Loading...
HomeMy WebLinkAboutPermit D99-0247 - Segale Business Park #733 - Tenant Improvement-f)14,svi,,troW PALOOnagsmixszazWifiROPAWAMIAPANIM11, vatealtrANIZI., 4 • • , < • .•• . ' • ••'••••• ••• • • • " 099-0247 Andover Pk. W. •, . • •• , • 1 , • •• 1, Segale Business Park #733 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: Contractor Permit Center Authorized Signature:_ Signature:__ Print Name:_ AWSE DEVPERM HI III -N IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 352304 -9104 18271 ANDOVER PK W 001 North: HIGHLINE License No: LAPIALP055MZ DEVELOPMENT PERMIT .0 South: Sewer: Slopes: .0 SEPTIC N 9,320.00 Meter Permits N This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: Phone: Phone: TUKWILA WA Phone: (206) 431 -3670 D99 -0247 ISSUED 08/13/1999 02/09/2000 WAREHOUSE 1997 SPRINKLERS .0 OCCUPANT SEGALE BUSINESS PARK #733 18271 ANDOVER PK W, TUKWILA WA 98188 OWNER SEGALE BUSINESS PARK LA PIANTA LTD PARTNERSHIP, PO BOX 88050, CONTACT STEVE NELSON PO BOX 88028, TILWO;A WA 98138 CONTRACTOR LA PIANTA LIMITED PARTNERSHIP P.O. BOX 88050, TUKWILA, WA 98138 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ENLARGE EXISTING OVERHEAD DOOR, DEMOLISH RAMP, AND CONSTRUCT NEW EXTERIOR RAMP TO PARKING LOT. DEMOLISH INTERIOR ROOM. ***********•****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ PUBLIC WORKS PERMITS: *(Water Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: (206) 575 -3200 98138 206 - 575 -2000 Phone: 206 575 -2000 N No: Size(in): .00 N N Start Time: End Time: N Cut: Fill: N N Start Time: End Time: N No: N Private: N Public: N N N N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 303.56 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6c.tX Date & _L3 ,__ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: /3` 77 if the work is not commenced within if the work is suspended or abandoned inspection. 18271 ANDOVER PK W CITY ,OF TUKWILA Permit No: D99- 0247 Status: ISSUED Appl ied: 07/1'5/1999, Issued: 08/13/1999 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building , :, Di.v,is i on ▪ All permits, inspection::.recards, ';and approved plans shall, he available at the Job," s i to , - prior to the' °start iof._ any con - structi on. Thesedoc,lments are to be maintained and avail .able until final: inspection approval is granted 3`. All structural welding Shall be 'done; by W::3. certified • welders and- s,pecial (UBG Sec:'`'306(a)5) 4. `Bolts instal 1 ed"ti n 'concrete shall be special I nspecte '(UBC Sec'. 1 "7x1.5 '2)'. r 5'. When special inspection is required either the. owner, ; architect or engineer shaltl. riotify`..the Tukwi 'Division of .appointment:;of the inspection agencies prior the f ir?st building inspection. Copies of all special `i nsp'eci on 'reports shall be submitted to the Building;: Divis�1on 1n, a timely manner .,?)1 Reports shall contain= address ,p ro,� e` ct name ::perm : ;t nu : an d type ,o being.,,.: perio:r•med _ , • 'The "{spec i al3; inspector_ • 'shal 1 ; submi t± a i fined report stating whether'the '" work.requiring Special ;inspection was, to the best of the_,..•lnspector'.s knowledge, in conformance '° i`cable,,, • All \ cg,nstruct i on to be done in conformance" w i h approved plansand .requ i rements of the Uni form 1 Bu.i l d i ng Code (19.97 Editio)n) as; amended , Uniform . Mechanical Code'` ('1997 Edition 1'4 and WaSh i ngton State Energy Code" (19971 Edition). ; 8'. Validity of Permit The issuance of a permit.or approval plans, `specifications,, and computations she. 1 i ` not he con- strued to;be a permit for, or an approval ,of, any r,violati'on of any, of the provisions of the , building 'code or :of other ordinance of the jurisdiction. No permitpresum ing to give authorityto violate or cancel, the provisions :of' this code shal 1 be Valid. Address: Suite: Tenant: Type: DEVPERM Parcel. II: •352304- 9104 workmanship'' ;pr "ovisions'of "the Site Address: i 3 j9N0( ,,ver ( pa , k (Aces+ Value of Construction: $ 'q, 3x0.00 Project Name/Tenant: 2•eq : ta, )hied r 47 Assessor Account No.: 3 S, � ,Y —90 Type of Work: 0 Tenant Improvement 0 Demolition ( interior) F Other: /Prior rovt.•p Describe work to be done: 6- k, r.3 e_ PA , S4-r, over t,e rx of (lQ7C c�Pc�,c r o,,,v, y � 4,7( (3,,, � �-r ( 1 c .f' vl eu \) e h � er t or U ro v 40 r' k, .Aa /O f • ...1)1,,,t. p in 1p f o r Poo Building Type: •3 N 5 , k(e,.,cd Building Use (office, warehouse, etc.): N (,e_ tnDu 5e+ Nature of Occupancy (printing, manufacturing, etc.): Vac ativi- Will there be a change in use? No 0 Yes If "yes ", explain: Expiration Date: 09 /0 / /ZDOO Square Footage - Entire Building: - / (n 0 Construction Area: a 5 .op Tenant Space: 3y, SCvO Will there be storage or use of flammable, combustible or hazardous materials in the building? a No 0 Yes If "yes ", explain: Address: /30 ('( ke,i�e___ Property Owner: Za '7 + -/),,, +4,,,si,,p Phone No.: Address: Ro, '"-p))‹. -x o a$ ( 172,----- C ity /State /Z ip: / r i k N l ( n f A 9 - 3 Contractor: <G Pio L.10- 6.,-,, 1-0( Prr-A'rir°r .S h t � Phone No.: ?o( ., _ S-� ... ,900c) Address: 7D,0 T g8-0 1 City /State /Zip: -k, 1 1 0 ,, A 9 �,3,;s - WA State Contractor's License No.: L.M P Lapo s S M ?- Expiration Date: 09 /0 / /ZDOO Architect: Za v,r, 0 /lu P ((Pf• a ✓l r.A fq SS nr i 0‘ 1. e S Phone No.: ,R06), .a - ass 3 Address: /30 ('( ke,i�e___ City /State /Zip: Sec\-f• + Ie (40 4a1a WA State Architect's License No.: . - - ( Expiration Date: j 2 -2.k, -06 I hereby certify that I have read and examined this application and know the same to be true anc correct, and I am authorized under Blanket Permit Agreement No. to apply for and obtain this permit. Signature: . --,- ( 172,----- Organization: Se a (e_ 7SrR ,,nP s.S Th k -- Print Name: . .{. c7 ‘l e_ Aiet is, v �, Phone No.: 2 . Dt , - vs-7 5 - 2c 0 Address: p, D, � 7k y B3 ' City /State /Zip: / "A . fry / a _ 60 9 51-/ 3 t CITY C, TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Tenant Improvement Application PLAN REVIEW NUMBER: P1i 0 241 APPLICATION MUST BE FILLED OUT COMPLETELY Blanket Permit �� Agreement No.: - 2o1 - 5P. Will there be ANY structural work? 0 No 3 -Yes If "yes ", describe: /- lard P. e verlAe0'ok FEES (for staff use onl DESCRIPTION Building Permit Fee. ,Plan'°CheckFee Building Surcharge TOTAL' AMOUNT' I 25 + . 4 Y) 'RCPT r?�8�i1o7 . DATE cyIoO r See reverse side of application for specific plan submittal requirements and information. C ate application accepted: r I - l S - 9'1 Date application expires: 1- IC-Zeal) GENERAL INFORMATION a '. This tenant improvement application may be submitted for non - structural interior construction which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth in the agreement. The work is limited to that shown on the plans as submitted with this application, and such work is limited to non- structural interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. ELECTRICAL - Department of Labor and Industries (248 -6630) PLUMBING /GAS PIPING - King County Health Department (296 -4722) FIRE PROTECTION - City of Tukwila Fire Department (575 - 44,04) , MECHANICAL - City of Tukwila Permit Center (431 -3670) ` t.)4 ' y RACK STORAGE - City of Tukwila Permit Center (431 -3670) BUILDING PERMIT APPLICATION Application Submittal - Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plans submittal checklist which follows. Handouts are available at the Permit Center which provide more in -depth detail on preparing the submittal. Authorized Agent - The applicant must be an authorized agent as identified in the Blanket Permit. Fees - The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to insure compliance with current fee schedules. To obtain a fee schedule, contact the Permit Center at 431 -3670. SUBMITTAL CHECKLIST ❑ Completed Building Permit Application ❑ Attachment #1 - Architects Statement O Three (3) sets of construction drawings, which include: ❑ Site Plan, showing: O Building location on property O Adjoining public rights -of -way O Parking layout O Location of tenant space or area of work within building O Overall dimensions of building O Overall dimensions of tenant space, or area or work O Name of each common wall tenant(s) and type of business or occupancy ❑ Floor plan of entire floor or tenant space that the work is taking place, showing: O Tenant space layout with use of each room labeled O All exit doors, corridors and egress patterns O Ali new walls, existing walls and proposed walls (provide construction key) O All other proposed construction ❑ Construction details O Construction key O Cross sections showing wall construction and method of attachment, floor and ceiling O Reflected ceiling plan (if applicable) ❑ Miscellaneous O 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker) O Title block on each sheet, identifying: • Project name • Company job number (if applicable) • Site address • Blanket permit agreement number • Architect, address and phone number O Each sheet of plans stamped by a Washington State licensed architect O Minimum sheet size 18" x 24" O Plans must be drawn to scale and clearly dimensioned Drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable.) ❑ Permit Fees (plan check fee, building permit fee and state building surcharge) 4 `ei V "X" REQUIRED INSPECTIONS . DATE APPROVED INSPECT INITIALS PLANS DATE DATE(S) CORRECTION NOTICE ISSUED 1. Framing ,C 2. Insulation Suspended Ceiling * 3. 4. Wallboard Fastening DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. CITY ar TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement Tenant Improvement Temporary Inspection Card Site Address: 1$Z41 Plan Review No.: Date Issued: 1-Is • Blanket Permit Agreement No.: • 001 • IVA Project Name /Job No. • 41 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (431 -3670) (Have Plan Review number, Blanket Permit Agreement number, project name and site address ready) CONTRACTOR /APPLICANT BEGINS WORK AT THEIR OWN RISK PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. INSPECTIONS 1. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2. INSULATION - After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING - Prior to taping (See UBC Chap. 25 and Table 25G). 5. PLAN CHECK INSPECTION - Immediately after the Tenant Improvement Permit is picked -up by the applicant. Work may not proceed until the City Inspector delivers the plans and new inspection card to the site. This inspection should be scheduled at the Permit Center when the permit is obtained. ■ Construction will not proceed past required inspections. • The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. • Construction may not deviate from that shown on the plans as submitted at time of application. • All corrections shall be made within three (3) days of notification by Building Inspector. • No more than 30 days shall elapse between the last required inspection and the "Building Final." • Unauthorized occupancy and /or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. • The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanket permit process. • The following work Is not covered under the blanket permit process. This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: Electrical Department of Labor and Industries (248 -6630) Plumbing /Gas Piping King County Health Department (296 -4722) Fire Protection City of Tukwila Fire Department (575 -4404) Mechanical City of Tukwila Permit Center (431 -3670) Rack Storage City of Tukwila Permit Center (431 -3670) THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BY A PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. Is any part of the work proposed under this application include structural work of affect structural components of the building? "Yes 0 No If yes, has the structural work been authorized by the Tukwila Building Official to be included in this application? ,� C, Yes 0 No Does the proposed work comply with the requirements of Chapter 10 of the Uniform Building Code (1994 Edition)? Q 0 No If no, please explain: Street Address: i 3O z.., k e. s jo t 2e _ City /State /Zip: Z (- .. (e- (A/0. q , D- Will any special inspections be required per Chapter 17 of the Uniform Building Code (1994 Edition)? 0 Yes CKNo If yes, list specific inspections: As a result of this proposal, does the parking meet the requirements of the Tukwila Zoning Code parking requirements? a 0 No If no, please explain deficiency: Architect/En ineer Stam : Architect/Engineer Signat ; ' L.St:a62sit.J 3695 REGIS[.) 1 �• , Print Name: is, b F0, e v, Firm Name: �nrIc.0 .tifue l (ec at AO( I4 ci al k 5 .. i - L 3 P. .-- Business Phone: Street Address: i 3O z.., k e. s jo t 2e _ City /State /Zip: Z (- .. (e- (A/0. q , D- PLAN REVIEW NO.: vg�. b2.4h1J TENANT: NAM $a7 / flro(over M(' k West BLANKET PERMIT AGREEMENT NO.: � W/- /PA" COMPANY JOB NO.: c - 733 - SITE ADDRESS: i g / 41.1o6VC'r Par Wes - F CITY `F TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Blanket Permit Agreement Tenant Improvement Application Attachment 1 - Architects Statement • Cif!,! i� ;7 ..?Cv..s:1R1c.k..77T P v++ 7/"w 4 •, • • • %,-,T4 47TP„ •••: .J4 "�+���•: • Account Code 000/322.100 000/345.830 000/386.904 Description BUILDING - NONRES PLAN CHECg NONRES STATE BUILDING SURCHARGE *.Hc9. * * *'1,* *:kA * *** * *•k * * *kkit* 4 A*•"A* *4A *A *A * *A** *A•k•k*• 46:% *k* * * *:4•k City OF 1 UKWILA., WA Reprinted: 07/15/99 16:2.0 TRANSMIT *• A''*****• kA•*****A• kA* A*** 4 .* *kA*k**Ak * * **A•k * ** *k* *e1. *•t•A *A *•a *w *•k3*A•k TRANSMIT Number. R900010q+ >A`mount: 303. 07/15/99 1t:19 Payment Method: GH ..;;No . , tation. SEGALL BUSINESS Init.: BLH Permit No: D99-0247 Type: DEVPCRM DEVELOPMENT PERMIT Parcel .. No: 352304-9104 S i t e Address: 18271 ANDOVER PK` W Total Fees. 303.36 This Payment 303.56 Total ALL Pints. 303.56 Balance: .00 *A** *%% * *b**** . 3 ** *+4*44 *k44:1**44** *•3 fi4*h *4S k *4 **444* *444*• ** *A **•A4* Amount 181.25 117.81 4.50 • • Project: & � G ` 7— 3 Type nspection: t/t e Address: /6271 — ,o'pa.Alie. -"reed Date called: Special instructions: 5 f Date w to ,may ��J / _ a.m. p.m. Requ,e !'7A,I'l Phone: rae -S1-6 —Za /Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 L .9-007 PERMIT NO. (206)431 -3670 Approved per applicable codes. Ell Corrections required prior to approval. COMMENTS: �- El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje : 0 733 Type of In p A- 1 meboifripti Date rio 4 ; 1 4 . 411 4 ecial instructions: 1:0 46 ;90 . Date wanted: 6:0 /? a.; 1 Requester:& rhorl INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 OVi Date: PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1 , ri9, k i t* fLe ' 1,6 / C I— L. _ 411- ,.., 1 _, t/ ere- e /0 0 $47.00 REINSPECT! /- N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent4 Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ect•% Jx '(l fr%'vi,: /. ►/,rat .�.- __ I ,g,7( /11 / yaZIAL Date call d: gl /99 Special instructions: ->>,. ,- Date wanted: f. a.m V ' / p.m. Requester: f Phonef 9 ' -3 61;"' INSPECTION RECORD Retain a copy with permit INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southciter BIvcJ,, #1 g0_Tukwja,, WA 9818 •b 4 PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: c Aei k cSpLcr � l��.tJ/ Evoxtfi ,mac( - e..27 0 © $47.00 REINSPECTION FEE REQUIRED. Prior to in pectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project & Location: Client: 1300 Anderson - Peyton OOO Structural Engineering Consultants 000 A Division ojACPConsultants Sheet 1 of Date: 7/4)/9 '! Design By: RLW tr > uctural'Qalculations�for.� N ew Door Opening; :g a B usiness F art Segale Business Park PO Box 88028 Tukwila, Washington 98138 Structural . Anderson - Peyton Engineer: Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 Project Number: 99145 Jurisdiction: City of Tukwila, WA Code: 1994 UBC Loads: Structural calculations for new door opening only. I. Vertical Loads: Roof Live (Snow) 25 PSF Roof Dead 15 PSF II, Lateral. Loads: Exposure "B ", Wind Speed 80 mph Seismic Zone 3 EXPIRES 3 -24 -00 Datq i-cv4- 1 000 A 1t d e r s o sll - Peyton JOB # SHEET Z' OF 5 0 00 Structural Engineering Consultants OOO Division of AC(' Consultants, Inc. PROJECT DESIGNED MAA DATE CHECKED DATE ��� ^ASS urt C ^r:� 7 ‘D2- $ 0 1,.�Cer�t,e. S'7ccJ‘ = 3111,2, $ 7,‘,„ x Ali 14,a, P-20 61-06 * 733 5 -RtTu) w+Rw - TS lam. TRHl3 wa - -,4 it , e t.\., or t • 1 L 4 ,1 4.c11 I Os, L ri.‘. Lott.o .7-23 U 4 Wks) ; to 1 - � - Use. 12.2.1=$F- 9:6941G: a I C,i,ch? ., • 3,L I ,1,7 = I , /. 1 ? t 3YrI, 1 (<Q,( il?lt. . C4 T C Ca.'v) Dot To /\Duty or !iv 5 xi I2� -( L:-n . •1 ' () -v. 5 = 4. 5/ 7 Pr t:.!)s1 ); 03:- � r I ci i 234 K 172t.) It 3 162(1 23rd Avenue Small, Suite 321 Federal Way. WA 98003 (253) 941-9929 Fax: (253) 941-9939 Seattle / liustside (206) 292 -0940 OOOAnderso`,i - Peyton ❑O❑ Structural Engineering Consultants 000 A Division of ACP Consultants. Inc. PROJECT C l JOB# SHEET OF 5 DESIGNED DATE CHECKED DATE fAnl - r►� -p" 9 (5.; /1i)Os (isrec)( lor' ?I— ,vl s la (oJti r(H = vi 4 )S) r ' 6 = , - s • = Sava' c I n CYCL. COLUMN FJ(Z Li /f CIA) L• Dr , .t:tn. -. 1(2 -boz) rp(e C r 3.o � C • .I z ry `t �� s � r Hi '''Parr 999 r,- 4�J ,.. 3()CCo) lOV - Sir)) e - 5 O Z = J.y => Foy - )3. acksi - ,1/ < t N - .1101<1,0 13.a(,e 31621) 23rd Avenue South. Suite 321 Federal Way, WA 98003 1253) 941.9929 Fax: (2531 941 -9939 Scuttle / Iiastside (206) 292.0940 OOOAnderson - Peyton ❑O❑ Structural Engineering Consultants = A Division orACP Consultants, Inc. PROJECT JOB # SHEET. 1- 1 _ OF J DESIGNED CHECKED DATE DATE &l.T Tt%5 taecor TS wl L 3K » 6 o/ (1)-w �� 4142epDao pot, i IN lice w/ abaci; , -II . I i �F�Es Sly P�{ {?.DWI. L 3 )L3 4.114c. N.1.ioor _ 1 t1 G) as `, pPox, I ri-Azo pQ . .�y o Chz. -t ,,.&) 973311t1.1" t lh c 4 Ac,Y a61W vim_ 4 I5'-o Ct.Z Cam. 70 C. Ts 8;: a)1 1 44 >< 'FULL) !- '' yr WALL L '/4x O COO:. WALL 7. -- -('S 8 x 4o Sx‘ blI LL 1 2 ti rrD , I C, 12X ZO.7 Ft.) eT CoAgr6'now S ? -- Cr4 ThSk6, 31620 23rd Avenue South, Suite 321 Federal Way. WA 98003 (253) 941.9929 Fax: (253) 941 -9939 Scuttle / Eastside (206) 292-0940 OOOAnderson - Peyton ❑O❑ Structural Engineering Consultants = A Division of Consultants. Inc. PROJECT JOB # SHEET 5 OF 5 DESIGNED DATE CHECKED DATE g.s.te56,0 EcluG Co��N i C 1 z - rt t r up, �. ,• /C) t t 5,5 nn " `U C12x 11+2e; Pop IN 75q 1t y 4' elo3 ta.)/ , (pots z f6csr (( gy FA,ut.., e 2rl`cz 3/4 W1/ p Lev -7 $7- s!tv.tf; Goipe 4AIL w / A3o1 Tfdo'o t uSe e ►b g)(41 TS -rz) Caved.- 0 l II _Z ( it u 31 +11 17+ Q' D Rc0 FU• (t atx�1 54-A15) 31620 23rd Avenue South, Suite 321 Federal Way. WA 98003 (253) 941.9929 Fax: (253) 941.9939 Seattle / Easlside (206) 292.0940 . . SEP.721-99 TUE .10':12 'CTLJINC CONSTRUCTION TESTING LABORATORIES, INC. 9-21-99 Segale Business Park P.O. Box 88028 Tukwila, WA 98138-2028 Attn: Barry Bennette Ref: Loading Dock Addition @ Bldg. #733 Final Special Inspection Report Permit # 99-73305 Dear Mr. Bennette: Construction Testing Labs provided special inspection & testing services for the above referenced project from 8-24-99 through 9-2-99. We specifically provided special inspection & testing services for reinforcing steel, epoxied bolts & welding. The work requiring special inspection was, to the best of our knowledge, constructed in accordance with the approved plans, specifications & the applicable workmanship provisions of the Uniform Building Code, including field changes made by the Engineer of Record. If we may be of further service, please call. Cc: mailing list Sinc Yours ck Ross, President • 206 58E10928 10111 South Tacoma Way, Suite D-7, Tacoma, WA 98499 Telephone (206) 588-0805 Facsimile 206) 588.0928 TIMM:a'!" Please Route WRROUTE.DOC 5/99 !ROJECT NAME: :SEGALEBUSINESS`PARK .. Original:Plan Submittal Response:to:Incomplete Letter Response. to Correction Letter# 'Revision # After Permit Is Issued: DEPARTMENTS: BuiIdJ g ivision BUG 1-z'? 'i Public Works TUES/THURS ROUTING: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Structural Review Required ^. . ;4':�' 'vWY'�[ 4:vF Fire Prevention YI Planning Division 14 Structural ❑ Permit Coordinator 1 ❑ r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -20 -99 Complete Incomplete n Not Applicable ❑ Comments: No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 8-17-99 Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: c. City of Tukwila Fire Department Fire Department Review Control #D99-0247 (512) July 30, 1999 Re: Segale Business Park - 18271 Andover Park West (#733) Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 3. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive John W. Rants, Mayor Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 375-4439 Page number 2 Yours truly, cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Flee Chief requirements based on type of, construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5 tt5"/I-- The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206) 5754404 • Fax (206) 57$4439 • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 LAPIALP055MZ 04/01/2000 EFFECTIVE DATE . 07/09/1995 LA PIANTA LIMITED PARTNERSHIP PO BOX 88028 TUKWILA WA 98138-2028 srianirs • .1ssbed by DEPARTMENT OF LABOR AND L'IDUSTRMS • - ROOF ORA /N — — . • EX /Sr - SAi✓/TA,PY ' SEWE,e EX /5T. STORN/ ORA%A/ i SPRINKLE HE4,0 - - - STORM /7/LET EX /5T TREE {}- >? EX /57 /RE`f/YORANT R00,c, ORq /N , --o CHA /N L /NK FENCE D inATER YALV ( METEK /Y�6U4R0 - -- Ex,s7 ig4reg'MA /N 5/N67 ° STORY ? `F /CE /W,4RENOJ/Se CONOKETE CONST/rUCT /ON irsEr Hu8STACK BR /. din—twice of 5.7f 3a f t to the thalTRUD POIN? OT BEGINNING - sfatECf` TO AND IIDCu.NItoo a. e t Zak d :utilities Lairpasea,oiDk, Ake EaatarlY'ls 00.. ��QQiq�1�8C'9. k102 3yCLUtP.0 as ese 'e tsf r ail oad purQOaae in iud3ng Duo not ilaited to 1 .0417 break deed tr kr and .E4,1t=ad3e.i.1 oves flat porn them a t^ F tyi'n�iNerth lY ee slab t.tehw tarty hullI J tin ;produ e• �, 'a r malutvIBG to sar the:right[ f " gree and egr eta: mattoto :rov! s aiiCeod utilieiel y ' $:y'a fi n'P '4'+� ryl 3i �� M : t P 4 - 1e iap S h 'Th I7NaR a1T9 AND aVS7i;C't TU as as em rt for. D iIding 9 ■tbaclt. PueM a ve'w do: foot ccli ip.�"t to, eurrw`diag anal edjec 4 to m in,Do L&±teq bi.1 rliZfh`ie d so; iF ri ck oiat ay`ahen� ao tar`3 *4s 011' witatp E4 fe y s t titan loottlt. t j5 d I o .1 400' D ttllaa ' ' a S` 44. 4 f� .,�'i T +iF ��.�1 }?1F� .�-.. !.,Li -.�:4 *.P.. - -0 -¢ � ✓-'1n',. i/i I ` tt,o Plan Ch rid omissions 5E7 rt Os not "Ababa de Notation or �.� sd: hod cage q' contractor's copy ut appepr d 0111410/01004 '‘ . By Y3 "99 � � 'PA"rnut No: 4I CITY' OF TUKWIIA: .APPAOYED at CONC. Sri^ AUG 1 0 199 AS MOT A TTACHMENTS; A; SBP /MAS BUILDING, FILE COPY N 20.44'54" E. — 39900 ,P, 477.465 " A /3'00.'" . /09.3 SET TAC.0 IN LOT STA E Enlarge overhead door 192 0" Demo existing ramp and vacant rooms 0 2 4 — 0" 0 60 0" 1 80' 0" 1 / 1 6" = 1 ' 0 JL REVISIONS: EIT,LF SECALE BUSINESS PAT TUKVVILA, WASHINGTON (nr.) 575 BI 8 REG IIIROtBf \,tFrat:1,1461' - STATE or ...MOM 1\1B" 7 0' 07 g.3g - CITY Of TUKWILA APPROVED AUG 10 1999 AS 00110 ermi.orNc DIVI1 en JUL 1 5 1999 PERMCENTER 14' -0" CLR 4' -0" O.C. NEW OPENING EDGE EXISTING CONE TILT -UP WALL 6" 5 1/2" - T.S. AVE 1 -1/2" T.S. TO CONE, SEE DETAIL 3/S1. 1/2" CLOSURE PLATE W'/ 3/4 "0 THREADED ROD PER DETAIL 3/S1 F.F. (CONE SLAB) -- C12,00.7 3/4 "0 THREADED ROD IN 7 /8"0 HOLE x'4" (MIN EMBED) l4/ "POWER FAST" BY RAWL B 24" O.C. APPROX A.E.F. T 5. BEYOND CONNECTION - C12 TO EXISTING TILT - UP /16 ALTERNATE SIDES OF T.S. W/ L3x3x1 /4x0' -6" 0 4' O.C., (1) 3/4 ° 0 THREADED ROD IN 7/6 "0 HOLE W/ "POWER FAST EPDXY ADHESIVE BY RAIN.. L3x3 ATTACHMENT (1) EA SIDE 0 APPROX. 1' - 0" FROM FLOOR & PLAN SECTION @ DOOR JAMB ROOF, (1) 44 4' O.C. ALT BT14N FLOOR & ROOF. CONC WALL O 15' 0" CLR COL TO COL T.S. 8x6x1 /4xFULL HT OF WALL EXISTING 5 -1/2" ALT -UP /16 T.S. 8x6 CONNECTION SECTION - C12 TO TS8x6 14' -0" CLR - NEW OPENING C12x20.7 VERT LEG +1" RETURN 44 T &B, BOTH WELDS. L3x321 /4x0' -6" EXIST. TILT UP WALL PANEL BEYOND 2 (2)- LAYERS OF 300 FELT FOR SLAB. ISOL. & PROTECTION OF EXIST. STRUCTURE EXIST. CONE WALL FELT PROTECTION BOARD PER OWNER AGAINST EXIST. CONC. STRUCTURE NEW SLAB TO EXISTING SLAB EXISTING SLAB PROVIDE #4 x 24" CORNER REINF. ® FTG. & WALL CORNERS 1" CHAMFER PER OWNER 30# FELT FOR SLAB ISOLATION 6" SLAB ON GRADE W/ #4 0 14" O.C. EA. WAY 0 4" TO 6" OF COMPACTED GRAVEL BASE 1/2" REVEAL. PER OWNER RE COM P ACTED GRADE / NEW ASPHALT IN FRONT OF WALL ADD OR FOR STEM REINF. PLACING - WELL COMPACTED SUB -BASE - #4 x I= 0 10" O.C. (16" O.C. J WHERE SLAB HT. IS g LESS THAN 24" ABOVE 12' FINISHED GRADE) #4 0 16" O.C. CONT. HORIZ. 4 "0 PERF. PVC DRAIN TO DAYLIGHT (OR 2 "0 WEEP HOLES THRU WALL 0 48" O. C.) PROVIDE 12" STRIP FREE DRAINING MAT'L 0 BACK FACE OF WALL (NOT SHOWN) - # 0 10" O.C. (HEEL REINF. 2" CLR. (12" WHERE SLAB HEIGHT IS LESS THAN 24" ABOVE FINISHED GRADE IN FRONT OFF WALL) a) TYPICAL @ RAMP WALLS - #4 0 12" O.C. CON T. STRUCTURAL NOTES 1.0 GENERAL 1.1 CODES THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE' REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. ALL METHODS; MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND: THE 1994 UNIFORM BUILDING CODE (UBC), AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA AND THE STATE OF WASHINGTON; A.C.I. 316 -09 (REVISED 1992); A.I.S.C. 9TH EDITION; A.I.T.C. 2ND EDITION; AND A.I.S.I 1986 EDITION AND 1989 ADDENDUM. 1.2 DESIGN CRITERIA A. VERTICAL LOADS 1. LIVE LOADS LIGHT COMMERCIAL 1.3 SOIL DATA VALUES ARE ASSUMED AND ARE TO BE FIELD - VERIRED. SOIL BEARING 0 CONT. SPREAD FOOTINGS = 2000 PSF. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE ASSUMED TO BE 35 PSF AND 350 PSF, RESPECTIVELY. SOIL UNIT WEIGHT IS ASSUMED TO BE 120 PCF AND THE SLIDING COEFFICIENT IS ASSUMED TO BE 0.50. 20 SITE WORK 21 EXCAVATION EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER - EXCAVATED SHALL BE BACKFILLED WITH -LEAN CONCRETE (f'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKRLL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS. SCREEDS OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6 -INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T -180. THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL 3.0 CONCRETE 3.1 GENERAL VEHICLE TRAFFIC 200 PSF NORMAL WEIGHT CONCRETE MEETING THE REQUIREMENTS OF ACI 301- 89 ESTABLISH PROPORTIONS OF CEMENT, COURSE AND FINE AGGREGATES, WATER, AND ADMIXTURES. TO PRODUCE THE PROPERTIES SPECIFIED FOR EACH CONCRETE MIX TYPE PER .1CI -301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRAIL BATCHES. A WATER REDUCING ADMIXTURE IS REQUIRED IN ALL CONCRETE MIXES FOR THIS PROJECT. ALL CONCRETE 5000 PSI AND OVER SHALL INCLUDE A SUPERPLASTICIZER AND BE FLOWABLE (6 TO 11 INCH SLUMP). USE ADMIXTURES IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE AMOUNTS OF WATER- REDUCING ADMIXTURE THAT WILL PERMIT PLACING WITHOUT SEGREGATION, HONEYCOMBING OR ROCIT POCKETS. THE SLUMPS SPECIFIED ARE THE SLUMPS REQUIRED AT THE POINT OF PLACEMENT INTO THE STRUCTURE. USE INTERIOR MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT OVER- VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH WHO FREE FROM IRREGULARITIES. CONDUITS & PIPES EMBEDDED WITHIN THE SLAB (OTHER THAN THOSE MERELY PASSING THROUGH) SHALL SATISFY THE FOLLOWING: I PANEL P20 OF BUILDING #733 PANEL ELEVATION SCALE 1/8"=K-0" 3.2 STRENGTH DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: ALL CONCRETE 3.4 MATERIALS APPLICATION SUBNOTES: Ar c i carn©ra tc ui THEY SHALL BE NOT LARGER THAN ONE THIRD THE OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE EMBEDDED. THEY SHALL BE SPACED NOT CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER. AT ELECTRICAL ROOMS OR CONGESTED AREAS WHERE MINIMUM SPACING CANNOT BE ACHIEVED, USE # AT 12" O.C. EACH WAY EXTENDING A MINIMUM OF TWO FEET BEYOND CONGESTION. MORE THAN ONE LAYER OF CONDUIT IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. 3. THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF CONSTRUCTION. 4. THEY ARE NOT EXPOSED TO RUSTING OR OTHER DETERIORATION. 5. THEY ARE OF UNCOATED OR GALVANIZED IRON OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 STEEL PIPE. STRENGTH re (PSI) 2500 MAXIMUM MAXIMUM WATER /CEMENT SLUMP RATIO (INCHES) 0.46 4 1. ANY OF THE ABOVE MIXES CAN BE USED FLOWABLE (8" TO 11" SLUMP) IF THE PROPER ADDITION OF ADMIXTURES IS INCLUDED AND THE WIC RATIO IS NOT INCREASED. 2 NON- STRUCTURAL CONCRETE SUCH AS SLABS ON GRADE MAY OR MAY NOT CONTAIN WELDED -WIRE FABRIC PER SECTION 3.5H OR HBER -MESH. HOWEVER IT IS RECOMMENDED, IN OUR OPINION, TO USE ONE OF THEM TO ASSIST IN PREVENTING VARIABLE SHRINKAGE AND CRACKING. 3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY MAINTAINED. NO DEVIATION FROM THESE PROPORTIONS, ESPECIALLY THE ADDITION OF WATER, SHALL BE MADE WITHOUT APPROVAL OF THE ENGINEER. 3.3 MATERIAL - CEMENT. WATER & AGGREGATES PER ACI 301 • A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE CLEAN AND POTABLE. C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM -C33. A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM -C494, POZZOLTH POLYHEED, POZZOUTH 100XR, OR POZZUTECH 20. POZZOUTH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONCRETE USING POZZOUTH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S JOBSITE REQUIREMENTS. MAXIMUM SLUMP FOR SUCH CONCRETE SHALL NOT EXCEED 8" WITH A MINIMUM OF 10 OUNCES OF POLYHEED PER 100 OUNCES OF CEMENT. USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO ASTM -0060 AND ASTM -C494, MBVR OR MICRO -AIR BY MASTER BUILDER. ENTRAIN 59" +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. pig -cia+7 3.5 REINFORCING STEEL Structural DETAIL, FABRICATE AND PLACE PER ACI -315 AND ACI -318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM STANDARD "A" 615 -93; GRADE 60 FOR # AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS. SHOP DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318 -89, CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FOR 1'c GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR f'c WHICH IS LESS THAN 3000 PSI, UNLESS NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1 - #5 TOP AND BOTTOM, EXTENDING 2' -6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED FOR AND APPROVED BY THE ENGINEER. F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON THE DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE "(ACI 318 -89) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: H. WELDED WIRE FABRIC: ASTM -A185 AND ASTM -A82 I. DEFORMED BAR ANCHORS: ASTM A495 3.6 INSPECTIONS CONCRETE INSPECTIONS SHALL BE FOLLOWED PER THE 1991 UBC SECTIONS 305 AND 306 AND /OR AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. THEY SHALL BE DONE BY AN INDEPENDENT AGENCY EMPLOYED BY THE OWNER. JOBSITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL VISIT. 4.0 METALS 4.1 WELDING A. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE', AWS 01.1. 8. AL. WELDING SHALL BE BY CERTIFIED WELDERS, USE E60 OR E70 ELECTRODES. U. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT WHERE SHOWN 5.0 MISCELLANEOUS SCALE 1/8"=V-0" 3" CONCRETE DEPOSITED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1 -1/2" MAIN REINFORCING IN BEAMS 1 -1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS 1 -1/2" FOR BARS IN SLABS ON GROUND 1" FOR BARS IN SLABS ON FORMS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO ARCHITECTURAL PLANSFOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. roISING OPENING i ( 5 1/3 PARTIAL PLAN Engineering Consultants CITY APRO ED 1u AUG 1 8 1999 AS NO IED 011ILDM G pt� R0G6IVDD CITY OFTUKWI JUL 1 5 1999 PERMIT CENTER 0 6B6 REGI C[ U ROBERT. FAD! 51412 or S