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HomeMy WebLinkAboutPermit B94-0261 - GT DEVELOPMENT - TENANT IMPROVEMENT AND ADDITIONCITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Bo eva d, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BUILDIF3 PERMIT APPLICATION PLAN CHECK NUMBER BUILDING.PERMIT FEE PLAN .CHECK FEE BUILDING SURCHARGE- : : AMOUNT:'. .RCPT :# OTHER: TOTAL: SITe[450 1 4A 4./ SUITE # VALUE OF CONSTRUCTION - ?go " ASSES AI ACCOUNT # d PROT N EIf NT J C TYPE OF U New Building ::• ddition ■ Tenant Improvement (commercial) Demolition (building) WORK: 0 Rack Storage 0 Reroof Remo el residential 0 0 her: DESCRIBE WORK TO BE DONE: /0 % 0 p f/i, Q e4/ li1 d / , Gy oh Pa Q e f �ln f 1or1 terailo ak 4 e I f BUIL IN USE (office, rerouse, etc. t J 0 /4;' , ',.1.. J ., , fie &m/g. NATURE OF BUSI ESS: . Armor ewe It requirements may need to be met. Please explain: htkui WILL THERE BE A CHANGE IN USE? ► No 0 Yes If Ye , ew building C( 1(1L 1 SQUARE FOOTAGE - Buildin 3 jnant Space: Area of Construction: OR HAZARDOUS MATERIALS IN THE BUILDING? WI L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE o 0 Yes IF YES, EXPLAIN: PROPERTY OWNER �i . , PHONE -� .. • ADDRESS 1. . -. ZIP .. j 4 , CONTRACTOR / - PHONE - . ■ ,. ADDRESS Aleje4 // » g . A. •� ZIP ,j f WA. ST. CONTRACTOR'S LICENSE # . . � 5' 1e. if e) V EXP. DATE ARCHITECT to Ld ` £- PHONE 3 t4 7 6.5 ADDRESS . ZIP!, Zit. I HEREBY CERTIF:Y:: THAT :I .HAVE. READ AND .:EXAMINED THIS APPLICATION ;AND.KNOW THE SAME:' BE TRUE AND CORRECT. AND ! A '.`. HQRI PTO. APPLY F ►R THIS "'PERMIT BUILDING OWNER SIGNATURE // DATE 7 �"'� 9ft OR .f�i� is� J - AUTHORIZED PRINT NAME / �1 �., / PHONE 3:0 AGENT ADDRESS I ../ CITY/ZIP CONTACT PERSON APPLICATION SUBMITTAL In order to ensure that your application is acccepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. PHONE 314-, 3 DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES is 1 COMMERCIAL NEW SUBMITTAL CHECKLIST OMMERCIAL BUILDINGS/ADDITIONS Completed building permit application (one for each structure) Assessor Account Number - ? ?Cp e, o sets:(2) of the following: Specifications COMMERCIAL TENANT 1MPAOVEMENTS I I Completed building permit applicadon (one for ea tenant) Assessor Account Number. Two (2); sets of construction plans,' which include _ Site plan • Locadon,:of tenant space •• Existing and proposed parking • LandscaPo plan •(11.appliyable, i.e•,;cl 68tructural:calculations stamped by a Washington State license lgineer, , Soils report stamped by a Washington State licensed engineer:; 6 graphical; survey Energy calculations stamped by a Washington State licensed engineer or architect f_1 Log 1 description L. orking drawings, stamped by a Washington State licensed architect, which include,:- • Site plan • • Architectural drawings ; • Structural drawings • Mechanical drawings • Elevations Civil drawings • Landscape, plan Overall;build�ng plan::;` ..:Tenant location Use of :adjacent :(common wall).tenant •:Overall dimensions of building or square foetal Floor plan of proposed tenantspace Tenant.space plan wtthuse of each room lebeil •;Exit doors egress patterns New walls, existing wall; and wails to be demolishe Construction details Cross sections showmg.wali construction. attachtnent for floor and:cetiing Structural calculations> stamped by a Washington;3mte licensed engin be d tr ctu I work i t tie do a (2 is mpleted utility permit. application Six (6) sets.ot:civil drawings ear may: require t .s a ra s o n se • an utdi ::work is to be dohs, se orate ubirty:perm NOTE !l: y ty p application and plans NOTE: See utility permit application and checklist for specific utili . submittal requirements. ;REROOF; Completed building permit application Assessor: Account' Number:: Narrative descr(bing existing •roof, material being material being installed. NOTE A certification letter is required prior to final rnspecionand sign= RACK STORAGE - Completed building permit application - Assessor Account Number Two (2) sets of plans, which include :: 1 Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions. of all aisles Tenant space floor plan showing rack storage layout, aisles': and NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan, Structural calculations stamped by a Washington State licensed engineer (rack storage.' and over). RESIDENTIAL ontilar each structure ANT ENNAISAT ELUTE "DISHES Completed building permit application Assessor Account Number Two,. (2) sets of. plans.: which include; Site Plan (showing building and location. of antenna/satellite dish) Detalis .antenna/satellite.dlsh:'and method of attaohmen Structural .calculations::stamped by a Washington State engineer maybe required NEW SINGLE-FAMILY DWELLINGSiADDITIONS ll 11 RESIDENTIAL REMODELS :Completed building permit application Assessor Account Number • 1 Two :(2) sets of working drawings which include: Completed building permit application (ono for each structure) Legal description Assessor Acroun' ■iumher El Two sets (2) of.working drawings, which. include :' • Site plan . —..-- ion elan show Closestt hydranrlocaaon • Foundation plan . . Include access to building, showing • Floor plan width and length of access) : • Roof plan • Building elevations (all views) • Building cross - section Structural framing plans Washington State Energy Code data Completed utility permit application. Site plan: •'Foundation plat) .• Floor • Roof plan:. •. Building.ele■ations;(all views •` Building crosssecbon :StructUral framing plans : NOTE :.11 any uttltty;work is•to be done provide utiiltypormlr appilcabon` and plans must: be; submitted REROOFS. Completed building permit application I n Six (6) sets of site plans showing utilities .: NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal.requirements.: Additional topographical and soils information may be required if unique site conditions. Assessor Account Number one :for aeach ;structure Narrative describing existing root, material being removed; material being installed NOTE A •certification fetter Is required prior to final inspection and sign - off of the permit. CITY OF TUKWILA Department of Cc nr nunity Development — Permit Ce 6300 Southcenter . Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 1'21- 0(_o PROJECT NAME SITE ADDRESS (0 X131 LI LI &t-- CST T)_e_,\)-12- 1oQmwri- SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT; BUILDING - initial review ,K FIRE - PLANNING PROVED REQUIREMENT MEN' (ROUTED) INIT: INIT: CONSULTANT: Date Sent - "1 -$- Date Approved - "I 0` FIRE PROTECTION: Sprinklers (J Detectors (j N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: BAR/LAND USE CONDITIONS? REFERENCE-FILE-NM:— MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? BUILDING OFFICIAL INIT: Yes No E- PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes O No UBC EDITION (year): REVIEW COMPLETED AMOUNT OWING: CONTACTED DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: . (ink) 3RD NOTIFICATION BY: (init.) 01/08/93 City of Tul 'ila Central Permit System – Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Applk •►n P Ka-q u 0@(0( Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION �OJECT > Site Address: (9 ' INFORM ATION Name of Project: Property Owner: .Q yn Street Address: Engineer: gpfiA,mi E Street Address: ! rj 72n/ 4.o, r. Contractor: Street Address: 3 2#c 7/ ,Qe, King Cty Assessor Acct #: REQUEST Phone No.: City /State/Zip: Phone No.: City /State /Zip: Phone No.: City /State /Zip: Contractors License #: ❑ Channelization /Striping /Signing Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) – No.: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start /end times' Date: ❑ Sanitary Side Sewer – No.: Sizes: 1. ' /a l &r4 1 g95&32 7szt(= . ., {':; **** k• k***** k**** k******* k** k****** kk*** *** ** * * * *•A * * * *** *** ** * *** CITY OF TUKWILA, WA TRANSMIT k ********** *k ** **4r•/t** ** ** *** ******* ** *.*** **:t*** *k***k * * *•*A* ** *. TRANSMIT Number. .34000812 Amount: 2,977.98 07/07/967 423 Permit Non 894 -0261 Type: UHHUILD BUILDING PERMIT' Parcel Na: 336590 -1570 Site Addre8$: 6437 9 144 8T Payment Method: CHECK Notation: LANCE MUELLER mite SLB * k* * *•k *** k*•** ****** *• Ask* * ** k * **** * * ** * ** *'** h***** k *** h****** * *•k *•A Account Code Description Paid d 000/345.830 PLAN CHECK NONRE8 2,977.:8 Total' (This, Payment): 2077.98.' Total tees: .Total All Payments: Balance: 7,`63.98 2,977.98 4,586.00 GENERA 2977.98 TOTAL. 2977,98 CHECN 2977.98 CHANGE 0.00 3442A000 09 :46 LANCE MUELLER & ASWQCIATES /k/t.„1, �'t. /1 / J%1 LEGAL DESCRIPTION G.T. DEVELOPMENT - TUKWILA, WASHINGTON (PER 11COR TITLE INSURANCE COMPANY, COMMITMENT JUNE 25, 1987, AND CHICAGO TITLE INSURANCE CO., LOTS 1 THROUGH 10, BLOCK 16, HILLMAN'S SEATTLE IN VOLUME 11 OF PLATS, PAGE 24, IN KING COUNTY, NO. A- 371406 UNIT 5, A- 371407, DATED POLICY NO. 92285 DATED AUGUST 28, 1987). GARDEN TRACTS, ACCORDING TO PLAT RECORDED WASHINGTON PARCEL "E" (PER G.T. DEVELOPMENT CORPORATION) THAT PORTION OF THE PUGET SOUND ELECTRIC RAILROAD RIGHT -OF -WAY IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BOUNDED ON THE NORTHEAST BY MULE AVENUE, ON THE SOUTHWEST BY SR -181, ON THE SOUTHEAST BY RIGHT -OF -WAY NO,. 2 AND ON THE NORTHWEST BY RIGHT -OF -WAY NO. 3, BOTH RIGHTS -OF -WAY AS DESCRIBED IN KING COUNTY RECORDING NUMBER 6557639. ASSESSOR ACCOUNT NUMBER - H336590- 1810 -02 RECEIVED CITY OF TUKWILA JUL 0 i 1994 PERMIT CENTER 130 LAKESIDE • SUITE 250 • SEATTLE, WA • 8E122 • (208) 325 -2553 • FAX: (206) 328•0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS • CITY OF TUKWILA Id: ACTP10 Keyword: UACT Activity Maintenance - Valuation Calculator Permit No: B94 -0261 Tenant: GT DEVELOPMENT Status: PENDING Address: 6437 S 144 ST User: 1671`, _,.. KUTAMAN BUILDING PERMIT Valuation Summary Occupancy Of4Etie�:�x,x °# Warehbuse� � , Type [ ^s„ Enter factors or F2= Select CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B94 -0261 Status: PENDING Fee Information 4Buir 1di nq Fee (Y /N) • Y Other Bldg Fee (enter $): ,. 4PlanF�'Revi 43 Fse (Y /N) • Y Other Plan Rev (enter $): Building `Sut 'a" 401(Y /N) ..: Y Calculated Fee: Additional Fees Work w/o a Permit (Y /N).: Inspect After Hrs (hrs).: Reinspections (hrs) Other Inspections (hrs).: Add'l Plan Review (hrs).: No. Radon Monitors • '.';OTAI PERNXW '`E. F7= Update, F2= Previous Line, Date of Table used: 04/01/1994 Factor Sq. Feet Valuation 52#4W2 52M461W1g202AP A47 0104 . 22u 7 t� r r Z38T 82 0 t 88 "4' "70 7 * . - Subtotal: 62,995 Multiplier 1.00: Addl Fixed Amount: Occupancy ESC =Exit Val Calc Keyword: UACT User: 1671 Tenant: GT DEVELOPMENT Address: 6437 S 144 ST Type: B -BUILD e5`18 0 1 t8 .00 PIWOWNO .00 tMMRSVI 9,649.58 .00 .00 .00 .00 .0 .00 .00 F1= Screen Index, ESC= Cancel Update 2,152,686.55 2,152,686.55 .00 1'02 r '1,524. ,6 8,6 it4) 07/19/94 BUILDING PERMIT Vers: 9101 Screen: 02 EXIST BLDG SQFT: NEW BLDG SQFT..: CONST AREA SQFT: # OF STORIES...: 2 14055 '38780 50135 Archive Date...: / Microfilm Date.: / Radon Monitor #: (see comments for multiple radon monitors issued) CITY OF TUKWILA Id: ACTP130 Keyword: UACT Activity Maintenance - Valuation Calculator Permit No: B94 -0261 Tenant: GT DEVELOPMENT Status: PENDING Address: 6437 S 144 ST User: 1671 Valuation Summary Occupancy Type 1,WOOliieag4WWWWW GYP " x11 ` Enter factors or F2= Select Occupancy CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B94 -0261 Status: PENDING Fee Information ttf .., f. .tip^") "^t B`u 1 g:���F (Y /N) • Y Other Bldg Fee (enter $): ±e.i:'QSit`E1( Y /N) • y Other Plan Rev (enter $): 4-,_1112441413113,...„1,k, 0,4#00 (Y /N) • • Calculated Fee: Y Date of Factor ti4 07/19/94 BUILDING PERMIT Table used: 04/01/1994 Sq. Feet } Valuation rte.. fa Erta t�.�ci'1'1 s Subtotal: 50,135 Multiplier 1.00: Addl Fixed Amount: ESC =Exit Val Calc Keyword: UACT User: 1671 Additional Fees Work w/o a Permit (Y /N).: Inspect After Hrs (hrs).: Reinspections (hrs) • Other Inspections (hrs).: Add"l Plan Review (hrs).: .0 Vv. Radon Monitors • F7= Update, F2 =Previous Line, Tenant: GT DEVELOPMENT Address: 6437 S 144 ST Type: B -BUILD .00 MVOS .00 k: 2 x5W 7,563.98 .00 .00 .00 .00 .00 .00 F1= Screen Index, ESC = Cancel Update 1,520,741.65 1,520,741.65 .00 OMP52b x 1 1.651, 07/19/94 BUILDING PERMIT Vers: 9101 Screen: 02 EXIST BLDG SQFT: NEW BLDG SQFT..: CONST AREA SQFT: # OF STORIES...: Archive Date...: Microfilm Date.: 14055 38780 50135 2 Radon Monitor #: (see comments for multiple radon monitors issued) FRANKLIN ENGINEERING MECHANICAL CONSULTING 141 rsIA FP, tIKL I N EtIC. I NEER 1x04 Thir.61 Aver'tu Suite 7,00 G t. Ie, 20662:S7403 206% 62 2. -7: FY-5 W'A 9 ;Q1 FAX Zoe/ s2,''S f 03 Firm: t#14,tc,a, FAX Transmission Date: 6? project: t t 1-� t7 kwi (.+- -- Remarks: V4- : 5.---" do oLie- QAPi, --,#Y i s . 5 G �l f /io 4-4) nil v-170.7" S Z Ym-42-; ,4 kiwi/ /Q-,2/ 4e, lag) F-o o f (W;6').'" ,e"30 ho'7fr "S A-// ,6a A , «ski , 4,) /6''Q• c, 9 . vz>i wit g--7 A-R �— Vi3 I .2 /1 c'srf-ei-t4 eie) 1 ?/144 CITY OF TUKWILA JUL 07 1994 PERMIT CENTER FF :Ah11:L IN ENGINEER 2066237403 1994 Washin•to 'ate Nonresidential Ener• Code T1 Iiance Form Envelope SHGC + alci . tiOns . Climate Zone 1 ENV -SHGC tN,� W�ie,n�ts� Stag Eno.Ds Coos t.mpoam.• earm� P . 04 Vertical Glazing List components by assembI'j ID & page i SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Proposed SHOC Target SHGC Apht, 1494 Plan ID Plan ID g Plan ID' Plan ID. Plan ID: Plan ID: e"..z1W;77 2e.=1— ----77417L7 61 x.4647- =,261(0.4- Glazing % Electric Resist. Other Healing 0.20% 1.00 1.03 >20.30% not allowed 0.85 >30.40% not Allowed ' (see Table 13-1 for CondMasonry values) 'Note: Manufacturers SC may be used in lieu of SHGC, For compliance: 0.45 - Totals �J� ( 34 02,' Totals f 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. .41 (31. 6, Overhead Glazing List components b assembly ID & page # Plan ID; Plan ID: Plan ID: Plan 10: Plan ID; Plan ID: Proposed SHGC Target SHGC SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A . e 5 x. 43 2 = ,200, LOP A 'Note. Manufacturers SC may be used in lieu of SHGC, For compliance: Totals :1-60.1?) Glaring % Electric Resist. 0-20% 1,00 >2040% not allowed >30 -40% not attowed (see Table 13-1 for ConclMasonry values) Other Heating 1.00 0.65 0.45 Totals 1) Proposed total area shalt equal Target Total Area. and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed In Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used rn calculations below. Roofs over Attics Other Roofs Walls 1: OGa 2.OGe 3: VGe 4. 5: 8: Max Gtaztng Area (Table 13-1) 100 Target 00 Area In Roofs over Attics 17: Roola over Attics Other Roofs Walls, 1: leseet (circle) 7: Max OG Remaining Maximum Target Glazing Area _ 17: 1 Target 00 Area In Other Roofs 8: Proposed Opaque Area 4: 5: + Proposed OG Area f1: 2: Total Ta get 00 Area (bum $t0 + #11) 2: B lesser (circle) 8: Target OG Area 10: 11: 12: Target VG Area 9; Target Opaque Area 13: 14: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area '6; + 1 l Note' If there is more than one type of wail, the Target VG Area may be distributed among them, and separate Target Opaque Areas found 9: 115: Note: OG a overhead glazing VG a vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 9, 12, 13, 14 3 15 (shaded boxes) are used in the apptic.sble Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. FRtiNk:L I tt ENGINEER 206623740 1994 Washing' ^'-1 State Nonresidential Ener Com.Iiance Form Envelope. UA. Catcu. ions • • Climate tone 1994 Wettueotoe Stite NentetudeeVal &eray Cone CerecoVee t:orreu P. Project Address Data Ipace Heate ❑ Electnc resistance All other For Building Department Use Glazing Area as % gross exterior wall area 2. 14 5 % Concrete/Masonry Option - Y *s ❑ 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 4 Proposed UA U- factor x Area (A) = UA (U, X A) Target UA U- factor x Area (A) = UA (U x A) 0 u 'N 3 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= PIan 10: U= Plan ID: U= PIan ID: / s X 52-Co ( = 3 14Ce? � i -�1►�� i ar Glazing % Electric Resist. Outer Hating 0.15% 0.40 0.90 >15-20% •0.40 0,75 >20.30% not allowed 0.60 >30.10% not allowed 0.50 (see Table 13-1 for Cone/Masonry values) e t p a R g ° U= PIan ID: U= PIan ID U= PIan ID: U= Plan ID: U= Plan ID: U= Plan ID: U' Plan ID: U Pn D: U= , Plan !D: U= PIan 10: I a "f> X 04 7Q '"-� 3 2- "' (o2w, + _ it:30 x - 5.� .v' G�t Glazing % Electric Resist. Other Heating 0-15% 0.80 1.45 >15.20% 0.80 1.40 >20.30% not allowed 1.30 >30.40% not allowed 1,25 (see Table 13-t for CAW/Masonry values) X - j�i0 , -•-•• -. ` .r� Electtic Realat. Other Heating 0.60 0.60 R, 3c, Plan ID: 154t.fts R= Plan ID: R= Plan ID: .193C, x 1 k2(5C —‘101•'6' .U3 6, X 11,,1t-4- = • • ' Electric Resist. Other Heating 0.031 0.036 y ocg R= 7_1 PIan ID. -+4-/a0t� ere— tom- R2 PIan ID: R= PIan ID: .O4- X .:71'-'7410 t `� •;, •Q ° ' .' :-a 1 S. S,'. Electric Resist. Other Heating 0.034 0.050 . k 1• i .SG'"38. v Q S in OR= R= ii PIan ID: U 1 j�.� R= Plan ID: K, `'i. ( ba `1 a R= Plan ID; 4" s -fe,e4 S -(vt3S R= PIan ID: /. t (Art 0,C,. R= Plan ID: R, 4 1 X 14 =.282840,1 i Electric Resist. Other Heating Ordinary O,Ot32 0.14 Metal stud 0.11 0,14 Conc(int) 0.19 0.19 Conc(oth) 0,25 0.25 _ v PIan ID: R_1 r/ �„} 1' R. Plan ID: 0v Mote, Wek it, Ra Plan ID: '1::2r , Slab -on- Floors Over Below grade 'Jncond Sp. Grade Walls R= Plan ID: R= PIan 10: R= PIan ID: R= Plan 10: PJeculo Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 014 Re... PIan 10: R. PIan ID: R= Plan 10; Rte Plan I0: R= PIan ID: R a Plan ID: Rn PIan ID: PIan I0: .�- Electric Resist. Other Heating 0.029 0.055 0, . I 4-,S ' '7 0, Go ' S' x fad" , 3 SL(t, Electric Resist. Other Heating F•D.54 F•0.54 (see Table 13-1 for radiant floor vawee) R= Totals -7(p, I. 2 :' (01(oq Totalsl 761 c--3,7 ` .--- to, "T=�� l For CMU walls. Indicate core insulation material. on, cemntiance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. FF: AUK LIN ENGINEER 20662? 7407, 1994 Washin ton State Nonresidential Ener Code C- ^m•Iiance Form • infope urtt,mary iIiC1 Wasp.Ir a on 5131. Howes dCn6o1 Energy Cale Conn/Wince Forme Climate .Zori- eve-L4 Pruz.tzb F . 4.t 2 ENV -SUM API, 1994 Project Info Pro)CGt Address Date -a, ..2E3 _ 4 Total Glazing Area (rough opening) Gross Exterior (vertical & overtld) divided by Wall Area times 100 equals 7e Glazing For Building Department Use Conrrete%1`lasonry Option Applicant Name: Applicant Address: Applicant Phone; - [Project Description la New Building Addition 0 Alteration 0 Change of Use (Compliance Option Q Prescriptive , Component Performance (See Decision Flowchart (over) for qualifications) La ENVSTD ❑ Systems Analysis Space Heat Type ❑ Electric resistance .„2r-All other (see over (or definitions) Glazing Area Calculation Note: Below grpde walls, may be included In the Groan Exterior Wall Area if they too insulated to the level required for opaque walls, Total Glazing Area (rough opening) Gross Exterior (vertical & overtld) divided by Wall Area times 100 equals 7e Glazing y %% , +74, 4 X � 00 = Conrrete%1`lasonry Option ►: Chock here if using this option and if project meets all tequirensenta for the ConoreterMasonry option. Soo Oeciaion Flowchart (over) for qualifications. Enter requirements for each qualifying assembly In the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R•values Roots Over Attic U•factor (2- --'2j O , All Other er Roofs .k ___L sJti %.. s,_t_..._... (2-- i-j / Opaque Watts ` "(_T = , i �� R-11 •-- Below Grade Walls 1 Flcors Over Unconditioned Space -- Slabs -on- Grade -- 0--- Radiant Floors ..---- -- Maximum U•faclora Opaque Doors 4 , 0 Vertical Glazing ovemead Glazing 1 • Maximum SHGC (or SC) VerticauOvemead Glazing '.e, 0.4( . SamPheated space` Minimum Insulation R- values Roofs Over Semi•Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior • maximum U•factor is 0.19 Insulation on exterior or integral • maximum U- factor Is 0.25 If project qualifies for Concrete/Masonry Option, list was wtth HC 2 9.0 Btu/ft1•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20•Sb in the Code. — Wall Description (including Insulation R•value & position) U•factor .k ___L sJti %.. s,_t_..._... .�.1epA LANCE MUELLER & AS ...:CIATES AR C H I T E C T S • A I A G.T. DEVELOPMENT. LIGHTING POWER BUDGET CALCULATION A. INTERIOR LIGHTING 1. Allowed Lighting Wattage a. Office b. Production c. Inventory 24,175 s.f. X 1.2 watts /s.f. 23,656 s.f. X 1 watts /s.f. 13,729 s.f. X .5 watts /s.f. TOTAL ALLOWED 2. Proposed Lighting Wattage a. Office 24,640 ± watts b. Production 10,000 ± watts c. Inventory 4.750 ± watts 39,390 ± watts < 59,531 ± watts BUILDING EXTERIOR 1. Max allowed wattage Parking Area Building Perimeter = 29,010 ± watts = 23,656 ± watts = 6.865 t watts = 59.531 ± watts 72,830 s.f. X .2 watts /s.f. = 14,566 watts 886 L.F. X 7.5 watts = 6,645 watts Total Allow. Exterior = 21,211 watts Proposed Exterior Wattage 8,000 watts RECEIVED CITY OF TUKWILA JUL 071994 PERMIT CENTER 130 LAKESIDE • SUITE 260.• SEATTLE, WA • 88122 • (208) 326.2583 • FAX: (2081 32B -0884 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS G. T. DEVELOPMENT Tukwila, Washington Engineers Northwest Inc. 6869 Woodlawn Ave. NE Seattle, Washington 98115 RECEIVED CITY OF TUKWILA JUL 07 1994 PERMIT CENTER ENGINEER-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E, • SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No.., B..10 NAME , iilec../elcy.)ktictr-16 Oof SUBJECT re DATE •," /CTI • 9 9 SHEET ^, OF BY ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 �' ' Jos NO, .J B NAME Cam"+ r / /-eci 1,0 %t C 47 DATE • /CV ',Cie SUDJECT,,,,.,., "" SHEET-5.2' OF BY ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 • _.7r Pe I JOB No JOB NAME `� �e DATE *(.4 c• SUBJECT 7" c 12 SHEET s' j OF BY 1�� c T'.G re = ZS- 77%'-5-P 2. you, /, r /i• SG. 2• O �v uS5 j /.[4vk I / e/1 J d is� c� ,,Q 3 7 -6 we 6; 7 ce e W ‘, 7Ge,1revc j3 /,s c- G R4_ etaft) cd_ ORM sio ,5-Da ,,c 39,r 6 zl 37.5 ; 2-7 pi I ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Joe No. JOB NAME C-P oc.1 012 Gtc. C. t.ae- DATE SUBJECT /a3Vi- SHEETS .( OF BY /agy G 6-67 3 3. cf (1-0 -20 CI' -0 '7 0 •5fmace VC) x 'Y -P )-,.>"- 7.c2 c4.)/ 5-004 3 B1.- ( 11 -4 f'S"' 4710 —› J. 6I' /6 ) 2.Z., /6 t cavo ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No JOB NAME T- Pe 4.)cf DATE SUBJECT SHEET OF (?) t•-• 12 eft c.e. C.■ Jr- 7,9 /.5) ± m- e, (/Ox 413 5-- 0 yo 37 G8 .2-6,- 7r • 6 .= 9e) g "2 • 3 2- C t-57-)C) BY ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No SUBJECT J1 NAME K9-, T �2-e 4..) C• DATE G^/41-9 SHEET 5- OF BY 9 Gv 2. ac- ,e S6 © �3 G t >'� • 3 0. 1 1 k S. 6 fi 5-690 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB NO. JOB NAME (7 r pe DATE SUBJECT 72-eSe,`/P .,1 3' Pr- 4'0 / 7 ',c 7, / erl-• (71 SHEET .5 OF BY T7- eb .3 d. 2g ra-) 8 77 (/ ?, „IT 2 • ci(o 3 • • ce) ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Joe No SUBJECT J0p NAME 70-0af L' 'C .1 co .0 col 2.r ( -/ 2 DATE G./V• SHEET -5' OF BY (2:9 eter-6 ( ) 3m. 6,5 fr...2.30 ) 6 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. • SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 • FAX # (206) 522 -6698 .IOB NO, BUUJECT J09 NAME, �-ecJG fd /> G..� DATE /'' / r SHEET" ' OF BY ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. SUBJECT JOB NAME 6 T // -PcJ -e /Op 14t <77`_ Lc 5- C.) 2U e' L 2te6 b. b DATE 6'• /�'�js� SHEET /1- `OF t leek' r-'7 eit" 2- 2- POI-- 4,- 11 Jo1:sa. `✓ 2..8- 33 e 5- W, /Aox S"= 60‘) /20, �e, G -/7`06 --9 r� c kA k C2;) 37 -G 7-0 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, ME,- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Jos No JOB NAME r DATE 5 56 SUBJECT SHEET/L6 OF 69 al-frt. C.) cf) 3ZVA t) / 7. se 1-c 51-1 wil=•• BY r %, ye..P (50 t 3O) ic 2— 3 r 7-c) t30) 6 ?3-(9•3") /7, 0 /-2, '74 e0( e 9 0. ?C 32.f 3 2_ t) (t) 3Z ( c- 3 9 te, 9 7' .2 /00 ›, 7 cca L) 7/Li /6-& ie ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No. JOB NAME (iT Pe,,-'J DATE SUBJECT 1:004 r) 25' rd/r't4-4 (5 c t 2-0 4/ 3 ) 4.) Fb" • 78 defl e te.) /.f.6.x. ‘5- doll ' 7 7 A.) /6- -r< 3 SHEET Al, 410F BY •■•••■•••. tr" 1 /5-04 1 ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 FAX # (206) 522-6698 Joe No JOB NAME r Pe/' DATE 1•/9 SUBJECT SHEET Hit OF et) / _s- 9 /c( co, 2 2.. (5() 74 3 .16..5;t4 2, .40 (...) 14) /7 . L9r ;2 e 3. 101. rY * ).. 4:2 )4 x 1— BY Le. 0 4 e//t) /7. < 77 /2-)6 / • r3 FG e=3647o de 5-2 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No -JOB NAME DATE SUBJECT p ‘. , '2 G k /• / x /o —8. 3 e.9) J / ® /20 >c .2. 3 3 ts ors "I' .�= /(' Gt) Z 2 to 07 G SHEET ti/ OF BY ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No. JOB NAME SUBJECT C^ /7€ t2e. t..) C. ( 14.C,Gt&L (0 (5-. 7 ,: 5-C% DATE SHEET i 7OF BY ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, NE.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 6-5) No. JOB. NAME T --et.lelt>/:> 4-71— • • ,(1.. DATE • SUBJECT SHEET /:"---* OF BY `r` 26 26 /V 35-6 i 0 :r" k/ /8 N'L 1,4 33 /8 143 4;6 /> 3P- (r` it 35- e, 9 .t:tfl 2.7 1 2 26 ko) ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N,E,- SUITE 205 - SEATTLE, WA 98115 - (206)5254560 - FAX # (206) 522-6698 Jos No. Joe NAME • •• DATE cr' • Se" 81,MJECT • ■ SHEET 2- Or • ;•-•-•• BY / i • , 8 ' ENGINEERS NORTHWEST INC. 6869 W00DLAWH AVE. N.E. E WA 98115 .,Troject Nate : GT DEVELOPMENT Run description: 1200 psf P0001 SPREAD FOOTING DESIGN Version 1.0 1987 F'2 SHEET No -1- 06 -24 -1994 P0001 CONCRETE Pc (KSI).. 3,00 DIST. FROM 130T OF F00TING TO CG OF REBAR..(IN).. 4,50 STEEL Fy (KSI)..60.00 COLUMN DIMENSION -X AXIS- (111).. 10.0 ALLOWABLE SOIL PRESSURE (KSF).. 1.2 COLUMN DIMENSIONI -Y AXIS- (I1).. 10.0 ULTIMATE FACTOR 1.7 MIN REBAR SIZE (0).. 5 HIN REBAR SPACING (IN).. 8.0 MAX REBAR SIZE (1)..11 ** FOOTING SCHEDULE ** FOOTING MK ALL. LOAD DEPTH REIHF. -X- REINF. -Y- REINF. -X- REINF. -Y- MARK (kips) (in) (i02) (inA2) < > < > < > < > < > < > < > F 3.0 9.6 11.0 0.71 0.71 31 5 31 5 F 3.5 13.0 11.0 0,83 0.83 31 5 31 5 F 4.0 17.0 11.0 0.95 0.95 41 5 41 5 F 4.5 21,5 11.0 1.07 1.07 41 5 41 5 F 5.0 26.6 11.0 1.19 1.19 41 5 41 5 F 5.5 32.1 11.0 1.31 1.31 51 5 51 5 F 6.0 38,3 11.0 1.43 1.43 51 5 51 5 F 6,5 44.9 11.0 1.68 1.68 61 5 61 5 F 7.0 51.5 12.0 1,82 1.82 61 5 61 5 F 7.5 59.1 12.0 2.30 2.30 81 5 81 5 F 8.0 66.4 13,0 2.46 2.46 81 5 81 5 F 8.5 74.1 14.0 2.63 2.63 91 5 91 5 F 9.0 83.0 14.0 3.17 3.17 111 5 111 5 F 9.5 91.4 15.0 3.36 3.36 111 5 111 5 F10,0 100.0 16.0 3.56 3.56 121 5 121 5 F10.5 110,3 16.0 4.17 4.17 141 5 140 5 F11.0 119.5 17.0 4.38 4.38 151 5 151 5 F11.5 128.9 18.0 4.60 4.60 151 5 151 5 F12.0 140.4 18.0 5.27 5.27 121 6 121 6 F12,5 150.4 19.0 5.50 5.50 181 5 181 5 F13.0 160,6 20.0 5.73 5.73 141' 6 141 6 F13.5 173.1 20.0 6.46 6.46 1511 6 15,1 6 F14.0 183.8 21.0 6.70 6.70 161 6 161 6 F14.5 194.5 22.0 6.95 6.95 161 6 161 6 F15.0 208.1 22.0 7.74 7.74 181 6 181 6 ENGINEERS- NORTHWEST INC. P.S. 169 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 FAX # (206) 522 -6698 6!71--. --a 6 17-20 e • JOB NO JOB NAME ' DATE SUBJECT 5(-6 SHEET _.OF BY -F 1/Y 3 2.36 /. 3 ( ./. s 0.'?/P 17:- 11 6 30 )44 c. 1"7 li P. Cp (1, --� ""e. z q5 (pcfy — k si )-, z-J 3x2 `t2e n At, /- V (/- Y> I- .74) i 5 - -> 8 'e. I /it 1- Jh= (Z d - (Z `}. S ; , 8.5 ?, 9 --2 G 7 2lk Z- '�� s c: 1,q3 ?s 6x� ;"I-•6 t9-, T.. I (( AL.c C Z ic • Jos No ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 SUBJECT JOB NAME -^ T /Z ' 7� K 3c. -t LJ r2 /1:3-1 - / G G i c/ /.% -Z• /S. 8 i 2c1 DATE rrV - 2s/-r SHEET /"�' OF BY —�'- /. 3 / / • YS , g.›1: G? !6`` t.. _ /• �/ • '� 2 // 2_ ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E.- SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 522 -6698 • JOB No. _..' JOB NAME SUBJECT V ~15 (-ss 3(41S 13 V I J e k e 50 Z u I c5 C.) ' p �/; 5 /6- .7 /2 ./ •f / �w1v Z "G 4' .n 0 Le2 a (13 ( +- ; 4 z ) toc- r,327 k no) • DATE ' Z' 7 a%,`" SHEET ( OF BY 1 Yf4-* t`-'r ------op 4,4 _s 3 3 1/0» ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)5254560 - FAX # (206) 522-6698 Joe No JOB NAME SUBJECT tt 4 7 • P21 e9 44-‘) 25. �O DATE SHEET—PP' Z OF BY •I 2, /y AI '3 47`" €4.9,.•V • °HGINEERS- NORTHWEST ,..369 Woodlawn Ave HE Seattle,Washington 98115 WALL DATA height (ft) 16.00 HATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf)= seismiczone ledgerLL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical /4 at 15,0 in d= 2.13 CONCRETE WALL DESIGN (version 3.0) 1988 UBC 11 :12 :37 06 -27 -1994 po 100 thickness (in) added thickness (in) 6.50 0.00 rebar (psi) 60000 • -i-�c pi 15.0 out (psf) 15.0 �i 3 press (psf)= 18.3 import fact= 75 DL (plf)= 45 ecc (in)= 0 DL (lbs)= 0 ecc (in)= 0 DL (plf)= 0 0 dist above floor(ft)= Horizontal 'min inA2 / ft MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in -k) Phi *Hn (in -k) defl (in) 1 2 3 4 5 6 7 1.0 1,0 1.0 1.2 1.2 1.1 1,6 7,4 -7.7 -10.2 7.1 -7,7 -10.3 -0.7 LOAD CASES 1) .9DL + 1.3WL inward 2) ,9DL + 1.3WL outward 3) ,9DL + 1.43EQ 4) 1,05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1,05DL + 1.28LL + 1,4EQ 7) 1.4DL + 1.7LL 144 7- 18,38 18.38 18.38 18.67 18.67 18.60 19.29 0.03 -0.03 -0.03 0,02 -0.03 -0.03 -0.00 NOTE. 1.00 2.0 0.0 0.0 0.16 Sheet of GT DEVEL TYP PNLS GRID A K factor parapet ht (ft) 1.00 4.50 % LL w /seismic= LL w /seismic= % LL w /seismic= 0 0 strip width (in)= 0 0 Allow defl(in) Comments 1.28 1.28 1.28 1.28 1.28 1,28 1.28 case ok case ok case ok case ok case ok case ok case ok in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL (-5e' 14 • IGIHEERS- NORTHWEST 869 Woodlawn Ave NE Seattle,Washington 98115 WALL DATA height (ft) 14.00 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf)= seismic.., zone ledgerLL(plf)= concentrated load LL(1bs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical /4 at 15.0 in d= CONCRETE WALL DESIGN (version 3.0) 1988 UBC 11:13 :09 06-27 -1994 po 100 thickness (in) added thickness (in) 6.50 0.00 rebar (psi) 60000 15.0 out (psf)= 15.0 3 press (psf)= 18.3 210 DL (plf)= 150 0 DL (lbs)= 0 75 DL (plf)= 45 0 dist above import fact= 1.00 ecc (in). 2.0 ecc (in). 0.0 floor(ft)= 0,0 2.13 Horizontal min inA2 / ft 0.16 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Hu (in -k) 1 2 3 4 5 6 7 2.9 2.9 2.9 3.6 3.6 3.4 5.0 5.3 -6.3 -8.2 4.7 -6.7 -8.3 -2.0 - outward Phi *Hn (in -k) LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL 21.04 21.04 21.04 21.89 21.89 21.66 23.64 Sheet of GT DEVEL TYP PNLS GRID A K factor 1.00 % LL w /seismic= % LL w /seismic= % LL w / seismic= parapet ht (ft) 30.50 0 0 0 defl (in) Allow defl(in) Comments 0.01 -0.02 -0.02 0.01 -0.02 -0.02 -0.00 1.12 1.12 1.12 1.12 1.12 1.12 1.12 case ok case ok case ok case ok case ok case ok case ok strip width (in)= 0 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS- NORTHWEST ,.369 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA height (ft) 14,00 SPANDREL DATA thickness(in) 6.50 OPENINGS LEFT MATERIAL DATA CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 11:11:31 06 -27 -1994 PNL 1 po 100 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 30.00 6.50 0.00 1.00 30.50 offset (in. + outward) 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 9.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 15.0 seismic... zone 3 ledger LL(plf)= 210 concentrated load LL(1bs)= 75 concentric load LL(plf)= 0 horiz load plf (+ inward)= 0 REBAR DATA Vertical 5 /5 d= 3.75 out (psf)= 15.0 press (psf)= 53.1 import fact= 1.00 DL (plf)= 150 ecc (in)= 2.0 % LL w /seismic= DL (lbs)= 45 ecc (in)= 0.0 % LL w /seismic= DL (plf)= 0 % LL w /seismic= dist above floor(ft)= 0.0 Horizontal , in i02 / ft 0.16 0 0 0 HOHENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in -k) Phi *Hn (in -k) defl (in) Allow defl(in) Comments 1 2 3 4 5 6 7 13.8 29.1 105.29 0.07 1.12 case ok used interaction curve 13.8 -34.7 105.29 -0.14 1.12 case ok used interaction curve 13.8 -26.3 105.29 -0.07 1.12 case ok used interaction curve 16.8 25.1 103.56 0.06 1.12 case ok used interaction curve 16.8 -38.6 103.56 -0.18 1.12 case ok used interaction curve 16.1 -27.1 104.31 -0.07 1.12 case ok used interaction curve 23.3 -10.8 96.42 -0.02 1.12 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1,43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL INTERACTION CURVE DATA .7 *Po .7 *Pbal .7 *Hba1 .7 *Mn 111.4 14.4 106.2 81.8 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL .- -- NGINEERS- NORTEWEST f69 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA SPANDREL DATA OPENINGS MATERIAL DATA - : L' CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 14:10 :28 06 -27 -1994 po 100 Sheet of GT DEVEL PNL 1 height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 14.00 12.00 8.00 0.00 1.00 30.50 thickness(in) offset (in. + outward) 8.00 • 0.00 LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 9.0 0,0 0.0 ' concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 15.0 out (psf)= 15.0 seismic,,. zone 3 press (psf) =124.6 inport fact= 1.00 ledger LL(pif)= 210 DL (pif)= 150 ecc (in): 2.0 concentrated load LL(lbs)= 0 DL (lbs)= 0 ecc (in)= 0.0 concentric load LL(plf)= 75 DL (plf)= 45 horiz load plf (+ inward)= 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 1 16 d= 5.25 Horizontal min inA2 / ft 0.19 LL w /seismic= % LL w /seisai,c= % LL w /seismic= 0 0 0 MOMENT AND DEFLECTION RESULTS + inward outward Case Pu (kips) Hu (in -k) Phi *Hn (in -k) defl (in) Allow defl(in) Comments 1 3 4 5 6 7 37.3 68.4 172.80 0,16 1.12 case ok used interaction curve 37.3 -83.2 172.80 -0.28 1.12 case ok used interaction curve 37.3 -68.9, 172,80 -0.17 1.12 case ok used interaction curve 45.5 59.6 161,66 0.11 1.12 case ok used interaction curve 45.5 -93.1 161.66 -0.29 1.12 case ok used interaction curve 43,5 -71.4 165.20 -0.15 1.12 case ok used interaction curve 63.3 -27.9 130,23 -0.03 1.12 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1,43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1,28LL + 1,4EQ 7) 1.4DL + 1.7LL INTERACTION CURVE DATA .7 *Po .7 *Pbal .7 *Hbal .7 *Hn 137.1 38.1 174,7 89.0 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL � ENGINEERS - NORTHWEST :,.869 Woodlawn Ave NE "Seattle,Washington 98115 JAMB DATA SPANDREL DATA OPENINGS MATERIAL DATA LOADING DATA wind seismic... height (ft) 16.00 thickness(in) 6.50 LEFT � 6 CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 11 :10 :51 06 -27 -1994 PAL 1 po 100 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 30.00 6.50 0.00 . 1.00 4.50 offset (in. + outward) 0,00 width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 9.0 0.0 0,0 concrete (psi) rebar (psi) 3000 60000 unfactored in (psf)= zone ledger . LL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load plf (+ inward)= REDAR DATA Vertical 5 15 d= 3.75 15.0 out (psf)= 15.0 3 press (psf)= 57,9 import fact= 1.00 75 DL (plf)= 45 ecc (in)= 2.0 0 DL (lbs)= 0 ecc (in)= 0.0 0 DL (plf)= 0 0 dist above floor(ft)= 0.0 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in -k) 1 2 3 4 5 6 7 4.5 4.5 4.5 5,5 5,5 5.2 7.6 39.1 -40.6 -34.2 37,9 -41.6 -34.6 -3,4 Horizontal min inA2 .. /.ft 0.16 LL LL LL w /seismic= w /seismic= w /seismic= 0 0 0 - outward Phi *Mn (in -k) defl (in) Allow defl(in) Comments LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1,4DL + 1.7LL 110.23 110.23 110.23 111.14 111,14 110.93 112,91 0.27 -0.31 -0.11 0.25 -0,33 -0.11 -0.01 1.28 1.28 1.28 1.28 1.28 1,28 1.28 case ok case ok case ok case ok • case ok case ok case ok. NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS - NORTHWEST INC. P.S. Of 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME 7— %oc.,c -( aV 0 GJ, CJL 37 o - is) i • L7- r 6a 25-- DATE SHEET � OF BY tc.ht 1.(.1-C ?7) * 6 /X J r. ?( 1300 ) jib' ►4L — 9.Lt• ( % ;2/ ,z`' 45 r 7 2 `- rk NGINEERS- NORTHWEST 169 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA height (ft) 16.00 SPANDREL DATA thickness(in) 6.50 • OPENINGS LEFT MATERIAL DATA CONCRETE JANE DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 13:50 :53 06 -27 -1994 PNL 7 po 100 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 60.00 6.50 0.00 1.00 4.50 offset (in. + outward) 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 9.0 0.0 0.0 concrete (psi) rebar (psi) 3000 , 60000 LOADING DATA unfactored wind in (psf)= 15.0 seismic... zone 3 ledger LL(plf)= 465 concentrated load LL(lbs)= 0 concentric load LL(plf)= 0 horiz load plf (+ inward)= 0 REBAR DATA Vertical 6 15 d= 3.75 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Hu (in -k) 2 3 4 5 6 7 LOAD CASES 1) 2) 3) 4) 5) 6) 7) 3.4 3.4 3.4 4.8 4.8 3.9 7.6 20.1 -25.7 -24.0 16.3' -29.8 -24.5 -12.7 out (psf)= 15.0 press (psf)= 38.1 import fact= 1.00 DL (plf)= 280 ecc (in)= 2.0 DL (lbs)= , 0 ecc (1n)= 0.0 DL (p1f)= 0 dist above floor(ft)= 0.0 Horizontal min inA2 / ft 0.16 - outward Phi*Hn (in -k) defl (in) .9DL + 1.3WL inward .9DL + 1.3WL outward .9DL + 1.43EQ 1.05DL + 1.28LL + 1.28WL inward 1.05DL + 1.28LL + 1.28WL outward 1.05DL + 1.28LL + 1.4EQ 1.4DL + 1.7LL 74.50 0.07 74.50 -0.09 74.50 -0.08 77.04 0.05 77.04 -0.10 75.50 -0.08 81.46 -0.04 LL w /seismic= LL w /seisnic= LL w /seisnic= 0 0 0 Allow defl(in) Comments 1.28 1.28 1.28 1.28 1.28 1.28 1.28 case ok case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS - NORTHWEST .,,,869 Woodlawn Ave NE Seattle,Washington 98115 JAHB DATA SPANDREL DATA OPENINGS MATERIAL DATA height (ft) 14.00 thickness(in) 6.50 LEFT 72.8 CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 13:51:28 06 -27 -1994 PNL 7 po 100 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 60.00 6.50 0.00 1.00 30.50 offset (in. + outward) 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 9.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 15.0 seismic.., zone 3 ledger LL(plf)= 1300 concentrated load LL(lbs)= 0 concentric load LL(p1f)= 465 horiz load plf (+ inward)= 0 REBAR DATA Vertical 6 15 d= 3.75 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Hu (in -k) 1 11.2 2 11.2 3 11.2 4 16.4 5 16.4 6 13.1 7 26.4 8.9 -27.6 -24.8 -1.9 -43.7 -26.9 -50.7 LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1,28WL 5) 1.05DL + 1,28LL + 1.28WL 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL INTERACTION CURVE DATA ,7 *Po ,7 *Pbal ,7 *Hbal ,7 *Nn 111.4 24.8 101.0 52.9 out (psf)= 15.0 press (psf)= 35.7 import fact= 1,00 DL (plf)= 925 ecc (in)= 2.0 DL (1bs)= 0 ecc (in)= 0,0 DL (plf)= 280 dist above floor(ft)= 0.0 Horizontal• min inA2 /•ft 0.16 - outward Phi *Mn (in -k) defl (in) inward outward 74.61 0.01 74.61 -0.10 74,61 -0.07 84.82 -0.01 84.82 -0,32 78.23 -0.07 99.13 -0.11 LL LL LL w /seismic= w/seisnic= w /seismic= 0 0 0 Allow defl(in) Comments 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 7 JOB NO JOB NAME DATE 6' SUBJECT SHEET I 0, OF 0 / 204 BY it kS0(.3 Ad I 100,- r`,PNGINEERS- NORTHWEST V69 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA • SPANDREL DATA OPENINGS MATERIAL DATA LOADING DATA wind seismic... height (ft) 14.00 thickness(in) CONCRETE JAHB DESIGN (version 3.0) 1988 UBC 14 :09:36 06 -27 -1994 po 100 width (in) thickness (in) 12.00 8.00 offset (in. + outward) • 8.00 0.00 LEFT width (ft) height (ft) 6.0 7.0 concrete (psi) rebar (psi) 3000 60000 unfactored in (psf)= zone ledger LL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical Sheet _of GT DEVEL PNL 20 add thickness (in) K factor 0.00 ' 1.00 RIGHT width (ft) height (ft) 0.0 0.0 r 15.0 out (psf)= 15.0 3 press (psf)= 61.3 import fact= 1.00 210 DL (plf)= 150 ecc (in)= 2,0 0 DL (lbs)= 0 ecc (in)= 0.0 75 DL (plf)= 45 0 dist above floor(ft)= 0.0 1 /6 d= 5.25 HOHENT AND DEFLECTION RESULTS + inward Case Pu (kips) Hu (in -k) 1 2 3 4 5 6 7 14.2 14.2 14.2 17.3 17.3 16.6 24.0 21.4 -25.7 -28.7 18.6. -28.1 -29.1 -9.4 Horizontal , min inA2 / ft 0.19 - outward Phi *Hn (in -k) defl (in) LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1,28WL inward 5) 1,05DL + 1.28LL + 1.28WL outward 6) 1,05DL + 1,28LL + 1,4EQ 7) 1.4DL + 1.7LL INTERACTION CURVE DATA ,7 *Po .7 *Pbal .7 41bal .7 *Nn 137.1 38.1 174.7 89.0 120.96 0.03 120,96 -0.04 120.96 -0.04 127.92 0.03 127,92 -0.04 126.28 -0.04 143.06 -0.01 LL LL LL w /seismic= w /seismic= w /seisnic= 0 0 0 parapet ht (ft) 30.50 6 L=am / ! 4 Allow defl(in) Comments 1,12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve 1.12 case ok used interaction curve NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS— NORTHWEST INC. P. S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB NO JOB NAME SUBJECT 1 • .....—.... - . ........ .6. ...... ..... .s. ........ ......... •••••••••••••........7 G 2_ /-c vc,.)eal a 12 L. IL a I l-c ZC -2 5- 6,er DATE S H E ET-17" 1 ( OF BY z r 20 2.78 fGINEERS- NORTHWEST x;:69 Woodlawn Ave NE Seattle,Washington 98115 CONCRETE WALL DESIG1f (version 3.0) 1988 UBC 14 :45:50 06 -27 -1994 po 100 added thickness (in) 0.00 WALL DATA height (ft) 27.00 MATERIAL DATA concrete (psi) 3000 LOADING DATA unfactored wind in (psf)= seismiczone ledger.... LL(p1f)= concentrated load LL(lbs)= concentric load LL(p1f)= horiz load plf (+ inward)= REBAR DATA Vertical 14 at 10.0 in d= 2,63 thickness (in) 6.50 rebar (psi) 60000 15.0 3 75 0 0 0 out (psf)= 15.0 press (psf)= 18.3 import fact= 1.00 DL (plf)= 45 ecc (in)= 2.0 DL (lbs)= 0 ecc (in)= 0.0 DL (plf)= 0 dist above floor(ft)= 0.0 Horizontal min inA2 / ft 0.16 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Hu (in-k) Phi *Hn (in -k) defl.(in) 1 1.1 21.5 32.74 0.21 2 1.1 -21.8 32.74 -0.21 3 1.1 -31.8 32.74 -0.26 4 1.3 21.0 33.10 0.21 5 1,3 -21.7 33,10 -0.22 6 1.3 -32.4 33.03 -0.26 7 1.8 -0.7 33.89 -0.01 LOAD CASES 1) .90L + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1,05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1,05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL Sheet of GT DEVEL PNL GRID A D K factor parapet ht (ft) 1,00 1.00 % LL w /seismic= % LL w / seismic= % LL w / seismic= 0 0 strip width (in)= 0 0 Allow defl(in) Comments 2.16 2.16 2.16 2,16 2.16 2.16 2,16 case ok case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL CIINEERS-NORTHWEST • Woodlawn Ave HE SeattleiWaShington 98115 ou,i-sje CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 15:16:37 06-27-1994 PHL GRID E po 100 thickness (in) add thickness (in) K factor parapet ht (ft) 6.50 0.00 1.00 0.00 + outward) JAMB DATA SPANDREL DATA OPENINGS MATERIAL DATA height (ft) width (in) 20.00 24,00 thickness(in) offset (in. 6.50 • 0.00 LEFT width (ft) height (ft) 22.0 18.0 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= seismic... , zone ledger LL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load pif (+ inward): REBAR DATA Vertical 3 16 d= 4.25 RIGHT width (ft) height (ft) 0.0 0.0 15.0 out (psf)= 15.0 3 press (psf)= 45.0 import fact= 1.00 275 DL (plf)= 165 • ecc (in)= 2.0 0 DL (lbs)= 0 ecc (in)= 0.0 0 . DL (plf)= 0 0 dist above floor(ft)= 0.0 MOUNT AND DEFLECTION RESULTS + inward ' Case Pu (kips) Hu (in-k) 1 2 3 4 5 6 7 2.5 2.5 2.5 4.1 4.1 2.9 6.9 77,3 -84.5 -44.0 73.8 -91.7 -44.9 -16.5 Horizontal min 1102 / ft 0.16 LL w/seismic= LL w/seismic= LL w/seisnic= 0 0 0 outward Phi*Mn (in-k) defl (in) Allow defl(in) Comments LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.0501, + 1.28LL + 1,28WL inward 5) 1.05DL + 1.28LL + 1,28WL outward 6) 1,05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL 131,76 131.76 131.76 133.61 133,61 132.28 136.52 1.25 -1.50 -0,43 1,15 -1.61 -0.43 -0,07 1,60 1.60 1.60 1.60 1.60 1.60 1.60 case ok case ok case ok case ok NO GOOD case ok case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ( ''GINEERS- NORTHWEST 'sd69 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA SPANDREL DATA OPENINGS MATERIAL DATA height (ft) 28,00 thickness(in) 8.00 LEFT CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 15 :40:28 06 -27 -1994 TRUCK DOORS = po 100 - - - -T width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 24.00 8.00 0.00 . 1.00 0.00 offset (in. + outward) 0,00 width (ft) height (ft) RIGHT width (ft) height (ft) 9.0 10.0 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= seismic... zone ledger LL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical 2 /6 d= 5.75 15.0 3 275 0 0 0 MOMENT AND DEFLECTION RESULTS + Inward Case Pu (kips) Hu (in -k) 1 2 3 4 5 6 7 LOAD CASES 1) 2) 3) 4) 5) 6) 7) 4.6 4.6 4.6 5.9 5.9 5.3 8.6 81,2 -85,5 -112.4 79,2 -90.0 - 115.0 -9,6 out (psf)= 15.0 press (psf)= 57.8 import fact= 1.00 DL (plf)= 165 ecc (in)= 2.0 DL (lbs)= 0 ecc (in)= 0,0 DL (plf)= 0 dist above floor(ft)= 0.0 Horizontal : tin in ^2 / ft 0.19 - outward Phi *Mn (in -k) defl (in) .9DL + 1.3WL inward .9DL + 1.3WL outward ,9DL + 1.43EQ 1.05DL + 1.28LL + 1.28WL inward 1.05DL + 1.28LL + 1.28WL outward 1.05DL + 1.28LL + 1.4EQ 1.4DL + 1.7LL 141,03 1,18 141,03 -1.35 141.03 -1,81 144.93 1.10 144,93 -1.42 143.28 -1.78 152.39 -0.04 LL w /seismic= LL w /selsnic= LL w / seismic= 0 0 0 Allow defl(in) Comments 2.24 2.24 2.24 2.24 2.24 2.24 2.24 case ok case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL NGINEERS- NORTHWEST ;,69 Woodlawn Ave NE Seattle,Washington 98115 'JAM DATA height (ft) 28.00 SPANDREL DATA thickness(in) 8.00 . OPENINGS LEFT MATERIAL DATA CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 15:42 :02 06 -27 -1994 10 x 10 po 100 width (in) thickness (in) 24.00 8.00 offset (in. + outward) 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 9.0 10.0 0.0 0.0 add thickness (in) K factor parapet ht (ft) 0.00 1.00 0.00 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= seisnic,., zone ledger LL(plf)= concentrated load LL(lbs)= concentric load LL(plf)= horiz load plf (+ inward)= REBAR DATA Vertical 2 16 d= 5.75 15.0 3 275 0 0 0 MOMENT AND DEFLECTION RESULTS +inward Case Pu (kips) Hu (in -k) 1 2 3 4 5 6 7 4.6 4.6 4.6 5.9 5.9 5.3 8.6 81,2 -85.5 -112.4 79.2 -90.0 -115.0 -9.6 out (psf)= 15.0 press (psf)= 57.8 import fact= 1.00 DL (plf)= 165 ecc (in)= 2.0 DL (lbs)= 0 ecc (in)= 0.0 DL (plf)= 0 dist above floor(ft)= 0,0 Horizontal min inA2 / ft 0.19 - outward Phi *Mn (in -k) defl (in). LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1,7LL 141.03 1,18 141.03 -1.35 141.03. -1.81 144.93 1.10 144.93 -1.42 143.28 -1.78 152.39 -0,04 % LL w /seisnic= % LL w /seisnic= LL w /seisnic= 0 0 0 Allow defl(in) Comments 2.24 2.24 2.24 2.24 2.24 2.24 2.24 case ok case ok case ok case ok case ok case ok case ok NOTE , in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL 4NGIHEERS-N0RTllWEST ilkp869 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA SPANDREL DATA OPENINGS MATERIAL DATA height (ft) 28.00 thickness(in) 9.25 LEFT CONCRETE JAMB DESIGN (version 3.0) Sheet of 1988 UBC GT DEVEL 15 :48:00 06 -27 -1994 PNL 33 po 100 width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 54.00 9.25 0.00 1.00 0.00 offset (in. + outward)`"''"'""" 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 20.0 12.0 30.0 12.0 concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 15.0 seismic.., zone 3 ledger LL(plf)= 275 concentrated load LL(lbs)= 0 concentric load LL(plf)= 0 horiz load pif (+ inward)= 0 REBAR DATA Vertical 8 16 d= 6.75 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Hu (in -k) 1 2 3 4 5 6 7 LOAD CASES 1) 2) 3) 4) 5) 6). 7) 10.5 10.5 10,5 13.4 13.4 12,3 19.4 169.5 -179,2 -234.4 166,3 -190.4 -241.1 -22.0 out (psf)= 15.0 press (psf) =116.6 inport fact= 1.00 DL (plf)= 165 ecc (in)= 2.0 DL (1bs)= 0 ecc (in)= 0.0 DL (plf)= 0 dist above floor(ft)= 0.0 Horizontal, min i02 / ft 0.22 - outward Phi *Hn (in -k) defl (in) .9DL + 1.3WL inward .9DL + 1.3WL outward .9DL + 1,43EQ 1.05DL + 1.28LL + 1.28WL inward 1.05DL + 1.28LL + 1.28WL outward 1,0504 + 1.28LL + 1.4EQ 1.4DL + 1.7LL INTERACTION CURVE DATA .7 *Po .7 *Pbal .7 *Hbal .7 *Hn 158.5 39,9 282.7 196.5 279.40 1.59 279.40 -1.77 279.40 -2,22 225.53 1.49 225.53 -1.84 282.90 -2.17 238.51 -0,06 % LL $ LL $ LL w /seismic= w /seisnic= w /seisnic= 0 0 0 Allow defl(in) Comments 2.24 case ok 2.24 case ok 2.24 case ok 2.24 case ok used interaction curve 2.24 case ok used interaction curve 2.24 case ok 2.24 case ok used interaction curve. NOTE. in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 "-Pe e-,1 6- "7-,,A JOB No JOB NAME DATE SUBJECT SHEET 1' 1/ OF .3 C fr e e /8.-L. zsc s (ape/es) •/-": 14117. 2-6 9 6 0 4. edi kzIcv44ve-S-5 /4. BY 2-3 (f) • t)/2 I x Av — et.)2 ic -29 0-t - ,6s- 1•f3= • 7_1_ • WALL OVERTURNING Geometry L1 (ft)= 5 L2 (ft): 0.5 3 (ft)= 6,5 Wth (ft)= 7 Thk (in)= , 16 Loads Wall (k)= 24.3 P1 (kip)=' 0 P2 (kip)= 0 P3 (kip)= 14.4 Dist (ft)= Moment 'k= 96 Output Hon acts left-- F.S. = 4.48 W1 (ksf)= 1,45 W2 (ksf)= 0.27 L4 (ft)= 12.00 Total wt = 72,30 Hon rests= 429,975 Ftg wt /ft= 0.4 resul loc 1.3807054 Length ft= Area sq ft BURY (ft)= 12 84 2 A---- Dist- - - - ^P3 P1 P2 ^- L1- ^---- L2---- ^ -L3 -^ 2 W1 ^--- L4 - - -^W2 -- right - -- 4,56 1,41 0.31 12.00 437.625 Ftg wt kip 33.6 1.2748963 WALL OVERTU Geometry L1 (ft): 5 L2 (ft)= 0.5 I.3 (ft)= 6.5 Wth (ft)= 7 Thk (in)= 16 Loads Wall (k)= 24.3 P1 (kip)= 0 P2 (kip)= 0 P3 (kip)= 14.4 Moment 'k= 0,001 Output Hom acts left--- F.S. = 429975.00 W1 (ksf)= 0.88 W2 (ksf)= 0.84 L4 (ft)= 12.00 ntal wt = 72.30 glIkon resis= 429.975 Ftg wt /ft= 0.4 Ftg resul loc 0.0529184 RNIUG Length ft= Area sg ft BURY (ft)= 12 84 2 Dist (ft)= R-(5 ^ - - -- Dist- - - - ^P3 P1 P2 ^- L1- ^---- L2---- ^ -13 -n 2 W1 ^--- L4-- - ^W2 -- right - -- 437625,00 0.84 0.88 12;00 437.625 wt kip 33.6 - 0.052891 f ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. • SUITE 205 - SEATTLE, WA 98115 (206) 525 -7560 - FAX # (206) 522 -6698 Joe No,, Jou NAME SUBJECT /`� vor) DATE / SHEETA / OF BY ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Joe No. SUBJECT JOB NAME _ t_ `� m( C"r Qevel c4d..,s, s■Q-- GJ t. / 3 ? 5' ( N5r < / S ,- 8 x DATE ‘' /O °9S4" SHEET G 2 OF BY 2 cuef (3P 12 coeid2 13rC Z�F 7 G // 8x90 13 G k :.. 2� we // U _ t.)�; QQ�C� r 7 e✓c/a.Q 8P l Z - PI/ ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 :JOB' No. SUBJECT 'JOB NAME L.-w T (des/ 5:: iVe /c) r.;cO I e e .."/ 37-3 Pp:: /5,4 5--c —37 /. 2 • ,2,a6 4-5* 3 ei-i9 —.16•42 27 / 9 38%5 ••••••••■•••••■••••■••••••••••■•••.. Gli‘Ce 914 DATE c) SHEET OF BY P t 9 5- WALL OVERTURNING Geometry Li (ft)= 4 (ft)= 30 4 Length ft= 38 Wth (ft)= 3 Area sq ft 114 Thk (in)= 11.25 BURY (ft)= 2 Loads Wall (k)= 73 P1 (kip)= 0 P2 (kip) = 0. P3 (kip)= 0 Moment 'k= 1047.6 Output Mom acts left--- --right--- F.S. = 2.03 2.03 W1 (ksf)= 2.58 2.58 W2 (ksf)= 0.00 0.00 L4 (ft)= 28.90 28.90 Total wt = 111.83 Mom resis=2124.7938 2124.7938 Ftg wt/ft= 0.340625 Ftg wt kip 38.83125 resul loc 9.3676857 9.3676857 A----Dist----AP3 P1 P2 A-L1-A----L2----A-L3-A Dist (ft)= 0 W1A---L4---AW2 RISA -2D (R) Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 Job Page Date Units Option : US Standard / AISC Code Checks : 9th Edition ASD � Shear Deformation: No ,0? P -Delta Effects : No / 4, Redesign : Yes Edge Forces : No A.S.I.F. : 1.333 41Liode Boundary Conditions No X -Coord Y -Coord X -dof Y -dof Rotation Temp. (ft) (ft) ( in, K /in)---- (in,K /in)--- (r,K -ft /r) (F)- 1 0.00 0.00 R R 0.00 2 25.00 0.00 R R 0.00 3 0.00 27.00 0.00 4 25.00 27.00 0.00 Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) (Ksi) (F) (K /ft3) (Ksi)--- - 1 29000.00 0.30000 0.65000 0.490 36.000 2 29000.00 0.30000 0.65000 0.490 46.000 Section Database Matt. Area Moment of As y/y Label Shape Set Inertia Coef (in ^2) (in ^4)' 1 W18X35 1 10.30 510.000 1.20 2 TU8X8X4 2 7.59 75.100 1.20 3 TU8X8X4 2 7.59 75.100 1.20 AI J I Releases J End Offsets No Node Node .Section x y z x y z Sec Sway 1 J Length (in)-- - -(in) (ft) 1 3 - 4 1 25.00 2 1- 3 2 1 27.00 3 2- 4 2 1 27.00 4 1- 4 3 5 2- 3 3 ( ‘6. 36.80 36.80 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page Seattle, Washington 98115 Date I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb 1 3 - 4 2 1 - 3 3 2 - 4 4 1 - 4 5 2 3 (ft) (ft) (ft) 5.00 Section Set 1 Depth Range Width Range Unity Check Range Max Min Max Min Max Min (in) (in) (in) (in) 0.9000 0.5000 BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 DL 2 LL 3 EQ Member Point Loads,BLC 1: DL 1 4 4 Memb I J No Node Node Direction Magnitude Location (K,K -ft,F) - - -(ft) 1 3 - 4 Y -1.250 5.000 1 3 - 4 Y -1.250 10.000 1 3 - 4 Y -1.250 15.000 1 3 - 4 Y -1.250 20.000 Member Point Loads,BLC 2: LL Memb I J No Node Node Direction 0 Magnitude Location (K,K -ft,F) (ft) 1 3 - 4 Y -2.080 5.000 1 3 - 4 Y -2.080 10.000 1 3 - 4 Y -2.080 15.000 1 3 - 4 Y -2.080 20.000 Nodal Loads, BLC 3: EQ RISA -2D (R) Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 Job Page Date Node Number 3 Global X (K) 38.800 Global Y (K) 0.000 Moment (K- ft) - - -- 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC No. Description Dir Fac Fac Fac Fac Fac Fac W E DYNA S V 1 DL LL 2 DL EQ Dynamic Analysis Data Number of modes (frequencies) Basic Load Case for masses BLC mass direction of action Acceleration of Gravity ENVELOPE SOLUTION Nodal Displacements 1 1 1 1 2 1 3 1 3 None X only 32.20 ft /sec * *2 1 1 Node 1 max min 2 max min 3 max min 4 max min Global X (in) LC 0.00000 2 - 0.00000 1 0.00000 2 0.00000 1 0.12631 2 - 0.00081 1 0.10893 2 0.00081 1 ENVELOPE SOLUTION Reactions Global Y (in) LC 0.00000 2 - 0.00000 1 - 0.00000 1 - 0.00000 2 0.03048 2 - 0.00724 1 - 0.00724 1 - 0.03120 2 Rotation (rad) LC 0.00000 1 - 0.00039 2 - 0.00000 1 - 0.00034 2 - 0.00173 2 - 0.00405 1 0.00405 1 0.00132 2 Node 1 max min 2 max min Global X (K) LC 1.61273 1 - 17.31068 2 - 1.61273 1 - 21.48932 2 Global Y (K) LC 6.66000 1 - 39.40400 2 44.40400 2 6.66000 1 Moment (K- ft)- - - -LC- O'.00000 1 0.00000 1 0.00000 1 0.00000 1 RISA -2D (R) Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 Job Page Date ENVELOPE SOLUTION Member Section Results .Nodes Member Quarter Points No I J I -End 1/4. 1/2 3/4 J -End ( K, Kft, in) LC( K, Kft, in) LC( K, Kft, in)LC(K,Kft,in)LC(K,Kft,in)LC -- 1 3- 4 A 17.31 2 17.31 2 17.31 2 17.31 2 17.31 2 -1.61 1 -1.61 1 -1.61 1 -1.61 1 -1.61 1 ✓ 6.66 1 3.33 1 0.00 1 -1.25 2 -2.50 2 2.50 2 1.25 2 0.00 1 -3.33 1 -6.66 1 M 0.00 1 -14.06 2, -18.75 2 -14.06 2 0.00 1 0.00 2 -37.46 1 -49.95 1 -37.46 1 0.00 1 D 0.000 1 -0.117 2 -0.174 2 -0.149 2 -0.005 1 0.000 1 -0.272 1 -0.383 1 -0.274 1 -0.063 2 2 1- 3 A 4.92 1 4.92 1 4.92 1 4.92 1 4.92 1 -20.71 2 -20.71 2 -20.71 2 -20.71 2 -20.71 2 ✓ 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 1 0.00 2 0.00 2 0.00 2 -0.00 2 -0.00 2 0.00 1 0.00 1 -0.00 1 D 0.000 1 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 -0.032 2 -0.063 2 -0.095 2 -0.126 2 3 2- 4 A 21.20 2 21.20 2 21.20 2 21.20 2 21.20 2 4.92 1 4.92 1 4.92 1 4.92 1 4.92 1 ✓ 0.00 1 0.00 1. 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 D 0.000 1 -0.000 1 -0.000 1 -0.001 1 -0.001 1 0.000 1 -0.027 2 -0.054 2 -0.082 2 -0.109 2 4 1- 4 A 2.37 1 2.37 1 2.37 1 2.37 1 2.37 1 -25.48 2 -25.48 2 -25.48 2 -25.48 2 -25.48 2 ✓ -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 2 0.00 2 0.00 2 0.00 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 D 0.000 1 -0.001 1 -0.003 1 -0.004 1 -0.005 1 0.000 1 -0.024 2 -0.048 2 -0.071 2 -0.095 2 5 2- 3 A 31.63 2 31.63 2 31.63 2 31.63 2 31.63 2 2.37 1 2.37 1 2.37 1 2.37 1 2.37 1 ✓ 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 2 0.00 2 0.00 2 0.00 2 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.001 1 0.003 1 0.004 1 0.005 1 0.000 1 -0.027 2 -0.053 2 -0.080 2 -0.107 2 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page ENVELOPE SOLUTION RISC Code Checks Nodes Member Quarter Points No T J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc 1 3- 4 0.824 2 0.68 2 0.79 2 0.82 2 0.79 2 0.68 2 0.09 1 crolle 2 1- 3 0.099 2 0.10 2 0.10 2 0.10 2 0.10 2 0.10 2 0.00 2 L• 3 2- 4 0.203 2 0.20 2 0.20 2 0.20 2 0.20 2 0.20 2 0.00 2 4 1- 4 0.122 2 0.12 2 0.12 2 0.12 2 0.12 2 0.12 2 0.00 2 5 2- 3 0.550 2 0.55 2 0.55 2 0.55 2 0.55 2 0.55 2 0.00 2 ENVELOPE SOLUTION Alternate Sections Section Set Suggested Alternatives 1 W12X26 W8X28 W12X30 W10X30 W14X30 4. 221•z. , tai .:.4.‘c Jr 1 Co 3 /•G eo4.0 / e..t 71.1 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE, ME:- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522-6698 Joa No,,.. Jo NAME SUBJECT • I , . • itr DATE 6 V13° 2(.1 SHEET'/( OF *H. 0 L37-c TA) •• • ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 JOB No SUBJECT JOB NAME 6 T 2 e DATE 1-4.11.c SHEET •4' 12' OF 6 113? ( I G ‘1( /- 54.71/ f/f 2 3 y Ic- BY -2 3 / /.7/, C it) e e- c" 2 2.3 cy/ 32$ .2 3 -1 . 4/0-6 lit Co pc:: c tu) c' 1 5Y/ 3 " .0 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO JOB NAME SUBJECT f± c�•'t`G4 -a� t� w \J-1 go. CA> Lt1 4. 09 Cc) /4- 1'17 s (l so y- i% t- E (2) DATE '/e 9 if SHEETOF BY e to t (. 17.;? (A /2 - 33 /Gyp' `-{fit, g w '3 gmfill nth ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB No,,,_ . ,.JOB NAME u"' l— ¢cIGIOi)k.G1.4 SUBJECT DATE 6183 19V4 SHEETL' :/V. OF BY ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522 -6698 JOB No JOB NAME c/" r p_e(} e/ DATE 6./R ° I SUBJECT f -cam e / ' - 1 / -i ' J L' ZZ SHEET -` /C-OF a 3u) a.9 6X(_70 -/O). t 8/ Or ()375" (85`>< ‘• 70/ ,'7c)/ 36. a�. = b ",O / 6' I1 44 --sr 1 -----(0 c WALL OVERTURBIHG Geometry L1 (ft)= 4 L2 (ft)= 18 L3 (ft)= 4 Length ft= 26 Wth (ft)= 3 Area sq ft 78 Thk (in)= 12 BURY (ft)= 0 Loads Wall (k)= 18,9 P1, (klp) =, 0 P2 (kip)= 0 P3 (kip)= 10.8 Dist (ft)= Moment 'k= 285.6 Output Mom acts left-- - F.S, = 1.88 W1 (ksf)= 1,51 W2 (ksf)= 0,00 L4 (ft)= 18.30 Total wt = 41.40 Mom resis= 538,2 538.2 Ftg wt /ft= 0.15 Ftg wt kip 11.7 resul loc 6.8985507 6.8985507 ^ - -- Dist- - - - ^P3 P1 . P2 .I ^- L1- ^---- L2---- ^ -L3 -^ 9 W1^--- L4 - - - ^W2 -- right - -- 1,88 1,51 0,00 18.30 ,WALL OVERTURNING Geometry L1 (ft)= 7 L2 (ft)= 10 7 Length ft= 4 Area sq ft 18 "BURY (ft)= L3 (ft)= Wth (ft)= Thk (in)= Loads Wall (k)= 10.5 P1 (kip)= 0 P2 (kip)= 0 P3 (kip)= 3.6 Dist (ft)= Moment 'k= 285.6 Output Mom acts left-- - F.S. = 1.50 W1 (ksf)= 1.49 W2 (ksf)= 0.00 L4 (ft)= 12.00 Total wt = 35.70 .. Mom resis= 428.4 Ftg wt /ft= 0.225 Ftg wt kip resul loc 0 24 96 0 P P2 ^— L1— ^---- L2---- ^.. -L3 —^ 5 W1^--- L4__ — ^W2 -- right - -- 1.50 1.49 0.00 12.00 428.4 21.6 8 Shear Wall Design �D INPUT service loads DL 14 0 .0 14.00 10.00 6.00 3.00 .2 *F'c= 60.00 Axial (kips) Shear (kips) Mom (ft -k) Wall Ht (ft) Wall L (ft) Wall t (in.) f'c (ksi) Fy (ksi) LL LATERAL 3 0 0 20 0 286 INPUT ALL.AX.STRESS= D =.9 *L= 0.6 Bar area = 0.6 9.00 0.2 OUTPUT Loads (ult) Axial (kips) Shear (kips) Mom (ft -k) Mom design Mom uncrack Axial stress Eccen (ft) a (ft) Cu (kips) Tu = Cu - Pu As = Tu /.9 *F Vu /phi (kip) 10 *sgrt(f'c) Vc kips Av= in ^2 /ft spacing (in) P /A +M /S <.2Fc DL +LL 23.99 0.51 0.00 0.00 73.94 0.60 4.00 0.25 39.00 15.01 0.28 0.60 354.92 70.98 0.00 13.33 0.03 DL +EQ DL -EQ 12.69 12.69 28.56 28.56 400.40 400.40 400.40 400.40 Load per ft (klf)= 35.55 35.55 1.25 1.25 53.86 53.86 41.17 41.17 0.76 0.76 47.60 47.60 DL +LL +EQ 23.24 28.98 400.40 400.40 43.20 21.23 1.37 59.35 36.11 0.67 48.30 DL +LL -EQ 23.24 28.14 400.40 400.40 21.23 1.37 59.35 6 36.11 2'� 0.67 ,f- -- 46.90 0.00 13.33 0.35 0.00 13.33 0.35 0.00 13.33 0.37 0.00 13.33 0.37 Shear Wall Design INPUT service loads DL Axial (kips) 30 Shear (kips) 0 Mom (ft-k) 0 Wall Ht (ft) 14.00 Wall L (ft) 18.00 Wall t (in.) 6.00 f'c (ksi) 3.00 .2 *F'c= Fy (ksi) 60.00 LL LATERAL 15 0 0 20 0 286 INPUT ALL.AX.STRESS= D=.9*L= 0.6 Bar area = 0.6 16.20 0.2 OUTPUT Loads (ult) Axial (kips) Shear (kips) Mom (ft -k) Mom design Mom uncrack Axial stress Eccen (ft) a (ft) Cu (kips) Tu = Cu - Pu As = Tu /.9 *F Vu /phi (kip) 10 *sqrt(f'c) Vc kips Av= in ^2 /ft spacing (in) P /A +M /S <.2F0 DL±LL 67.28 0.51 0.00 0.00 239.57 0.60 7.20 0.71 39.00 -28.28 0.00 0.60 638.86 127.77 0.00 13.33 0.05 DL +EQ DL -EQ 26.73 26.73 28.56 28.56 400.40 400.40 400.40 400.40 Load per ft (klf)= 22.18 22.18 0.87 0.87 37.61 37.61 10.88 10.88 0.20 0.20 47.60 47.60 DL +LL +EQ 62.75 28.98 400.40 400.40 43.20 13.58 1.27 54.75 -8.00 0.00 48.30 DL +LL -EQ 62.75 28.14 400.40 400.40 13.58 1.27 54.75 -8.00 0.0 0 .2. 46.90 0.00 13.33 0.12 0.00 13.33 0.12 0.00 13.33 0.15 0.00 13.33 0.15 ENGINEERS - -NORTHWEST INC. P.S. 6869 WOODLAWN AVE, ME.- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB NO SUBJECT JOB NAME .v 6 DATE b . /`9 .954 SHEETS /, op BY GJ t 3 7 5 s ao ¢ 6 Mot SSA-' /).$ , 3 0. ) �✓� ,/37 (05'k o 7072 3 /• 4 !`' ENGINEERS—NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 FAX # (206) 522-6698 6 ./6 •9 JOB NO JOB NAME 6 7— Pe,,,a( DATE SUBJECT 4.4., -A 4.0- a- • S ;GO c. e "V't SHEET?- 2 OF BY 4 oe. 30 4- 5-2..0 sio t /G U3 -- / ,/37C (g/3.5-xeo 4-SI?‹ 2 ( 4 5ez, s e _ec7* 0( • 1)3?5 I- V 3 11.° C./ (}6 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 B No JOB NAME SUBJECT -G S 71- 5,;& v Get C DATE --' � /s • SHEET4. al OF BY tJ_ /6.0C4. Pr '2r- gti /G?‹. /2. -?< - �S !-5 U++. .Z1.6 44. /• '7 65 y 3 27-( r5 ;43' \-39.8 / /.'? 5-, ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560. FAX # (206) 522 -6698 tU')e No JOB NAME Revc/ BJECT 'D 2 ; < ) - 3.7i `` lM 7 ) - //, 2 2s" j7 D !To x ...VT k 2 ` :. 7 Ca ( 1244 9 .S ^6 ?, 2 g )• - /2.3 c_ 26 ( ) win = 2 ) /; (c) i_ / cf ?4 j D 2v u L /Lti k 2° _ c)9U DATE / .49 T SHEETS ' - OF BY ed, Pz Ala /4 ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME 6 T P.Q U e- (o % t4- .e,5 DATE G � g '`P SUBJECT SHEET ,-' 2=7 OF BY V e/ -6 t-( 540 G x /G: 6 c p (/1.2 - 0.5)W t r a, o T? 1. = /Z c.) 4- 142?c2Y P L. 7 C./ , W X 5c.) 1 I 3 '1-.. 6". /t.117 . /G• E3 ; 9. G- . )/ 2 /'f' /y %fL ?D.Ca t (1-7"/ - /Z,3) /2 = ,2/0 7• 36,- 5 -f r2.3 r,"01 .. f . 9. xZ5€- Shear Wall Design INPUT service Axial (kips) Shear (kips) Mom (ft -k) Wall Ht (ft) Wall L (ft) Wall t (in.) f'c (ksi) Fy (ksi) loads DL 02 17 16.00 24.00 11.25 3.00 60.00 LL LATERAL 37 0 0 41 29 650 INPUT ALL.AX.STRESS= D =.9 *L= -67 .2 *F'c= 0.6 Bar area = 0 21.60 0.4 OUTPUT Loads (ult) DL +LL DL +EQ DL -EQ Axial (kips) 164.26 65.16 65.16 Shear (kips) 0.51 56.84 56.84 Mom (ft -k) 73.10 925.30 894.70 Mom design 0.00 925.30 894.70 Mom uncrack 798.58 Axial stress 0.83 Load per ft (klf)= Eccen (ft) 9.60 23.80 23.33 a (ft) 0.66 Cu (kips) 39.00 Tu = Cu - Pu - 125.26 As = Tu /.9 *F 0.00 Vu /phi (kip) 0.60 10 *sgrt(f'c) 1597.16 Vc kips 319.43 Av =in'2 /ft 0.00 spacing (in) 14.22 P /A +M /S <.2Fc 0.05 Shear 0.65 72.90 7.74 0.14 94.73 0.64 71.44 6.28 0.12 94.73 DL +LL +EQ 153.16 57.26 974.40 974.40 111.57 15.96 1.04 115.97 -37.19 0.00 95.43 DL +LL -EQ 153.16 56.42 845.60 845.60 15.12 0.98 109.72 -43.44 0.00 94.03 0.00 0.00 14.22 14.22 0.09 0.09 Wall Design 0.00 14.22 0.12 0.00 14.22 0.11 INPUT service loads DL Axial (kips) 175 Shear (kips) 0 Mom (ft -k) 146 Wall Ht (ft) 14.00 Wall L (ft) 24.00 Wali. t (in.) 11.25 f'c (ksi) 3.00 Fy (ksi) 60.00 LL LATERAL 100 0 0 106 210 2132 INPUT ALL.AX.STRESS= D =.9 *L= .2 *F'c= 0.6 Bar area = 0 21.60 0.4 OUTPUT Loads (ult) DL +LL DL +EQ Axial (kips) 415.00 157.50 Shear (kips) 0.51 148.40 Mont (ft -k) 561.40 3116.20 Mom design 0.00 3116.20 2853.40 Mom uncrack 798.58 Axial stress 0.90 Load per ft (klf)= Eccen (ft) 9.60 29.39 27.72 a (ft) 1.57 1.83 1.73 DL -EQ 157.50 148.40 2853.40 Cu (kips) 39.00 Tu = Cu - Pu - 376.00 As = Tu /.9 *F 0.00 Vu /phi (kip) 0.60 223.77 66.27 1.23 247.33 210.51 53.01 0.98 247.33 DL +LL +EQ 385.00 148.82 3483.20 3483.20 121.97 18.65 2.92 356.49 -28.51 0.00 248.03 DL +LL -EQ 385.00 147.98 2486.40 2486.40 16.06 2.49 303.73 -81.27 0.00 - 246.63 10 *sgrt(f'c) 1597.16 VC kips 319.43 Av= in ^2 /ft 0.00 spacing (in) 14.22 P /A +M /S <.2FC 0.13 0.00 14.22 0.29 0.00 14.22 0.27 0.00 14.22 0.39 0.00 14.22 0.31 c WALL OVERTURNING Geometry L1 (ft)= 15 L2 (ft)= 24 L3 (ft)= 15 Length ft= Wth (ft)= 12 Area sq ft Thk (in)= 24 BURY (ft)= Loads Wall (k)= 275 P1 (kip)= 0 P2 (kip)= 0 P3 (kip)= 0 Dist (ft)= Moment 'k= 2488 Output Mom acts F.S. = Wi (ksf)= W2 (ksf)= L4 (ft)= Total wt = Mom resis= Ftg wt /ft= resul loc left- - 7.91 1.55 0.70 54.00 728.60 19672.2 0.7 3.414768 54 648 4 A - - -- Dist- - - - ^P3 P1 P2 ^- L1- ^---- L2---- ^ -L3 -^ 0 W1^--- L4 - - - ^W2 �s� Ftg wt kip -- right - -- 7.91 1.55 0.70 54.00 19672.2 453.6 3.414768 ENGINEERS—NORTHWEST INC. P.S. 60,1 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No SUBJECT JOB NAME 7L C-77 T— p�L elcip 26 = �Sx 20 !p� edei_ ;(- 1.4 te tc.) � - 50 . 7 ) 2,s e:,• DATE 6- 2- 44 -5S` SHEET / " L�OF BY C`'? icy 13 RISA -2D (R) Version 3,03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page 4tt1e, Washington 98115 Date Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects : No Redesign : Yes Edge Forces : No A.S.I.F. : 1.333 Node Boundary Conditions No X -Coord Y -Coord X-dof Y -dof Rotation Temp. (ft) (ft) ( in, K /in)---- (in,K /in)--- (r,K -ft /r) (F)- 1 0,00 0.00 R R 0.00 2 22,50 0.00 R R 0.00 (145.4 00 0.00 R R 0,00 4 0.00 14.00 0.00 5 22,50 14.00 0.00 6 45,00 14.00 0.00 7 0.00 28,00 0.00 8 22.50 28,00 0.00 9 45.00 28,00 0,00 Material Elastic Poisson's Thermal Weight Yield Stress Label Hodulus Ratio Coefficient Density (FY) (Ksi) (F) (K /ft3) (Ksi) - - -- 1 29000.00 0.30000 0.65000 0.490 36,000 2 29000,00 0.30000 0,65000 0.490 46.000 Section Database Natl. Area Homent of As y/y Label Shape Set Inertia Coef (in "2) (inA4) COL TU8X8X4 2 7,59 75.100 1.20 FLRBH W18X50 1 14.70 800.000 1.20 RFBH W18X40 1 11.80 612.000 1,20 BRACE TU8X8X4 2 7.59 75.100 1,20 jir I J I Releases J End Offsets Node Node Section x y z x y z Sec Sway 1 J Length (in)-- --(in) (ft) 1 1 - 4 COL Y 14.00 RISA -2D (R) Version 3,03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page 'ttle, Washington 98115 Date I J 1 Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in)-- - -(in) (ft) 2 4 - 7 COL Y 14.00 3 2 - 5 COL Y 14.00 4 5 - 8 COL Y 14.00 5 3 - 6 COL Y 14,00 6 6 - 9 COL Y 14,00 7 4- 5 FLRBH 1 1 22.50 8 5- 6 FLRBH 1 1 22.50 9 7- 8 RFBH 1 1 22.50 10 8 - 9 RFBN 1 1 22.50 11 1 - 5 BRACE 1 1 26,50 12 3 - 5 BRACE 1 1 26.50 13 4 - 8 BRACE 1 1 26.50 14 6 - 8 BRACE 1 1 26.50 I J Unbraced Lengths K Factors Bending Coefs IL Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 4 2,10 ' 2 4 - 7 1.20 3 2 - 5 2.10 4 5 - 8 1.20 5 3 - 6 2.10 6 6 - 9 1.20 7 4 - 5 6.00 8 5 - 6 6.00 9 7 - 8 6.00 10 8 - 9 6.00 11 1 - 5 12 3 - 5 13 4 - 8 14 6 - 8 Section Set Depth Range Width Range Unity Check Range Max Bin Max Hin Hax Hin (in) (in) (in) (in) COL 0.9000 0.5000 FLRBH 0.9000 0,5000 RFBN 0.9000 0.5000 BRACE 0.9000 0,5000 rt. 44 :(0l 720/R, 1c0 = 6 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page rt1e, Washington 98115 Date BLC Basic Load Case No. Description Load Totals Nodal Point Dist, 1 DL 1 2 BL 1 3 EQ 2 Nodal Loads, BLC 1: DL 4 4 Node Number Global X Global Y Moment (K) (K) (K-ft) - - -- 9 0.000 -4.000 0.000 Member Distributed Loads,BLC 1: DL Hob I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location (K /ft,F) (K /ft,F) (ft) (ft) - - -- 7 4 - 5 Y -0.700 -0.700 0.000 22.500 8 5 - 6 Y -0.700 -0.700 0.000 22.500 9 7 - 8 Y -0.210 -0.210 0.000 22.500 10 8 - 9 Y -0.210 -0.210 0.000 22.500 Nodal Loads, BLC 2: BL Node Number Global X Global Y Moment (K) (K) (K- ft) - - -- 9 0,000 -6.700 0.000 Member Distributed Loads,BLC 2: BL Hob I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location (K /ft,F) (K /ft,F) (ft) (ft) - - -- 7 4 - 5 Y -0.980 -0.980 0,000 22,500 8 5 - 6 Y -0,980 -0.980 0.000 22.500 9 7 - 8 Y -0.350 -0,350 0.000 22,500 10 8 - 9 Y -0.350 -0.350 0.000 22,500 Nodal Loads, BLC 3: EQ Node Number Global X Global Y Moment (K) (K) (K- ft) - - -- 9 23.000 0.000 0.000 6 23.600 0.000 0.000 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page Arttle, Washington 98115 Date Load Conbination Self Wt .BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 DL LL 2 DL EQ 3 DL -EQ 4 DL LL EQ 5 DL LL -EQ 11 11 11 11 11 21 31 3 -1 21 21 31 3 -1 Dynamic Analysis Data Number of modes (frequencies) : 3 Basic Load Case for passes : None BLC mass direction of action : X only Acceleration of Gravity : 32.20 ft /sec * *2 ENVELOPE SOLUTION Nodal Displacenents 1 1 1 1 1 "IL Node Global X Global Y Rotation (in) LC (in) LC (rad) LC- 1 max 0.00000 2 0.00000 2 0.00038 5 vin - 0.00000 5 - 0.00000 5 - 0.00035 2 2 max 0.00000 2 - 0,00000 3 0.00029 5 in - 0.00000 5 - 0.00000 4 - 0.00028 2 3 sax 0.00000 .4 0.00000 3 0.00044 3 min -0.00000 3 - 0.00000 4 -0.00046 4 4 max 0.05450 2 - 0.00192 2 0.00026 3 min - 0.05670 5 - 0.02679 5 - 0.00027 4 5 max 0.04666 4 - 0,00997 3 0.00026 3 min - 0.04665 3 - 0.02925 4 - 0.00027 4 6 max 0.06927 4 - 0,00676 3 0.00031 3 in -0.06706 3 - 0.03317 4 - 0.00032 4 7 max 0.09044 4 - 0.00373 2 0.00015 3 min - 0.08696 3 - 0.03159 5 - 0.00019 4 8 max 0.09043 4 - 0.01085 3 0.00023 3 min -0.08694 3 - 0.03827 4 - 0,00026 4 9 max 0.10860 4 - 0.01161 3 0.00018 3 in - 0.10511 3 - 0.04614 4 - 0.00019 4 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page tattle, Washington 98115 Date ENVELOPE SOLUTION Reactions Node Global X Global Y Moment (K) LC (K) LC (K- ft)- - - -LC- 1 max 31.52306 5 54.69696 5 0.00000 1 min - 19.34630 2 - 9.51024 2 0.00000 1 2 max 0.00548 5 38.32020 4 0.00000 1 min -0.00308 2 13.05635 3 0.00000 1 3 max 20.20533 3 63.59323 4 0.00000 1 min - 32.38449 4 - 3.70651 3 0.00000 1 ENVELOPE SOLUTION Member Section Results Hodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in0-- 1 1- 4 A 35.09 5 35.09 5 35.09 5 35.09 5 35.09 5 Iliv 2.52 2 2.52 2 2.52 2 2.52 2 2.52 2 V 0.01 2 0.01 2 0.01 2 0.01 2 0,01 2 -0.02 5 -0.02 5 -0.02 5 -0.02 5 -0.02 5 H 0.00 2 0.07 5 0.14 5 0.20 5 0.27 5 -0.00 5 -0.05 2 -0.10 2 -0.15 2 -0.19 2 D 0.000 1 0.016 5 0,031 5 0.045 5 0.057 5 0.000 1 -0.015 2 -0.029 2 -0.043 2 -0,054 2 2 4- 7 A 6.30 1 6,30 1 6.30 1 6.30 1 6.30 1 2.36 2 2.36 2 2.36 2 2.36 2 '2.36 2 V 0.02 5 0.02 5 0.02 5 0,02 5 0.02 5 -0,01 2 -0.01 2 -0.01 2 -0,01 2 -0.01 2 M 0.27 5 0.20 5 0.14 5 0.07 5 0,00 2 -0.19 2 -0.15 2 -0.10 2 -0.05 2 -0.00 4 D 0.000 1 0.010 3 0.018 3 0.025 3 0.031 3 0.000 1 -0.011 4 -0.020 4 -0.029 4 -0.037 4 3 2- 5 A 38.32 4 38.32 4 38.32 4 38.32 4 38.32 4 13.06 3 13.06 3 13.06 3 13.06 3 13.06 3 V 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.01 5 -0.01 5 -0,01 5 -0.01 5 -0.01 5 H 0.00 2 0.02 5 0.04 5 0.06 5 0.08 5 -0.00 5 -0.01 2 -0.02 2 -0.03 2 -0.04 2 D 0.000 1 0.012 5 0.024 5 0.036 5 0.047 3 0,000 1 -0,012 2 -0.024 2 -0.035 2 -0.047 4 RISA -2D (R) Version 3,03 Engineers Northwest Job 6869 Woodlanwn Ave, HE, Suite 205 Page (attle, Washington 98115 Date Nodes Henber Quarter Points Ho I J I -End 1/4 1/2 3/4 J -End (K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 4 5- 8 A 11.82 4 11.82 4 11,82 4 11.82 4 11.82 4 1.16 3 1,16 3 1.16 3 1.16 3 1.16 3 V 0.01 5 0.01 5 0.01 5 0.01 5 0.01 5 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 H 0,08 5 0.06 5 0.04 5 0.02 5 0.00 4 -0.04 2 -0,03 2 -0.02 2 -0.01 2 -0,00 1 D 0.000 1 0.011 3 0.021 3 0.031 3 0.040 3 0.000 1 -0.011 4 -0.022 4 -0.033 4 -0.044 4 5 3- 6 A 43.46 4 43.46 4 43.46 4 43.46 4 43.46 4 8.85 3 8.85 3 8.85 3 8.85 3 8.85 3 V 0.02 4 0.02 4 0.02 4 0.02 4 0.02 4 -0.02 3 -0.02 3 -0,02 3 -0.02 3 -0.02 3 H 0.00 3 0.07 3 0.14 3 0.21 3 0.28 3 -0,00 1 -0.07 4 -0.14 4 -0.22 4 -0.29 4 D 0.000 1 0.018 3 0.036 3 0,053 3 .0.067 3 0,000 1 -0.019 4 -0.037 4 -0.054 4 -0.069 4 6 6- 9 A 17.00 1 17.00 1 17.00 1 17.00 1 17.00 1 6.36 2 6.36 2 6.36 2 6.36 2 6.36 2 V 0.02 3 0.02 3 0.02 3 ' 0.02 3 0,02 3 -0.02 4 -0.02 4 -0.02 4 -0,02 4 -0.02 4 H 0.28 3 0.21 3 0.14 3 0.07 3 . 0,00 5 -0.29 4 -0.22 4 -0.14 4 -0.07 4 -0.00 4 D 0.000 1 0.012 3 0,022 3 0,030 3 0,038 3 0,000 1 -0.012 4 -0.022 4 -0.031 4 -0.039 4 7 4- 5 A 12.38 2 12.38 2 12.38 2 12.38 2 '12.38 2 -15.86 5 -15.86 5 -15.86 5 -15.86 5 -15.86 5 V 18.90 1 9.45 1 0.00 2 -3.94 2 -7.87 2 7.88 2 3.94 2 -0.00 1 -9.45 1 -18.90 1 H 0.00 1 -33.22 2 -44.30 2 -33.22 2 0.00 1 0.00 1 -79.73 1- 106.31 1 -79.73 1 -0.00 2 D 0.000 1 -0.117 3 -0.161 3 -0.106 3 0.053 5 0.000 1 -0.283 4 -0.390 4 -0.257 4 0.021 2 8 5- 6 A 32.21 3 32.21 3 32.21 3 32.21 3 32.21 3 -35,70 4 -35.70 4 -35.70 4 -35.70 4 -35.70 4 V 18.90 1 9.45 1 0,00 2 -3.94 2 -7.87 2 7.88 2 3.94 2 -0.00 1 -9.45 1 -18.90 1 H 0.00 1 -33.22 2 -44.30 2 -33.22 2 0.00 1 0,00 1 -79.73 1- 106.31 1 -79.73 1 -0.00 2 D 0.000 1 -0.117 3 -0.160 3 -0.103 3 0.056 5 0.000 1 -0,284 4 -0.391 4 -0,260 4 0.018 2 4 -33 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page ,attle, Washington 98115 Date Hodes Herber Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 9 7- 8 A 0.01 2 0.01 2 .0.01 2 0.01 2 0.01 2 -0.02 5 -0.02 5 -0.02 5 -0.02 5 -0.02 5 V 6.30 1 3.15 1 0.00 2 -1.18 2 -2.36 2 2.36 2 1.18 2 -0.00 1 -3.15 1 -6.30 1 H 0.00 1 -9.97 2 -13.29 2 -9.97 2 0,00 1 0.00 1 -26.58 1 -35,44 1 -26.58 1 -0.00 2 D 0.000 1 -0.048 3 -0.067 3 -0.046 3 0.004 5 0,000 1 -0,129 4 -0.182 4 -0.130 4 -0,003 2 10 8- 9 A 23.02 3 23.02 3 23.02 3 23,02 3 23.02 3 -23.02 4 -23.02 4 -23.02 4 -23.02 4 -23.02 4 V 6.30 1 3.15 1 0.00 2 '1.18 2 -2.36 2 2.36 2 1.18 2 -0,00 1 -3.15 1 -6.30 1 N 0,00 1 -9.97 2 -13.29 2 -9.97 2 0.00 1 0,00 1 -26,58 1 -35.44 1 -26,58 1 -0.00 2 D 0.000 1 -0.048 3 -0.067 3 -0.047 3 0.002 3 0.000 1 -0.131 4 -0.185 4 -0.136 4 -0.009 4 1- 5 A 37.10 5 37.10 5 37,10 5 37,10 5 37.10 5 -22.77 2 - 22.77 2 -22.77 2 -22.77 2 -22.77 2 V 0.00 4 0.00 4 0.00 4 0,00 4 0,00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 H 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 4 -0.00 4 -0,00 4 -0.00 4 D 0,000 1 0.004 3 0.008 3 0,011 3 0.015 3 0.000 1 -0.012 4 -0.023 4 -0.035 4 -0.047 4 12 3- 5 A 38.12 4 38.12 4 38.12 4 38.12 4 38.12 4 -23.77 3 -23.77 3 -23.77 3 -23.77 3 -23.77 3 V 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 5 -0.00 5 -0.00 5 -0,00 5 -0.00 5 H 0.00 1 0,00 5 0.00 5 0,00 5 0,00 5 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.011 5 0.022 5 0.033 5 0.044 5 0.000 1 -0.003 2 -0,007 2 -0.010 2 -0.013 2 13 4- 8 A 18.73 5 18.73 5 18.73 5 18.73 5 18.73 5 -14.61 2 -14.61 2 -14.61 2 -14.61 2 -14.61 2 V 0.00 2 0.00 2 0,00 2 0.00 2 0.00 2 -0.00 5 -0,00 5 -0,00 5 -0.00 5 -0.00 5 H 0,00 1 0.00 5 0.00 5 0.00 5 0.00 5 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0,00 2 D 0.000 1 0,009 3 0,017 3 0,026 3 0.035 3 0,000 1 - 0.019 4 -0.038 4 -0,057 4 -0.076 4 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page (att1r Washington 98115 Date e1 r Hodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J -End (K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 14 6- 8 A 14.30 4 14.30 4 14.30 4 14.30 4 14.30 4 -10.19 3 -10.19 3 -10,19 3 -10.19 3 -10.19 3 V 0.00 4 0.00 4 0.00 4 0,00 4 0.00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 H 0.00 1' 0.00 3 0.00 3 0.00 3 0.00 3 0,00 1 -0.00 4 -0.00 4 -0.00 4 ,-0.00 4 D 0.000 1 0.017 5 0.034 5 0.051 5 0.068 5 0.000 1 -0.008 2 -0,015 2 -0.023 2 -0.030 2 ENVELOPE SOLUTION AISC Code Checks Hodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc 1 1- 4 0,398 5 0.39 5 0.39 5 0.39 5 0,40 5 0.40 5 0,00 5 2 4- 7 0,046 5 0.05 5 0.04 5 0.04 5 0.04 5 0.04 1 0.00 5 3 2- 5 0.426 4 0.43 4 0,43 4 0.43 4 0.43 4 0.43 4 0.00 5 4 5- 8 0,076 4 0.08 4 0.08 4 0.08 4 0.08 4 0.08 4 0.00 5 5 3- 6 0.493 4 0.48 4 0.49 4 0.49 4 0.49 4 0.49 4 0.00 4 6 6- 9 0,115 4 0.12 4 0.11 4 0.11 4 0.11 4 0.11 1 0.00 4 7 4- 5 0.736 4 0.15 2 0.59 4 0,74 4 0.59 4 0.15 2 0.21 1 8 5- 6 0.989 5 0.39 3 0.84, 5 0,99 5 0.84 5 0.39 3 0.21 1 9 7- 8 0.262 4 0.00 2 0.20 4 0.26 4 0.20 4 0.00 2 0,08 1 10 8- 9 0.855 5 0,59 3 0.79 5 0.85 5 0,79 5 0.59 3 0.08 1 11 1- 5 0.345 5 0.35 5 0.35 5 0,35 5 0.35 5 0.35 5 0.00 3 12 3- 5 0.354 4 0,35 4 0.35 4 0,35 4 0.35 4 0.35 4 0.00 4 13 4- 8 0.174 5 0.17 5 0.17 5 0.17 5 0.17 5 0.17 5 0.00 5 14 6- 8 0.133 4 0,13 4 0.13 4 0.13 4 0.13 4 0.13 4 0,00 4 ENVELOPE SOLUTION Alternate Sections Section Set Suggested Alternatives COL TU8X6X3 TU10X4X3 TU8X4X4 AL4X8X.25 TU10X6X3 FLRBN W18X55 W12X58 HP13X60 W18X60 W14X61 RFBH W10X33 W14X34 W8X35 W12X35 W16X36 BRACE TU8X6X3 TU7X7X3 TU6X6X4 TU10X6X3 TU12X6X3 ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Joe No SUBJECT JOB NAME r7.2-1— 17-a DATE SHEET 6' ‘-(:)F BY k a 6 4, •1 is. c-) •••••••■••••••••• n. 3 T/7 /2 x %t2v C. "2 1 '0. e-4/ e+27 City of Tukwila Department of Community Development 1994 Mr. Bob Fadden Lance Mueller & Associates 130 Lakeside Seattle, Washington 98122 Re: G.T. Development, Plan review #B94 -0261 Dear Mr. Fadden: John W. Rants, Mayor Rick Beeler, Director The initial plan review by Tukwila Building Division has been completed. Prior to plan review approval clarifications and /or revisions to the plans will be necessary to show compliance with Tukwila ordinance. The following comments are applicable: 1. Site Plan(s) The construction documents submitted with this application will become the permit record. As such, the landscape plan is labeled "preliminary". Please submit final version of the landscape plan. 2. The accessible route of travel from the barrier -free parking stall(s) to the building entry is required to maintain specific dimensional requirements. Specifically, the exterior ramp from the passenger loading area to the sidewalk is required to be a minimum of 44- inches wide, and the landing at top and bottom must be a minimum of 60- inches measured in the direction of travel. 3. The property described for this development includes 10 legal lots of record. The resulting building under this proposal will be built across said lots which will involve construction across existing property lines. Provide a new recorded legal description with the interior property lines removed. 4. Fire Resistive Requirements: The South wall of the existing and proposed addition is located Tess than 20 -feet from the South property line. Consequently, openings in this wall are required to be protected by a fire assembly having a 3/4 hour fire resistive rating. In addition, fire resistive requirements for this wall must be established and noted on the construction drawings. Ref: UBC Sec. 2003 (a). 5. Exiting: Lobby 101, Passage 135, Vestibule 102, Stair138, and Lobby 201 make up an area of the building which creates an "intervening" room in a required egress path. In order for this area to be eliminated from consideration as an "intervening" room for the purposes of exiting, this area must be constructed as required for exit corridors. In this case one hour fire resistive 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 Mr. Bob Fadden B94 -0261 July 28, 1994 Page 2 Exiting (cont.) construction would be required for the envelope of this area. Show detailed construction requirements and required protection of openings on plans. 6. Vestibule 126, & Locker Room 118 remain open to the production area, at one end, and lead to an exit door at the other. This configuration functions as an exit corridors which serves the production area. Review plans and provide detailed requirements to show compliance with UBC Sec. 3305 (g) and (h). 7. Show an exit door for "Second Operation" room 119. Re: Sheet A -2. 8. Stair enclosure # 115 must provide one hour fire resistive separation from the remainder of the tenant space. Provide note to plans, or construction detail which shows that the walls of the enclosure will extend to underside of roof deck. 9. Stair # 225 provides access to "Vestibule 126 ". This Stair enclosure must also provide separation between the upper floor space and "Vestibule 126 ". Provide note to plans or construction detail which shows that the walls of the enclosure will extend to underside of roof deck or a one hour (listed) fire resistive ceiling assembly will be constructed over this area. Energy Code: 10. The Washington' State Non - residential Energy Code is comprised of three categories; building envelope, mechanical equipment, and lighting & motors. The building envelope has been qualified in the architectural submittal and calculations, and the mechanical systems that will be required for this building will be qualified under a separate mechanical permit. However, since the lighting is shown to be installed on the architectural drawings, and we do not issue electrical permits, the lighting & motors portion must be qualified prior to this plan review approval. Please provide the following on the plans: 11. A lighting plan for the outdoor parking areas and building exterior. Include a lighting fixture schedule for the exterior lighting, with description of fixtures, fixture wattage, number of fixtures and total wattage summary to coincide with the lighting power budget calculations that were submitted. Mr. Bob Fadden B94 -0261 July 28, 1994 Page 3 Energy Code (cont.) 12. A lighting fixture schedule for the interior lighting. Schedule to include a description of each fixture type, fixture wattage (including ballast, for fluorescent fixtures), number of fixtures and total wattage summary to coincide with the lighting power budget calculations that were submitted. 13. Lighting controls, in accordance with energy code sections 1513 through 1513.6.2, must be shown on plans and specific control equipment noted on plans. Note: Daylight zone control areas should be designated on lighting plan to expedite inspection approval. 14. All permanently wired polyphase motors of 1 -hp or more, which are not part of an HVAC system, shall comply with Section 1437 of the Washington State Non - residential Energy Code. If this section applies to the GT Development proposal, provide necessary information to document compliance. 15. General: HVAC requirements have not been detailed on the proposed construction documents. Since the ventilation portion is an ordinance requirement for occupancy, provide a specific design or a general notation to the plans to show how this system will be provided. If the mechanical systems are to be accomplished under a bidder designed installation, the successful bidder will have to apply for the mechanical permit at this time. The building permit cannot be issued until compliance with all Tukwila ordinances has been documented. Please respond to these comments in itemized letter form and submit two copies of revised plans or additional information that is developed. Since there may be significant changes to the construction documents as a result of your response, your application will remain with Building Division pending your response. If you have any questions you may call this office, weekdays, between 8 :30 AM and 5:00 PM. Sincerely, Tukwila Building Division 0-6orl Robert Benedicto, Sr. Plans Examiner R 0 B E R T FOSSATTI A S S O C I A T E S CONSULT)NC ENGINEERS July 21,1994 A PROFESSIONAL (000 NORTON BUILDING SERVICES 001 SECOND AVENUE CORPORATION SHAME. W'ASIIINGTON 90104 TELEI'IIONE :1200) 021.1003 FAX: (206) 021.9740 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED JUL. 2 Z 1994 colvhviusvITY DEVELOPMENT Attention: Duane Griffin Reference: 94 -T- 09/94102 -09 (G. T. Development) Dear Mr. Griffin: 110 SOUTH MOTEL STREET SUITE 202C l)ONOLULU. I IAWAMI 90013 TELEPHONE: (808) 533.6699 FAX: (0011) 545.22(10 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. The drawings are too incomplete to review at this time. Resubmit a complete set of construction documents for our review. Please have the applicant resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys 1 Kolke CK /jw :1 cc: Lance Mueller & Associates Architects 130 Lakeside Seattle, WA 98122 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * RE lS!.N SUB: <<ITTAL * DATE <7 / PROJECT NAME e Q y /L 62e ADDRESS g''3 / 6, g T CONTACT PERSON gO K! 64/8 TONE c.c.3 ARCHITECT OR ENGINEER (.- M(9 MGed0/ ijjjo,� 6 71LQW /7 RECEIVED CITY OF TUKWILA JUL 1 9 1994 PERMIT CENTER PLAN CHECK/PERMIT NUMBER TYP OF R VISI N: b k them Q(CPIAll SHEET NUMBER(S) "Cloud" or highlight all a eas of revisions and date revisions. SUBMITTED TO: July 13, 1994 �X- City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director Mr. Ali Sadr, P.E. Barghausen Engineers 18215 72nd Avenue South Kent, Washington 98032 Re: Shoreline Permit - GT Development Dear Mr. Sadr; This is to summarize our meeting yesturday on the final requirements for the GT Development project Substantial Shoreline Development permit, and provide a couple of answers for questions that you had in the meeting. DRAWINGS 1. Corrections to the drawings and labels on the drawings need to be made, as discussed in the meeting. 2. The houses and small buildings on the plan need to be removed; they are no longer there. 3. All site drawings should be consistent, le landscape drawings and architectural site plan should reflect civil engineering plans (location of trail with respect to building differs from drawing to drawing). SITE IMPROVEMENTS 4. Revisions to the grade between the trail and the building on the east side of the building need to be made, as discussed, If the elevation at the building foundation is raised two feet to meet the elevation of the trail, changes need to be made to the entrance and patio area on that side of the building. 5. Letter from geo- engineers is dated September 1993, and does not reflect what is being proposed in the project. This needs to be revised to reflect current plans (the letter says the blackberries will stay; landscape plans show otherwise). A statement needs to be made that the bank will be stable for the life of the project, as discussed with Phil Fraser. 6. The City prefers that the developer of the site construct the trail. At the least, the developer must provide a base to the trail appropriate for fire access and dike maintenance vehicles, I will confirm this with Don Williams of the parks department. UTILITIES 7. I spoke with Phil Fraser this afternoon, and he said that he still needs hydraulic calculations in 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 order to be assured that flood storage capacity is adequate on the site before the shoreline permit can be issued. 8. Phil also requires that the pipe from the development to the river be sized appropriately to assure surcharge, and that this is demonstrated. 9. Storm drain line on Maule Avenue should be shown in Section C -C so it doesn't appear that all the run -off from the parking lot is going to drain across Maule. EASEMENTS 10. All easements must be shown, as discussed. This includes an easement from the northeast property line to the trail, for public access. 11. The trail /dike maintenance /fire access easements must be shown from the toe of the western slope of the trail, rather than the top of the trail. In some cases, this means that the building is within the toe of the slope and the easement area, according to the Grading and Storm Drainage Plan. This is not acceptable. ARCHITECTURAL DRAWINGS 12. The building elevations need to reflect the changes in grade on the site, and corrections made at access points to the building if necessary. LANDSCAPING 13. Landscaping should be shown between trail and building as discussed with landscape architect on June 23, 1994. 14. Landscape inventory is still not complete on the drawing. Existing landscaping to be removed needs to be shown, so that I can be assured that the landscape plan meets the provisions of the Tree Preservation ordinance. 15. Certain plantings in the landscape plan were required for screening purposes. It is questionable whether this screening function is being provided for now that the site is depressed for flood storage. This needs to be checked. 16. It is possible that certain plantings cannot be installed as proposed due to changes on the civil engineering drawings. This needs to be checked. I am aware that some of these tasks are beyond the scope of work for the civil engineering for this project. I will forward copies of this letter to all parties involved (see below). Please give me a call if you have any questions. Sincerely, Diana Painter Associate Planner cc Jack Pace Phil Fraser Bob Fadden Dan Balmelli Corky Brown Bob Benedicto 1 PRE- APPLICATION PROCESS MEETING ATTE,DANCE RECORD C!'1iY CF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PRE - APPLICATION FILE NO. PRE93 -022 PROJECT: G T DEVELOPMENT MEETING DATE: 7-29-93 TIME: 2:30 SITE ADDRESS: 6437 S 144 ST DATE CHECKLIST MAILED: 7-30-93 BY: DLM STAFF PRESENT . ® Building (431 -3670) Duane Griffin /Building Official ❑ Fire (575 -4404) (1 Planning (431 -3680) Denni Shefrin /Associate Planner E3 Public Works (433 -0179) Ron Cameron /City E n g i n e e r ❑ Parks & Rec (433 -1843) ❑ Police (433-1804) ® Permit Center (431 -3670) Denise Millard /Permit Coordinator ❑ Other: ( - ) NAMES / TITLES APPLICANT / REPRESENTATIVES PRESENT Contact Person Name Robert Fadden Phone 325 -2553 Companylrtle Lance Mueller & Associates Street Address 130 Lakeside Others Present City /State /Zip Seattle WA 98122 Name Ali Sadr Phone 251 -6222 Company/Title B. C. E. Project Engineer Street Address 18 215 72 AV S Name City /State /Zip Kent, WA 98032 Phone CompanyTtle Street Address City /State /Zip Name Company/Title Street Address City /State /Zip Name Phone Company/Title Street Address. City /State /Zip Name Phone Company/Title Street Address City /State /Zip Phone IPRE- aPPL{CAYAN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. RIS-C13*-0eD* PROJECT: G I bvivi QtyrnOh MEETING DATE: h-en '� TIME:n91X SITE ADDRESS: 191431 n. ('- `'t r A., r Tip h;f i1, 10,, Oo: nmOnts,are asedoa a, prelim n ►y,revievi% . Addition, :Jnfbrm t1on: im!ajr•,tte needed.:: Otherrequlrementsiregiulatloris may need to be met • BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 1 5 4._ 3. Comply with the Washington State Energy Code, 1991 Second Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1991 Edition. X5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Mechanical Permit • Rack Storage • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. Iy 9. A boundary turvey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and industries (248 - 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). fiX U 18. 19. 20. XFIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). Checklist prepared by (staff): 1")t I-� La Date: 1/Z CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 40 PRE -APPL CA1 ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. RAE 61 3 �0�,"1'- PROJECT: • Cr I' MEETING DATE: i1 -a2A) TIME: :.3b SITE ADDRESS: (o4Jr1 V . �'4 67- Y in'+COmn�r1' e,'► aims. rellm n ry ewI s e .. y dtdtie :me�f,`,. i Q ` eaton,'': nvberte • • • Dtherrq u 1�me» f s/r - � u/atid»s.�ay�e Vr1. jet. L i3. FIRE DEPARTMENT - Construction Information The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Fire hydrants will be required. (City Ord. #1626) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1626) 2v"4. Automatic fire sprinklers are required for this project.. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) Maximum grade is 15% for all projects. Hose stations are required. (City Ord. #1626) 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) "10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 1. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. kji . Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) x/14. Designated fire lanes may be required for fire and emergency access. This requirement may be estnblished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 5. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) T6. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not Tess than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). rq<7. Adequate fire flow availability will need to be demonstrated for this project. (l18. Checklist prepared by (staff): '� '� Date: 7/2 Z' 2 L18. • PRE-APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Soulhcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. i PROJECT: G. [De,A Mzt'l-f" MEETING DATE: /7' aa, - C12) TIME:Q! 5 SITE ADDRESS: 1oo1'31 8. I `� • •The ifol lowing:comments'arebased.vna preliminary review. .Addltional-information:may e: needed..- r.Ofher ;requirements /regulations mayneed xo bemet. • .,n 2. FIRE DEPARTMENT -- Inspections Underground fire Tine from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 4. Fire alarm a. Acceptance test b. Fire Dept. approved plans 5. Hood and duct inspections a. Installation b. Trip test Li 6. Spray Booth a, Location b. Fire protection c. Ventilation d. Permit 7. Flammable liquid room a. Location b. Fire protection c. Permit 8. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 9. Fire doors and fire dampers a. Installation b. Drop testing d. Fire Dept. approved plans e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 10. Fire final a. Fire Dept. access b. Building egress and occupancy Toad c. Hydrants d. Building address 11. Other: a. b. c. d. e. Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers e f g Checklist prepared by (staff): Date: PRE- APPL1CATICJN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. -1126.M'oa* PROJECT: U roan MEETING DATE: '7-i3 TIME: - SITE ADDRESS: b-I 3i 0 • t 4 I rho Oficinditi comrnentsare basetrOP 8rpreliirfinary jvl w...; ..;, : ?° „41. oldl tonal loforma larl �m y bentleiedeat "Qt her irequlreinents/regulatlons may:need:ito a met ; • PLANNING DIVISION -- Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: (`) Rezone Shoreline Management Permit Shoreline Management Permit Rev. L..) Boundary Line Adjustment -r Ci B• uilding Site Improvement Plan in Comprehensive Plan Amendment 3. 4. 5. 6. 7. 8. Conditional Use Permit ( 1 Design Review vr) Design Review - Interurban E• nvironmental (SEPA) 0 Planned Mixed Use Development CJ P• lanned Residential Development fl Short Subdivision Sign(s) L ) Subdivision (V) Unclassified Use L Variance Other: Zoning designation: Site located in sensitive area? Yes No Minimum setbac requirements: Front:` „.. Side: --- Side: -- Rear: ! Maximum Building Height: ' Height exception area? Yes I i No Minimum parking stabs required: 26 ' Io,1629_ .4 Handicap stalls required: No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping regiireed Front: Side: Side: ---' Rear._ Landscape plans must be �am�ed by a Washington State licensed landscape architect 9. p . All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. (eF.Y nv4) 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re-application fortI d-e�sign review approval. 13. gilo‘____L _Y 1Ci U�� 1 �< c�2iJ1 Nr1 iC- W, W t L j vtS ice. -few L t inny)Az 14. ?�) > �xCU r�� �'� _ /�I e> 15. •Nr� 12_ lA .-c0f` i1GL 'TVA , • Vaft,Yla 16. _W32,61, _ pN E1)\. gE 1 A\JO\O :• 1..'`( 17. i%l(__ r:Z.— _ML3___L _fI Jo M S----C� .S 18. CiC ). ��n �L I LI�, _t l@?= -1 1, }? C�2Cb , C0511 V3 \k 2 . . j 19. ?. ', 1. 2C Y .Ca14Q -- L 20. T 1)\PI - 't R� �. � erl><Det Checklist prepared by Date: CITY OF TUKWILA J=1991 DEPARTMENT OF COMMUNITY DEVELOPMENT TUKWILA BUILDING DIVISION — PERMIT CENTER PUBLIC WORKS PREReg4.4PAT�ON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367C PRE - APPLICATION FILE NO i2,60' 0e9.. ' PROJECT: 6" rrien7 • MEETING DATE:, 1- ~9 ::TIME;a SITE ADDRESS: to /451 8 } &4 ",,71 PUBLIC WORKS DEPARTMENT b e y tollawingtiotmentsare basei Mt .'. ditiDnallnfomtat on° maybe: needed..-O lterrequire ments/tegulations:mayneedto► be me L 1 t I 1. Apply for and obtain the following permits /approvals through the City's Permit Center: (� Channelization /Striping /Signing ( /3 Curb Cut /Access /Sidewalk ) Excavation (public) (Z Fire loop /Hydrant (main to vault) Flood Zone Control . Hauling (2.000 Bond. Cert. Ins.) ) Landscape Irrigation ) Moving an Oversized Load •.) Sanitary Side Sewer 0 Sewer Main Extension (private) n Sewer Main Extension (public) (7) Storm Drainage n Water Main Extension (private) ri Water Main Extension (public) 0 Water Meter (exempt) ( ) Water Meter (permanent) (^) Water Meter (temporary) O Other: 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. I /I: 4. Water and sewer assessments may,apply and will be determined during the utility, plan review process. k. . r ,. �. , ' • rovide sidewalks e�rOrdnance Mos` 1158, 1217 and 1233, or obtain waiver. I � 5. P p 1233, { 6. Provide Hydrological - Geotechnical analysis. 1 7. Provide erosion control plan as part of grading /fill permit application. H 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). Provide Traffic analysis /trip generation study for: !' i I 10. Provide developers agreement for: j 11. Provide the following easements and maintenance agreements: , 1 I Provide water /sewer availability letters or certificates from districts serving your development. Obtain METRO Waste Discharge permit or approval (684 - 2300). Complete Industrial Waste Survey and return to METRO (self addressed and stamp provided). Reviewthe following Cit stu ies when designing your project and preparing your plan submittal: l:. +�'r :'�. r. i,` ' '( r•. ' `. . 1Y +• , • � 5 V✓ , ` i1 , 4f �A t ; .• .,... 11 18. ' d 1 P 1 9:.' , . �- r. (- (\ t. (7 q . r,.:. ( L./ 1.1 '.KM t :' , .% (� c \ , �� ■ 19, `\ C ^« r ^ r~� cklist prepared by (staff): + 1 E, N. C:::Date' '':. `PRE- APPLICAON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206).431-3670 MEETING DATE: ii -da TIME 3O SITE ADDRESS: CO (4,9:T1 The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PARKS AND RECREATION DEPARTMENT As is strandard for all river front developments the Parks and Recreation Department requests the owner /developer provide an easement within the 40 foot Shoreline Zone. Within this area a public recreation trail will be constructed, connecting to additional trail sections immediately up and down stream from this site. A standard River Trail Easement document has been provided at the Pre- Application meeting for the owner /developer to review. It contains information about design, construction, maintenance and'insurance. Any questions and /or coordination to complete the easement should be directed to Don Williams, Director of Parks and Recreation at 433 -1843. RECREATIONAL /RIVER BANK /DIKE TRAIL EASEMENT THIS AGREEMENT is entered into between (hereinafter referred to as "the Grantor "), and the CITY OF TUKWILA, a Washington optional municipal code city (hereinafter referred to as "the Grantee "). WHEREAS, Grantor owns or has an interest in certain real property (herein- after referred to as "the Property ") located adjacent to Duwamish River in the City of Tukwila, Washington more particularly described on Exhibit A attached hereto and incorporated herein by this reference as if set forth in full; and WHEREAS, Grantee is in the process of developing a public recreational trail along the entire length of the Duwamish /Green River within Grantee's corporate limits; and WHEREAS, the City of Tukwila and other agencies require access to the river bank for maintenance, monitoring, construction of future possible dike /levee and /or river bank stabilization improvements, and WHEREAS, Grantor has agreed to grant an easement to Grantee to develop the Property as an outdoor recreational trail for public use and Grantee has agreed to utilize the Property for such use according to certain terms and conditions; NOW, THEREFORE, in consideration of the mutual benefits and conditions hereinafter contained, Grantor hereby conveys and grants to Grantee, its successors and assigns, a perpetual, nonexclusive easement across, along, in and upon, the Property described on Exhibit A attached hereto and incorporated herein by this reference as if set forth in full, subject to the following terms and conditions, by which Grantee agrees to be bound: 1. Use of the Property. Grantee's use of the Property shall be for the purpose of landscaping, developing and maintaining the Property for public recreational trail purposes and of installing, maintaining and providing for public use of recreational facilities thereon. The use of the recreation trail will be restricted to pedestrian and bicycle use. Camping, campfires, the use of firearms and any other activities that would be inconsistent with the safe use of the Property by the public will be prohibited. In addition to the restrictions on use provided herein, Grantee shall have the power to promulgate and enforce such other rules and regulations for use of the trail by the public as it may deem fit and proper to promote safe and equitable use. Access to and also maintenance, monitoring, construction of riverbank stabil- ization and /or new dike /levee systems by the City or other public agencies, will be carried out on this easement. 2. Construction and Maintenance. The design of the public recreation trail shall be in the sole discretion of the Grantee. Grantee agrees to make reasonable attempts in designing the public recreational trail to accommodate any plans for development by Grantor on property adjacent to the trail. All design, engineering and construction costs incurred in completing the gravel base and asphalt trail shall be at the sole cost and expense of the Grantor. Grantee shall be responsible for all maintenance and maintenance costs incurred with respect to the trail. The Grantor shall maintain all grounds up to the edge of the asphalt trail on the land side of the asphalt trail. The Grantee shall maintain the asphalt trail and all lands towards the river as it relates to trail use. The construction and maintenance of trail systems and associated landscaping shall be in accordance with the most current riverbank stabilization studies conducted for this property. Recreational /Rivernk /Dike Trail Easement Page 2 3. Indemnity, Grantee shall indemnify, defend and hold harmless the Grantor from and against any and all claims, losses or liability, or any portion thereof, arising from injury or death to persons or damage to property occasioned by a negligent act, omission or failure of the Grantee, its officers, agents and employees, in maintaining the recreational trail. 4. Successors. This Agreement shall be recorded with the King County Audi- tor and shall constitute an easement and servitude running with the land, inuring to the benefit of the parties hereto, their heirs, executors, administrators, successors and assigns. Executed by the Grantor on .1993. ' Executed by the Grantee on 1993. GRANTEE: GRANTOR: CITY OF TUKWILA John W. Rants, Mayor ATTEST / AUTHENTICATED: By Title: Jane Cantu, City Clerk APPROVED AS TO FORM: Office Of The City Attorney Recreational /River` ,Ink /Dike Trail Easement " Page 3 GRANTEES STATE OF WASHINGTON ) ) ss. COUNTY OF I certify that I know or have satisfactory evidence that John W. Rants and Jane Cantu signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the Mayor and City Clerk of THE CITY OF TUKWILA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires GRANTORS Corporate _ STATE OF WASHINGTON ) ) ss. COUNTY OF I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that were authorized to execute the instrument and acknowledged it as the of to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires Individual STATE OF WASHINGTON ) ) ss. COUNTY OF I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be free and voluntary act for the uses and purposes mentioned in the instrument. Dated Signature of Notary Public Title My appointment expires g PRE- APPLICATION CHECKLIST OITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO Q2f✓g3- o A. PROJECT: G. ► VLe,Q p an 1." MEETING DATE: Pl•aa • 93 TIME:a 30 SITE ADDRESS: L '-f 37 g. (L L 1 The following comments are based on a preliminary review. Additional Information may be needed. Other requirements /regulations may need to be met. CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage (433 - 1823). 2. Windows: Consideration should be given to providing hardened coverings (such as security film, etc.) for ground level windows where glass breakage would allow for access to building interiors by burglars. 3. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. This reduces the opportunity for crimes to take place in the parking lot such as thefts from vehicles or assaults on employees and /or visitors. 4. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 5. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. A well- designed system will: Illuminate a security target. Burglars and vandals simply don't like light, preferring the cover of darkness for their dirty work. Create a psychological barrier. Alarms can frighten would -be intruders away once they've reached your building. Security lighting discourages them from even coming near in the first place. Provide people with a legitimate sense of security. Lighting protects not only you, but employees and customers. Help security people and police identify and capture criminals. Well- designed security lighting will help you meet these basic security objectives along with those that may be unique to your business. 6. Security Alarm: Recommend installing a security alarm system during construction that would report a burglary in progress when the building is closed. 7. Graffiti Prevention Program: It is important to win the war against the graffiti "artists" and keep your building attractive for customers. New non -stick anti - graffiti water -based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit 433 -1808. 8. Restrooms: If the restrooms are open to the general public I recommend they not have false ceilings. There have been problems with subjects hiding in the ceiling area. Checklist prepared by T. Kilburg 433 -1823 7/19/93