mutt ir Below Vketer Line When Crossing. 1 8 cc 031 2 igl v. 8 1 1 g 1 Tt N. 1 (c• 62 CM CO CC i CSI CM w 2 0 CV CO in in CN In to CN IL 1 ' 1 .12 2`i §g g gi 0 0 CNJ CSI