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Permit D01-062 - RED DOT CORPORATION - REPAIRS
DO1-062 Red Dot Corporation 745 Andover Pk E Z ftw QQ� JU NO cOw ctiw w0 wQ N3 w W Uo W S2 u. O us r City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, nshington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9115 Address: 745 ANDOVER PK E Suite No: Location: Category: ACOM Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: N/A Wetlands: .0 South: .0 Sewer: N/A Slopes: N Contractor License No: CLEMEGCO5005 Permit No: Status: Issued: Expires: D01 -062 ISSUED 03/09/2001 09/05/2001 (206) 431 -3670 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLER East: .0 West: .0 Streams: TENANT RED DOT CORPORATION 745 ANDOVER PK E, TUKWILA WA 98188 OWNER 745 BUILDING Phone: 206- 575 -85 C/0 METROMARK INVESTMENT MGM, 1005 ANDOVER PK E, TUKWILA WA 9818 CONTACT GREG THORESON Phone: 206 - 575 -3840 495 ANDOVER PK E, TUKWILA WA 98188 CONTRACTOR CLEMENTS Phone: 253 - 631 -8106 15805 SE 264 ST, KENT WA 98042 ****************************************** *********** * * * * *** * * * * * * * ** * * * * * * * * * * * * ** Permit Description: EARTH QUAKE DAMAGE REPAIR. REPAIR BEAM SEATS 6 LOCATIONS. SPANDREL BEAM REPAIR 7 LOCATIONS. ***************************************************** * * * * * * * * * * * * * * * * * * * * ** * *k ** * ** Construction Valuation: i; 50,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Water Main Extension: N Private: ***************** * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** Permit Center Authorized Signature End Time: Fill: End Time: N Public: N **** * * * * * k * * * * * * * * * * * * * * * * * * * *A * *AA TOTAL DEVELOPMENT PERMIT FEES: $ 1,066 9 ******************* * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * Public: N Date: •2 I hereby certify that I have re and examined his permit and know the same to be true and correct. All p►o isions of law nd ordinances governing this work will be complied with, wh ther 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. Signature: 2t I Date: ,7_ Print Name: __ C LL—__ _ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. --. — — -- -- - — p•e't— — -:,--.r- ' 1 r .' ), , f •,, - : i :::---- 4430 6ut.1v1n6,4-i iJOM :41,10!A 1i F—(1.1 eit“: 4141 t IQ /Hm iAom Tktr.1 tt;j m;;; 'f.l10!!/A..1J1 woti.1 1 4,1m aiisql A9.14t; I :fl) itiratz'Ad; • - : OUP ilAp!..4m ip:1A-F. 'L (WI ; tit 0 Ao 01 Jot ol 4144 4r .:.. tPAV' ;lb * plp?A o)o;) •!.1• .37,4c,,o • e%-114044nk," •' kt : 40 .trtlt pdo ..11011.•■ oq4 1!(t.i.'00 r tzq ptan.d.ls plAv '.71uvio :• :4) —11m.H4J 9k0PiiPA ';3 PE.ir jimirq4w .0004ftv 1(.10111P1 or: 04; :$ 1 puk 1;41,4 ;Ii..%t 101 't q4tm 0'.)trill0 At 4-,";r.q*,-)111 4::4.(71 144 01 c".1.4t;1 i4q4 6t4t1V”.". .401:100FU; aqi Jt4Oti . iFfWU 4,7iat.o.to r ; : 4 Itt r t4 ittil Pc114:wq.l: 11V4.I.T. si')J UOLi:lf■t0 c;t1.4 1 . pitJoci,1) itmlos ut..11,1m 6topi:na r!tMWi puk'. ),44!“ou7.3 4p 4c1 iltm cqj 'E ■yY•,4; y+111's Y'r 1 • 1 1 t r?ttt tt't t Y lAid=tdr30 : p 4 % - :1L 100 03.1 3i fl Project Name/Tenant: Rev Do C.n-,'i' Value of Construe on: 'b Site Address (include suite number) City State/Zip: 7.95 11.4... tz,eV .S< �4evJ,dY "F-AST ii.e.C, 1 Tax Parcel Number: Property Owner: Nv b tS; - C- Phone: (zote) 5 7s -31erato Fax #: (2 - oto? 575' - gZ.ei, 7' Street Address: City State/Zip: Aq5 -rmiz. 44, E, Contractor: C l , in - NW-W . 7 S retkt_ lm S St,GS1 .) )SJ& Phone: 2S3 d:i31 81 0 le Street Address: City State/Zip: 1 6Bt's s. E, 7 Si". GlYttze_T'Sr» t3. qe. c 4z - Szz5" Fax #: 2.5"3 !off 1 8!n 53 Architect: T>N, A■�S; 1'1 ec, Phone: - zc, 475 e3 coo Street Address: City State/Zip: Fax #: ,r,- - - Engineer: '' ..4G Phone: Street Address: City State/Zip: Fax #: Contact Person: - - - - . •. Phone: zato Sys 38.4 Sc;, 3354, Street Address: City State/Zip: ' AMVO4 CR ;;0 `E, Fax #: Description of work to be done (please be specific): BART t•'il Gay.,4 tIG :›AA- /1.4r1Z RSK_S'AS e.,.., SPAwvpR` '_. S'3SS..a.v.. Rat 4•1 R. 7 fie- ,vs o tJS Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ® Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College/University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse C3 Hospital ❑ Church 6g1 Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College/University ❑ Other Building Square Feet: 103 310 4::1 existing No. of Stories: � Area of construction (sq ft): zoo Will there be a change of use? ❑ yes rat no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: ® sprinklers ►: automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and stora, a location on se arate 8 1/2 X 11 a er indicatin , uantities & Material Safet Data Sheets Project Nun,_cr: Permit Number: • ..• Commercial / Multi - Family Tenant Improvement / Alteration Permit Application 11 /30/00 crpennir.doe CITY OF TUK""LA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. L APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional revie maybe deter mined by the Public Works Department) ❑ Channelization/Striping ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepte .3 13 o f ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Hauling Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension Use ❑ Water Main Extension Size(s): 0 Deduct Size(s): Size(s): Date applic tion ex ires: 4 116 41i PLEASE SIGN BACK.OF APPLICATION FORM ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Est. quantity: gal Schedule: 't:; :.. . A tiJby: (initials) f BUILDING OW ER OR AUTHORIZED AGENT: ----- Signature: ' /7 Date: �g / 3 / ©o Print name: CT1 L �Q ?� Phone: Zoe, 793 Z / /ca Fax ii: Z.S (03/ Ea&5 __ Address /595 5, z/s-/ TA 5T, City /State /Zip 4evi,,.>e -ra.0 u)A 9 c', a - FSZ, .5 APPLICA , -411 NS MUST BE SUBMITTED WITH FOLLOWING: ALL DRAWINGS TO BE J BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DR/WINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINEC,) N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H - 10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z identify by size and species which are to be removed and saved = 10. Landscape plan with irrigation and existing trees to be saved by site and species (exterior changes or change of use I— Z only) ce 2 11. Location and gross floor area of existing structure with dimensions and setback 6 U 12. Lowest finished floor elevation (if in flood control zone) U 0 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). cn W ri ❑ W Floor plan: show location of tenant space with proposed use of each room labeled -t I-- NLL. ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of W O any hazardous materials; dimensions of proposed tenant space. J ❑ ❑ Vicinity Map showing location of site N d El CI Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack F' _ Z M layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of O rack. Structural calculations are required for rack storage eight feet and over. W 1- uj ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished 2 D U N ❑ Cl Construction details o W ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water • U supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed L._ 1 sprinkler system design criteria as identified by the Fire Department. Ili Z ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. tj H O ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 7011, Seattle, WA or call (206) 296 - 4787. (Form H - 5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. if no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other than the owner, registered architectlengineer, 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 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THiS PERMIT. ! 1 /30,'00 cl per"lit. doc ***kith** air AM um ta■arris feriliataraINWACIR Ida irdii CrlY OF laKwILA. P4 li * * k*** *-k* *If* h**A 8/88A **-,$1 ' A.* „ t 1 Ottnber: 1010 Anotnt: Account Code (Ai.i/:122.100 U00/:345.0°,30 00.:18C,.904 * * * 'T . 4 r k hi 4 A, ihkk * .888 A•A .88 AAA. 8A 4 r • • Pdvment Method: CHECK Notatit)n CLEIENP; (;EiniRAL . r Per m t4 ::C0.111 rvne: DE)P liU; DPI E Iirc o : 262:; ?Ill', Site Addr5:; 71S ANDOVER PK E t i e 1 Th i Payment i.0ut-69 Total ALL Vpitts: Oline: • *****************i********Ai* Aor;:tot bUILD206 NOOPE t4",:. PLAN CHECK - dON! :314TE bUILIAN6 Kt:'HAK6E /12 - ,s7-'.'1.13 TOT- Project: RP D4 COrP Typ o ff IInspecyn: F V1CLl �9ale calle . Address: "745 4.4 ) 00er a: e . Special instructions: Date i a.m. p.m. ,. Requester: ef Phone: • 1 4— INSPECTION NO. INSPECTION RECORD Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1)01 -- ()):a PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: } Date: ) ti(f)-1 0 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: him cc UO t . • u. W 0 itt N d O UJ W O N 0 I— WW L - 1 :: W � O Z { Project: f � f ,, Type of In e ' r Addre : Date call d: 7w(.0 40 1 Date wanted: , r 7 � a.m. �� G/ p.m. Special instructions: ge--30 / / R equester. )" / (e%),% 1 Phone: ` INSPECTION RECORb Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 o fi ll/ Approved per applicable codes. COMMENTS: RI Corrections required prior to approval. 4 1 -t/teA Ae" Inspector: Date: L $47. SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ! Date: MAYES TESTING ENGINEERS, INC. October 1, 2001 City of Tukwila Dave Larson 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Red Dot Corporation 745 Andover Parkway East Tukwila, WA MTE Project No. T0105 Gentlemen: This is to inform you that registered special inspections have been completed for this projeck as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: 1) Reinforced concrete 2) Structural steel bolting /welding 3) Epoxy anchor inspection 4) Non - shrink grout We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING- GINEERS Michael S. Dolder, P.E. Vice President MSD:Iak CC: Greg Thorson -- Red Dot Gil Cox RECE ': E D OCT 0 2 2001 Cnh/wtji i r',' DEvELOPr;1Errr FINAL LETTER Permit # D01 -062 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. Red Dot Corp. Tukwila, WA Red Dot Corp. Page 13 INSPECTION REPORTS PERMIT NO: D01 -062 PROJECT NO.: T0105 OCT o? 01 DEVELOP REVISED REPORT 9 -27-01 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 4 -2 -01 co o w ga u. w z � �O w U � o - a 2 o w To the best of our knowledge, items inspected are in accordance with approved plans and 9 specifications. INSPECTOR: Craig Kuntz 11 o w 4 -3 -01 v 0 z MTE inspector arrived on site to monitor the adhesive anchoring in the 2n floor interior beam seat repair at the southeast, south center and southwest area. The contractor epoxied #3 bar per faxed sheet SK -1 per epoxy manufacturer's recommendations. Simpson Strong Tie ETF (high strength and fast curing epoxy was used). The Simpson epoxy is approved per general notes sheet S -600. The contractor also epoxied %s" diameter all thread bolts with Simpson Strong Tie ETF in the spandrel beam repair at the southeast entrance. Bolts were installed per manufacturer's recommendations and sheet SK -3 dated 3 -28 -01 MTE inspector arrived on site to monitor the adhesive anchoring in the spandrel beams at the southeast and south center areas. Bolts were installed using Simpson Strong Tie ETF (high strength and fast curing) epoxy per manufacturer's recommendations and SK -3 revised on 3- 28 -01. The beams in the south center area were not all completed and will be inspected on a later date. The contractor also installed #3 bar (using the Simpson epoxy) in the beam seats on each side of the southwest entrance. Bars were installed per SK -1 and manufacturer's recommendations. To the best of our knowledge, items inspected are in accordance with approved plans and specifications. INSPECTOR: Craig Kuntz 4-4 -01 MTE inspector arrived on site to monitor and sample the grout placed in the pour backs for the beam seat support along the southern interior of the building. Reinforcement was per SK -1. The contractor mixed Sika Monotop 611 grout on site for the pour backs. The grout was mixed per manufacturer's recommendations stated on the bag. Sampled the concrete with slump approximately 7 ' /z', grout temperature 60 degrees and cast one set of four 4 "x8" cylinders for strength verification. To the best of our knowledge, items inspected are in accordance with approved plans and specifications. INSPECTOR: Craig Kuntz Reviewed b Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Z Portland Office 7911 NE 33rd Drive LU Suite 190 Portland, OR 97211 U ph 503.281.7515 U O fax 503.281.7579 0 CO Red Dot Corp. Tukwila, WA Red Dot Corp. Page 14 4 -5 -01 MAYES TESTING ENGINEERS, INC. INSPECTION REPORTS PERMIT NO: D01- 062/M12000 -212 PROJECT NO.: T0105 OC1 022f DE1/ELQ .. REVISED REPORT 9 -27 -01 INSPECTOR: Wade Hampton Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MTE inspector arrived on site to perform a reinforced concrete inspection and epoxy bolting inspection. Resteel for the 3'x14'6" slab on grade entry to freezer room/test chamber was inspected for size, grade and clearance and found per plans. The contractor placed 1 cubic yards of Miles Sand & Gravel Mix #15NWA3A in the above locations using a wheelbarrow and mechanically consolidated. Sampled the concrete with slump 4 % ", concrete temperature 53 degree, entrained air 5.3% and cast one set of four 6 "x12" cylinders for strength verification. Observed the installation of a total of 10 Y2" all thread anchor bolts with a minimum embedment of 4 Y2" to 6 ", depending on location, at the south side of the building underside or roof on 13 /H -J. the contractor is using Simpson Strong Tie epoxy ETF Fast Cure epoxy per manufacturer's recommendations. The contractor prepared 5/8" diameter anchor bolt holes per manufacturer's recommends. To the best of our knowledge, items inspected are in accordance with approved plans and specifications. Reviewed by: /-- '�� MAYES TESTING ENGINEERS, INC. • Red Dot Corp. Tukwila, WA Red Dot Corp. Page 16 INSPECTION REPORTS PERMIT NO: 001 -062 PROJECT NO.: T0105 4 -12 -01 On,T .3 2 ?Nil C0MMU'!;TY REVISED REPORT 9 -28 -01 MTE inspector arrived on site to perform visual welding inspection for repairs to beam seats and spandrels at roof level at C, B, H, K and S113. The welds were inspected per SK 1 -3 dated 3 -7 -01 and Revision 1 dated 3- 28 -01. Welds were found to be visually acceptable per AWS D1.1 -98 and engineer's directives. To the best of our knowledge, items inspected are in accordance with approved plans and specifications. INSPECTOR: Dennis Sanborn Reviewed by: Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. September 25, 2001 City of Tukwila Dave Larson 6300 Southcenter Boulevard Ste. 100 Tukwila, WA 98188 -2545 Attn.: Commercial Inspection Re: Red Dot Corporation 745 Andover Parkway East Tukwila, WA MTE Project No. T0105 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Sincerely, MSD:Iak 1) Reinforced concrete 2) Structural steel boltingfwelding 3) Soil compaction testing 4) Epoxy anchor inspection 5) Non -shrink grout MAYES TESTING ENGINEERS, Michael S. Dolder, P.E. Vice President CC: Greg Thorson — Red Dot Gil Cox RECE VED SEP 2 6 2001 C OMMUNITY D EVELOPMENT FINAL LETTER Permit # D01 -062 We trust that this provides you with the information which you require. Should you have any questions give us a call. • - •:inn ,Y, +> ✓y: �.f?'.•, .. ' i, .... .... Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 APR -06 -2001 13:23 L3 1 REF: PROJ N0: DATE: PARTIAL ELEV, TYP 3(16 PL. 1 /4 "X2 "X4' lYP. 5 PLCS. PROVIDE SEALANT .BOTH SIDES BEAM & FILL GAP W /EPDXY IF REVD.-11'P. 1 /2 "OHAS ROD HILTI HY .150 I.A.A. 4 1/4" EMBED TYP. 2 PLCS. THE AUSTIN • COMPANY oorraraxtS.oIMPS•litemr•aiirMuesdo woo nrr Mw � ma °p is 13 L3X3X5/16 OVERHANG o>- 0 eL � W N L6x4x5 16 L3X3X / 16 TITLE P.04 HILAJItK PARTIAL PLAN 3X3X5/16 PL 1 /4"X2 "X4 EXIST. PRE -CAST HILTI HY 150 SPANDREL NDREL 3M. INJECTION ADHESIVE ANCHOR- W /3— 1/2' HAS RODS 6 3/8" EMBED-11'P. P. EACH END si 1 L6X4X5 /16 V 1/4 <lYP L6X4X5 /16 SECTION Scale : 1"=1 ORNER SPANDREL REPAIR ROJECT RED DOT CORP. BLDG. #745 SHEET NUMBER SK -6 APR -06 -2001 13:24 EXIST. PRE -CAST CONC. PIER DRILL 13/16"0 HOLE AND INSTALL 3/415 HILTI HAS ROD. USE HY 150 INJECTION ADHESIVE W/ 6 5/8" IMBED OR APP'VD. EQUAL. TYP-NS/FS c�aatwa� ■•.ss■.oa.nn+c IS u000 s.asceu� am REF: PROJ NO: DATE: CAD DWG FILE: DRAWN BY: H CHECKED BY: EXIST. #7 VERT. BARS THE AUSTIN .COMPANY 4 '3 GLU -LAM TO PIER CONN. Scale : 3/4' =I' -0" EXPIRES 10 / c 10 TITLE EXIST. GLU -LAM BM M SEAT REPAIR P.05 EXIST. 1/215 BOLTS TO REMAIN EXIST. 1/4" THK. STRAP TO REMAIN REOMVE EXIST. SHIM AND RELOCATE EXIST. 1/2" PL. TO BEAR FLUSH WITH BOTTOM OF BEAM. PROVIDE GROUT FILL BELOW PLATE. PROJECT RED DOT CORP. BLDG. #745 SHEET NUMBER SK -9 TOTAL P.05 APR -06 -2001 1322 IMMO ❑ Samples THESE ARE TRANSMITTED for Approval D For Your Use O As Requested ❑ For Review & Cumuli ❑ FOR BIDS DUE: Sincerely, Clements Gemeral Constructiv:t, Inc. ki � i,as � ��• 0 Shop Drawings ❑ Copy ofLetter Clements General Construction, Inc. 1 805 S.B. 264th Street — Covington, OVA 98042.8225 Phone. (253)631.8106 /Fait" (1531631.8653 CLEMEGCO5005 {. ..ate., To: CITY 0lar Tu.l4As7 t %../b% ❑ Specafrcatians P r i m Plans as checked below: ❑ Approval as Submitted CI Approved as Noted ❑ Imun cd for Corrections LETTER OF TRANSMITTAL Date 4) ( 1 Job #: Z. l ,Z..1 Ann: 1 ?A4 ' o Re: • a�.4LlI:: C 1i1 ::5.:ii: EX ❑ Change Order AsBuilts ❑ Permit VM' ❑ Resubmit _ Copies for Approval ❑ Submit ` Copies for Distribution ❑ Return _ Corroated Prints ❑ PRINTS RETURNED AFTER LOAN TO US. D , •.— -- . P. n -a MP P. 01 • , 1' '��;7� *�'! '�' �' ° -" RECEIVED APR 2 7 2001 .r_ •rrr, "PAW' inn ikn APR -06 -2001 13:23 CINAMJLTAtal Iaramw.opl11711f6400 111Gtop 1110X1 !MOM 6411 6%.' 81117"6 MilO.Q1.Yl�i6�. :r. (2) 1/4" BENT E 3 x 4' —O" LG. . PROVIDE 3-13/16' HOLES FOR A -307 BOLTS O N F.F. EL.= 26.25' THE AUSTIN • COMPANY N TRUCK DOOR ELEVATION Scale : ,fie =r —o" 4 REF: PROJ NO: DATE: 3126101 CAD DWG FILE: DRAWN BY: HEW J ExPIR,s /0/ 1 3 CHECKEDI Nabl. n. ao. i wnnvaw „ na, , et,•OIL.•o,072101 m:actt twial � 1 EXIST. L3X3 EDGE AN GLE SP i SH TITLE K -4 SK--5 OOR LINTEL REINF. 0 N P. 02 ROJECT RED DOT CORP. BLDG. #745 SHEET NUMBER SK-4 APR -06 -2001 :23 EXIST. PRE —CAST PANEL(HEADER) p1 /4 "x2x4 (5 REQ'D) REF: PROJ NO: DATE: 3/ ?6 /Q1 CAD DWG FILE: THE AUSTIN COMPANY 1. li firfA s w i tz&os DETAIL Scale : 1 1/2 " =l' -0" DRAWN BY: HEW CHECK n.. as Ealkparatmejlotjancogp. moo,C.?k1.Ala.lo a SECTION L 4x4x 1 /4 WEATH ER 1 1 NEW 1/4" BENT 5" LONG PROOF PLATE TYP 1---- SEALANT P. 03 a 3/16 TYP. WEATHER PROOF SEALANT FILL CAVITY W/ GROUT TYP. BOTH SIDES �-- L 6x4x5/16" A -307 BOLT & NUT DETAIL EXIST. 6" PRECAST PANEL (JAMB) Scale : 1 1/2"=1' —C Scale : 1 1/2"= 0" �•� °' 4.; T TITLE ,.. =_"• OOR LINTEL REINF. L7 : PROJECT ,— ',r�?�,. RED DOT CORP. BLDG. #745 SHEET NUMBER SK -5 EXIST. #7 VERT. BARS EXIST. PRE -CAST CONC. PIER NEW A -36 N L4X4X.375 (FS /NS) REMOVE DAMAGED CONC. AND REPLACE W/ EMACO S66 CI STRUCT. REPAIR MORTAR (OR APPV'D. EQL.) APPLY PER MFGR'S. RECOMENDATIONS. DO NOT CUT REBAR. CRACK LINE -/ EXIST. EXIST. THE AUSTIN • COMPANY Y CONSULTANTS • TxsImw • ero7eIR{ • cownaJcTORS NORTHWEST REO CN 1$000 INTERNATIONAL BLVD SUITE 700 SEATTLP T 1 2M CHIP OUT LINE PROVIDE ROUGHENED EDGES -TYP. DRAWN BY: HEW CHECKEE6M6b000.I w_aoI_waaw. MUSS11MS0 AM. Irny.S !9 1/2 MIN. EMBED GLU -LAM TO PIER CONN. 1' 2' X 11 AM REMOVE EXIST. 3/4 "0 A.B.'S NEW 3 - #3 TIES @ 3" O.C.- ENCLOSE EXIST. #6 VERT. BARS * T TITLE EAM SEAT REPAIR D 40y EXIST. GLU -LAM BM LAJ CC DRILL INTO EXIST. CONC. PIER & EPDXY REBAR 7 "(MIN.) INTO CONCRETE W/ HILTI HVA ADHESIVE OR APPROVED EQUAL PROJECT RED DOT CORP. BLDG. #745 SHEET NUMBER SK -1 • REF: EXIST. CONC. -\ PIER E w w V... I DRILL L� 13/16 "0 HOLES NEW 3/4 "0 A -325 BOLTS (HEADS DOWN). FINGER TIGHTEN -UPSET THREADS. NEW A -36 PL. 1/2 "X6 "X1' -10" KEEP GROUT CLEAR OF BOLT HEADS TO ALLOW NORTHWARD MOVEMENT. THE AUSTIN 'COMPANY corruLO W11 • osMm®n • ErrrSISu • COMn+W crow NORTHWEST 11000 INTERNATIONAL 7 Slw SurtE X00 ..i..r>tau.Kaan PROJ NO: DATE: CAD DWG FILE: DRAWN BY: HEW 3/7/01 1 3 3/8" -9 „ (SECTION SK -1 SX -2 Scale : 3/4 " =1' -0" SECTION CHECKE2v8aGerwcar«voo_ex_wbiow osar 0 44 := 1 4f 17/1)/(21 SHEE ) ,rte SK -1 SK -2 Scale : 3/4 " =1' -0" NEW 3/4 "0 A -449 THREADED ROD - SNUG TIGHTEN NUTS -TYP. 0 1' 2' r 3/16 3/16 0 -1 1/2" CLR. -TYP TITLE AM SEAT REPAIR 3 "MIN 3 "MIN TYP o 1 J I r-- i 13/16"X 37 SLOTS NEW A -36 PL. J 1/2 "X6 "X1' -10" EXIST. 1/2" BEARING PL. NEW A -449 RODS EW A -36 L4X4X.375 PROJECT RED DOT CORP. BLDG. #745 SHEET NUMBER • SK -2 THE AUSTI .COMPANY 1 PROJ NO: DATE: CAD DWG FILE: DRAWN BY: HEW SK--3 Scale EXPIRES /0 gy p$'i&iyi EXIST. PRE —CAST SPANDREL BM. 1 EXIST. CONC. PIER HILTI HK 150 INJECTION ADHESIVE _ ANCHOR W /3- 1/2"0 HAS' RODS @ 6 3/8" EMBED -TYP. EACH END ra co L6X4X5/16 TYP 3 � 1 1 /4 t !red 6" N L6X4X5/16 SECTION PROJECT 1 SPANDREL BEAM 1 PARTIAL PLAN Scale : 3/4 " = 1' -0" EXIST. PRE -CAST SPANDREL BM. r PL. 1/4"X2.5X4" TYP. 3 PLCS. 1 PROVIDE SEALANT BOTH SIDES BEAM & FILL GAP W /EPDXY IF REQ'D. -TYP. ; L3X2X5/16 1 /2" OHAS ROD HILTI HY 150 I.A.A. 4 1/4" EMBED TYP. 3 PLCS. 0 1 2' ET TITLE PANDREL BEAM REPAIR EXIST. CONC PIER l /. PL. 3/4 "X3 TYP -EA. ENI SHEET NUMBER SK -3 3' RED DOT CORP. BLDG.#745 March 7, 2001 Mr. Greg Thoreson Facilities Manager Red Dot Corporation 495 Andover Park E. Seattle, WA 98138 Sincerely, CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS Subject: Repair for Localized Structural Damage to Building #745 Due to 2/28/01 Earthquake Dear Mr. Thoreson, Attached are sketches and supporting calculations required to repair the following items: 1. Concrete damage to Glu -Lam beam — to — concrete pier connection. A field walkthrough showed obvious damage to piers at column lines B -13, H -13, and K -13. We recommend the attached fix be applied to the balance of beam /pier connections of this type in case any were missed in the inspection. These locations include (in addition to the ones already mentioned) 8-13, J -13, and S -13. All locations are on the south wall of the building. (See ref. Dwg. S-4 attached.) The repair fix submitted does not qualify the building or any part of the building to meet current building codes. That is beyond the scope of this submittal. 2. Structural damage to pre -cast concrete spandrel beam connections to concrete piers. This is a generic fix to be applied to all spandrels. Preliminary field investigation was done on spandrels located between columns K -13 and H -13. We recommend this fix be applied to all spandrels. THE AUSTIN COMPANY If you have any questions, please contact Harry Williams at 206 - 674 -8362. He is currently developing a response to address the cracks noticed in Building 745 as well as drafting a fix for the glu -lam, panel crack, and floor crack in your Kent warehouse building. Stephen E. Lusk, AIA, P.E. Manager of Engineering 18000 INTERNATIONAL BOULEVARD SUITE 300 SEATTLE. WA 98188-4204 PHONE: 206/674 -8300 FAX: 206/674.8399 223 -01 AU- ST- IC- T377N3 FILE COPY THE AUSTI vi COMPANY CONSULTANTS • DESIGNERS • ENGINEERS• CONSTRUCTORS LISTED BY k) OWNER 50 nor O_Dee' EST. NO. CHECKED BY LOCATION L QL1 - 71. 1 5" is000VIr2 1N00i i,(/- -L SHEET -/ OF CONTRACT NO. GE/J ?F/‹, ()JC,i/� GJ DATE / 7(6 F412TN Quqle_ri 7'j'(LuCl st1L 2.6e4 (2 COMPUTATION SHEET THE AUSTIN COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY OWNER R O D 1 T C'ofL P• EST. NO. CHECKED BY LOCATION f ISAil • 1,1 145 AN49, P)2 tarAbrat d{, SHEET Z OF CONTRACT NO ei41 -g L, I ULC W (LA (,OA DATE J ( 7 / )a* ftaTy62u4e E PA ivt4aC - t2 EPA i2 (,4rtpu . (0, 445 GAusEo ! AM ' 4-r (AI wee 6ETwCEi--s 5frix 36" cSAM. 51•4 s . ">< - - I 1'd f (Z -C/ - CO c. p1C2J tic P 4 i EO P i Zs occvt o rJ - 04e Soura w4r✓c. 71•1E 19 A r.- ei.)eQ(G (zF(Ars J � c-t�(P ooT ()AMA G,EvO cooc C.5E Sk _( T1 / (4€9) no NaT ee. Km) PL V --, (2.e (3 ,04,2 I ) tit't. p - r o X Y 3 - r ( 6 1 , 5 0,-r, pI &Q 2EPL'cr 6 -1 3e) e> e'sI CoPcga1C t-tli. t) t4u. 34 a 4. L 3 x 3 51 n_A ns o �� n G� G L v - L av'l 11 41,t 341 " . ¢ t ops Cstr: ti DErry_2mi El, ytaetzE — Lo - 16544 1 370 - 30241< \ a, Cet i) (342z4) 5,5 (,ae..) COMPUTATION SHEET S (4 -a Arrxicoe A.554.MtPKIn) % e)( p A frt4Qco P(Ee -s A-1z.E tool P,-f of CAT'c 9 724c4 06 'S y 5 T gay F PIA PSI i 4C-rt. `Co lc,.,5F Z 4 S id 15 wt t c_ Lu ''C0 Pau L L S Nekr-L. LOAC.c- 3 60 - Eli ) Gib Lt41V M' urt P444) - Gut <, Za SIDE 1r- (Z4'cf )9) -& 15 A0e4u4T6 -7 Ti , ?10 ro 51.Jr 4\2 (NAtc S, 0//10° sil n ; V = C,, I W 6 = d,5 1 ,a -501.-tg 5- p CO R T = )iQ T= (), ( 6 ) D.2 G CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY 1 OWNER P-60 00-r (_..OIL r CHECKED BY LOCATION I It 7C1-5 CONTRACT NO i .) V. Li/ 1 LA A THE AUSTIN COMPANY Coto ) Z ,l2 N A 1 LIQ6 . 5I;N6.MF @ Q '' S CACI, • rait (o .1 7W, g GI v Es d S I-+C. f .4 . C 11 . P CI by OF of uT 0. G I%( 4✓tGE e2El.I r, I P a J CH I< . .5 14101.05 vt.51, r' -k)r; DI 4r/c#'\ 15 r 4n = 4!4-16 'Co e -1 ill 1 013Z- ecQ" PE. ) 11 2 con = (1'53)( ;04) v 43r/Z < 116,C � = 2 = = d , ( ` /I 4 O, v5 W= 214c -433 C7k ro><- 73 12 1 <T1.33 T. , J 272 C - DroC V ' COMPUTATION SHEET EST. NO SHEET OF OF 1 DATE ' V - 7 / I .o1J c LU s l o L) Cr�NT, avu' b Ex l s N I uiNL 5coat -kff F i�,n ,A0 U r= , F4- - Cq 7 3 U 66 RE.Ce CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY OWNER E? t7 0 COMP CHECKED BY LOCATION P] (-94 r 74 l CONTRACT NO. 1 I4W 1 ` Al A. I r s et/6e d R t 1 THE AUSTIN COMPANY a GveLr) c = 2` P5 ► 14IL.-ti lay Apt- t5;;vav C H - 1LT t,oap 2. Z I ` d - z& c5 A QrQuc-r o , VcJL FCC f>ST = 407; cr'ou crtoiJ . R6 n v rr3s� - 5. S 1 ' J 7 II SAy i s F r1�r�:.t� o. G SN EAR.. CA ► T7 M, P3. AT F►.-'7 5 of 6W -LA'"" - E 8,8k &) 'To Al.56 1 oarToivis 007) _ (' = f.(, ACV- L lkv+�1 G ei 7f 9 /a I)-Q C4e, - co povrL of - rE'usILt 5 2" COMPUTATION SHEET EST. NO �7 SHEET 1 OF DATE 7. lc C US 1 n1 G► A -301 4 U-at, Ara LI S I,J Ot3 L s.NF t RV 14E 1 4" ( W/ 5t,-o rs 'tv A(La,3 i'--r L/ - r&Z6-C. M Vr. J7'vC' I CA 5 � . fr 1 4- �6' 35.6 _ 13.7,k / 32 kJ/ 6. s•-•( p/ cr(‘ I it L.)e 3 ,k•o New 4 Ai a 3N La, ,i. Sot: Lax 3 . /z Gtxr t.0( °- )(0 °) = 33. 4 ``> 17, 6 THE AUST 111 COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY ,. 11'11 OWNER CHECKED BY LOCATION CONTRACT NO. I ELay. OF 5PA,k)p (Zap DoT cdoe r .Ors F 74.5" '7( LOU IL 4. i/' ® `DrA,Q2rc, fEAr' OAmil6r. - ; A-7 5 - ,eAUbR -Fi(- 5jc4) deg24 5/vr.-) 7, 4-No gv7TVM 7euS1t J r-nytef -S F13 Ekc37. I"joZ, / tiJ51`g I2. /k ?G CO NN SG—T tOksi , - 11-16, FuL Low i o ( A gr-- NE41 -L f, MPLl F V7 , f / L - 5PAN72L. - 5 l . r ►-i c A SE Fz OT L»m (?pc t sr. 5('4 N O ( e . rpoky 5Tr✓�� �� s 2. , Da i t Ar ) 9 Aepi pew&r h-36- i���p� /L gS G -m (31.7 Zo P)Jc.. ' PiF14 - pv5Vp T� w��r ) . GEC � s f, G2 a c � > s E 1 rJ ?I,(E 'SPAup /3ri► Ht 6o aP w/ 4Q14e5/LJ e24i07; 4, 5Ea - 3 Fort- Sit 5 -r c 1-J 0E-- e p o Tt.i1(., P,2E.. - C457" /t - Ex 15r , G-,M -p L.< COMPUTATION SHEET EST. NO. SHEET �j OF 1 DATE IV 7/ 10 / / T at1 ( 2, 0 40 5 L)P/ 0(Z- re s ,445uM -r4t) O,ir aJ2 I a� L b'c�t3G! J Z 1 w g 00 CO w GI LU J u . wo LL co a w 1—o w U � o w 01- 01- LLo w z o z CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY L' OWNER O 17 0T W lZ p EST. NO. CHECKED BY LOCATION P) L (2i . tk 1 4-c SHEET Le OF CONTRACT NO f U k(A) 1 L- A (Ai 14 DATE //7/ THE AUSTk. l COMPANY o� 1_(,)( 4-g 5 46 F= 1 k ( ► t` ( ( 4 y 4-sot ) Io. 83 1 1,5-p X 1 -I z > 6: 17.5 (6 ••• F " 0,6 Q - 1.54- - 0.0047( tei.2)6,) = 0. g a .6(• 8x36) - 11.3 g.st C).i I . 1-154 !e cos ° e S p,4vot - Fart / w 5l -I0/ -2 = 3, 3 ) (< d / Free e,00S OF GK4 T 4 . /y am C 114501-1 6 - (d)Po tS7aaw S1` r p r i u-r a-0 �d PA�Et. LA-) T 6 4G -s- 4644 , 6 / r-pCF 14(t -1 i /a opt r3 vc tc /ANUl Arts 05E0 r>> 3 ,f COMPUTATION SHEET PAFL w7 Z4 7) (, (•/4 -s ") '/I, '1 ti iZ it'r Logy e P, , lJ /Lr/ i/./(4)(1) _ 1k_ (Js' 2 4 T= i -s(3) THE AUSTid COMPANY CONSULTANTS • DESIGNERS • ENGINEERS • CONSTRUCTORS LISTED BY 1 .1141 OWNER CHECKED BY LOCATION CONTRACT NO. COMPUTATION SHEET erry Rfr coier EST. NO. (LQ /kr SHEET OF TOKWI t,fri DATE Q (Z 1/1 ( ii» 1' ° •-• L-oa ellow Foe 5pAcip6 •7, v ,7(' . tt 1C (4"dAxictia. cnotcl-r7 1 7-3 1,11, 1,0 c_izt Anchor Diameter In (mm) HIT HY-150 Allowable Bond/Concrete Capacity j HIT HY-150 Ultimate Bond /Concrete Capacity Tensile Shear Tensile 1 Shear Embedment Depth in (mm) f = 2000 psi (13.8 MPa) lb (kN) f = 4000 psi (27.6 MPa) Ib (kN) fc = 2000 psi (13.8 MPa) Ib (kN) f = 4000 psi (27.6 MPa) Ib (kN) fc = 2000 psi (13.8 MPa) Ib (kN) f = 4000 psi (27.6 MPa) Ib (kN) fc = 2000 psi (13.8 MPa) Ib (kN) f = 4000 psi (27.6 MPa) lb (kN) 1'/% 720 1285 1390 1965 2710 4750 4175 5900 (44) (3.2) (5.6) (6.2) (8.7) (12.1) (21.1) (18.6) (26.2) 3/8 3'/: 1895 2705 2230 3155 7120 10160 6695 9465 (9.5) (89) (8.4) (12.0) (9.9) (14.0) (31.7) (45.2) (29.8) (42.1) 5 2635 2800 4445 6285 9880 10510 13340 18860 (133) (11.7) (12.5) (19.8) (28.0) (44.0) (46.8) (59.3) (83.9) 2 1220 1575 1980 2800 4580 5910 5940 8400 (54) (5.4) (7.0) (8,8) (12.5) (20.4) (26.3) (26.4) (37.4) 1/2 4'h 2725 3935 3385 4785 10220 14760 10150 14355 (12.7) (108) (12.1) (17.5) (15.1) (21.3) (44,5) (65.7) (45.2) (63.9) 81/4 4300 5295 6740 9535 16140 19860 20225 28605 (162) (19.1) (23.6) (30.0) (42.4) (71.8) (88.3) (90.0) (127.2) 2'h 1620 1985 2460 3480 6090 7460 7380 10440 (64) (7.2) (8.8) (10.9) (15.5) (27.1) (33.2) (32.8) (46.4) 5/8 5 4395 5250 4770 6745 16480 19690 14310 20235 (15.9) (127) (19.6) (23.4) (21,2) (30.0) (73.3) (87.6) (63.7) (90.0) 7'/: 6025 ._ 8225 9505 13440 22595 30850 28510 40315 (191) (26.8) (36.6) (42.3) (59.8) (100.5) (137.2) (126.8) (179.3) 3 2365 3925 5430 7680 8870 14720 16295 23040 (86) (10.5) (17.5) (24.2) (34.2) (39.5) (65.5) (72.5) (102.5) 3/4 8'/% 4655 8885 8130 11500 17460 33330 24385 34485 (19.1) (168) (20.7) (39.5) (36.2) (51.1) (77.7) (148.3) (108.5) (153.4) 10 9515 12140 18370 23150 35695 45530 49105 69445 (254) (42.3) (54.0) (72.8) (103.0) (158.8) (202.5) (218.4) (308.9) 31/4 3080 4800 6700 9475 11555 18000 20105 • 28430 (95) (13.7) (21.4) (29.8) (42.1) (51.4) (80.1) (89.4) (126.5) 7/8 7'/: 7845 11020 10510 14865 29430 41000 31535 44600 (22.2) (191) (34.9) (49.0) (46.8) (66.1) (130.9) (182.3) (140.3) (198.4) 11 13330 16645 20945 29620 49990 62425 62830 88855 (286) (59.3) (74.0) (93.2) (131.8) (222.4) (277.7) (279.5) (395.3) 4 3445 4865 8260 11680 12920 18250 24790 35050 (105) • (15.3) (21.6) (36.7) (52.0) (57.5) (81.2) (110.3) (155.9) 1 8 ' /4 8330 11635 12865 18200 31250 43640 38600 54585 (25.4) (210) (37.1) (51.8) (57.2) (80.9) (139.0) (194.1) (171.7) (242.8) 121/4 15540 19525 25635 36250 58280 73220 76900 108750 (314) (69.1) (86.85) (114.0) (161.3) (259.3) (325.7) (342.1) (483.8) 6 4645 7000 14760 20870 17430 26265 44280 62610 (152) (20.7) (31.1) (65.7) (92.8) (77.5) (116.8) (197.0) (278.5) 11/4 12 15490 20770 26010 36785 58085 77900 78035 110355 (31.8) (305) (68.9) (92.4) (115.7) (163.6) (258.4) (346.5) (347.1) (490.9) 15 19210 26815 38010 53755 72040 100560 114030 161265 (381) (85.5) (119.3) (169.1) (239.1) (320.5) (447.3) (507.3) (717.4) r , Anchoring Systems HIT HY 150 Injection Adhesive Anchor HIT HY 150 Allowable and Ultimate Bond /Concrete Capacity for HAS Rods in Normal Weight Concrete MINI 4.2.2 1. Influence factors for spacing and/or edge distance are applied to concrete /bond values above, and then copared to the steel vakue. The lesser of the values is to be used for the design. 2. Average ultimateconcrete shear capacity based on Concrete Capacity Design (CCD) method. 3. All values based on holes drilled with carbide bit (see section 10.4.1) and cleaned with wire brush. 4. For sill plate attachments, see tables on page 73. 70 Hilt Product Technical Guide 2001 • Hilti U.S.: 1-800-879-8000 / www.us.hilti.com • Hilti Canada: 1-800-363-4458 / www.ca hilti.com EVALUATION REPORT Copyright m 1995 ICBO Evaluation Ser. ice. Inc. ICBO Evaluation Service, Inc. 5360 WORKMAN MiLL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials Filing Category: FASTENERS — Concrete and Masonry Anchors (066) HILTi HIT HY-150 ANO HIT HY -20 ADHESIVE ANCHOR SYSTEMS HILT!, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 1. Subject: Hilti HIT HY-150 and HiT HY -20 Adhesive Anchor Systems. It. Description: A. HIT Adhesive Anchor System: General: The Hilti HiT HY-150 and Hilti HIT HY -20 consist of a two- component resin adhesive in two foil cartridges separating the resin from the hardener. The foil pack- ages are attached to an opening and dispensing manifold. An auger -style nozzle is attached for proper mixing of the adhesive components. The HIT HY -15015 for use with rebar sizes No. 3 through No. 11, threaded rod sizes 3/4-inch through 1 -inch diameter or HFA anchors with 3 /e•inch through 3 /4 -inch internal thread diameter for anchoring into normal - weight con- crete, lightweight concrete or grout - tilled block. The threaded rods con- form to ASTM A 36, ASTM A 193 Grade 87, ASTM F 593 or Alloy Group 1 Type 304 condition CW. The HFA flush inserts conform to AISI 12L14 material. The HIT HY -20 is used with a galvanized metal screen and all - thread rods of 3 /8-inch through 3/4 -inch diameter to anchor into clay brick masonry. Steel reinforcement dowels are No. 3 through No. 11 conform - ing to ASTM A 615 Grade 60. 8. Installation: The anchor is Inserted into a predrilied hole that has been cleaned with a wire brush or water so as to be tree of dust, debris and standing water. The hole is drilled to the embedment depth specified in the appropriate tables. For clay brick masonry. the galvanized metal screen tube is completely failed with HIT HY•20 adhesive and inserted into the predrilled hole. The threaded rod is inserted into the adhesive -filled metal screen tube, turning slightly to ensure the complete bonding while pushing the anchor to the bottom of the screen. For concrete, Lightweight concrete and grout - filled masonry units, the predrilled hole is titled one - half full with HIT HY -150 adhesive. The threaded rod, reinforcement dowel or HFA flush insert is then inserted into the hole, turning slightly to ensure the complete bonding while pushing the anchor to the bottom of the hole. The anchor should not be disturbed until completely cured. The curing times and respective base material temperatures for the adhesive mix- tures are in Table 4. Dimensional and installation criteria are in Tables 1 and 2. Allowable tension and shear values are in Tables 5 through 10. . Allowable Toad values are influenced by the temperature of material into which anchors are installed. If base material temperatures exceed 70 °F., the tensile values in Tables 5 through 10 must be adjusted by the appropri- ate factor taken from Figure 1 and Figure 2. Report No. 5193 Issued June 1, 1995 C. Special Inspection: Special inspection in accordance with Section 1701.3 of the code is provided for anchor installations, verifying that anchors are installed in accordance with manufacturer's instructions and this report. The manufacturer's instructions are included in each package. 0. Identification: The adhesive material is identified in the field by pack- aging labels indicating the manufacturer's name, evaluation report num- ber, and product name. III. Evidence Submitted: Descriptive data and results of tension, shear and creep tests. Findings IV. Findings: That the HMI HIT HY-150 and HY•20 Adhesive Anchor Systems described in thls report comply with the 1994 Uniform Build Ing Code*', subject to the following conditions: 1. Anchors must be Installed in accordance with this report and the manufacturer's installation Instructions Including the aneho size, embedment:, spacings, and edge distances shall cantors to respective tables in this report. 2. Allowable shear and tension loads are as set forth in this report 3. Allowable Toads for anchor subjected to combined shear ant tension forces ars determined by the ratio of the actual shear ti the allowable shear, plus the ratio of the actual tension to Ib allowable tension, not exceeding 1.0. 4. Special Inspection In accordance with Section 1701.3 of th code Is provided for all anchor installations. 5. Calculations and details showing that the anchors comply wit thls report must be submitted to the local building official fc approval. 6, The HIT adhesive anchor system cannot be used to suppo lire•rasistive construction unless special consideration Is give to tiro conditions. 7. The HIT adhesive anchors cannot be used to resist pullout force In ceiling or wall Installations unless proper consideration • given to fire conditions. 8. The tabulated allowable Toad values cannot be Increased ti short-term loads such as wind or earthquake toads. This report Is subject to re-examination in one year. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class 1 nsemberz of ICBO, utilizing the cods upon which the reps it based Evaluation reports are not to be construed as representing aesthetics or any other attributes no specifically addressed nor as an endorsement orrecomme dation for use of the subject report. This report is baud upon independent tesu or other technical data submitted by flu applicant. The 1C80 Evaluation Service, Inc., technical staff hal reviewed test resulu and/or other data, but does not poulu test f scillties so make an independent verification. There is no warranty by iCBO Evaluation Service, Inc., espri or implkd, u to any "Finding "or other muter in the report oral to any product covered by the report. This disclaimer includes, but is not limited to, merchantabi4 Page 1 APPLICATIONS AOHESIYE TYPE ANCHOR TYPE ANCHOR SDI (1ndw) SCRUM TUBE (sncn.si GRILL Brr DIAMETER (Inehsa) HOLE DEPTH Cinema) CLAY BRICK MASONRY WITH VOIDS HY•20 HY•20 HY•20 HY 20 HIT ROD and SCREEN HIT ROD and SCREEN HR ROD and SCREEN HIT ROD and SCREEN 3/e by 8 3 /8 by 12 1 /2 by 8 1 /, by 12 37 8 by 8 3 /1 by 12 3 /4 by 12 3 /4 by 17 3/d by 6 3 4 by 10 1 /2 by 6 I /2 by 12 3 /11 by 6 3 /8 by 10 3 /4 by 8 3 /4 by 13 t/2 1 /2 11 46 11 /16 27 /32 271 32 1 1 6 10 6 10 6 101/ 8 13 CONCRETE HY 1S0 HY•150 HY•150 HY•150 HY 150 HY-150 HIT ROD HTT ROD HIT ROD HrT ROD HIT ROD HIT ROD 1 4 du. 1 /2 du. 3 /s din. 3 /4 dia. '1a dia. 1 dii -- -- -- — — — 7 /16 9 l 6 it 4 6 11 116 i5 /16 1 For Embedment Depth See Table 5 GROUT FILLED CONCRETE BLOCK HY 150 HY 150 HY•I50 HY•I50 HIT ROD HIT ROD HIT ROD HR ROO 3 /8 dia. 1 /2 dia. 3 /8 dia. 3 /4 dia. — — — — 7 /its 9 /16 11 /16 13 /16 For Embedment Depth See Table 8 CONCRETE HY•150 HY•150 HY I50 HY 150 FIFA INSERT HFA INSERT HFA INSERT HFA INSERT 3 /8 dia. 1 12 din 3 /a dia. 3 /4 dia. — — — — 54 11 / 16 1 1 31/2 4 6 CONCRETE HY•IS0 HY 150 HY I50 HY 150 HY•150 HY 150 HY•150 HY•I50 HY 150 REBAR REBAR REBAR REBAR REBAR REBAR REBAR REBAR REBAR No.3 No. 4 No. 5 No. 6 No. 7 No. 8 No.9 No.10 No. I1 — — — - — — — — — — /2 3/e 3 /4 24 1 1 1 1 1 See Table 7 ANCHOR OsA z u (1r ct s) 3 is h % 3 14 r/a 1 BD • Bit Diameter (inches) r /I 6 946 i1/ 6 1J/t6 13/16 11/16 Tensile Stress Area (inches) 0.078 0.142 0.226 0.3 0.462 0.606 T • Maximum Tightening Torque (foot•pounds) 304 SS (Croup I) 18 30 75 150 175 235 A 36 or A 193•137 18 33 80 165 200 370 E • Standard Embedment (inches) + 3 41/ 5 6 7 8 Page 2 of 6 CONCRETE Mr. 1.0E AS 0.5E r TABLE 1 —SPECIFICATIONS FOR HILTI HIT ADHESIVE ANCHORS TABLE 2— SPECIFICATIONS FOR HILTI HIT HY•150 ADHESIVE ANCHOR TABLE 3—RECOMMENDED ANCHOR SPACING AND EDGE DISTANCES FOR ANCHORS INSTALLED IN CONCRETE as ED 1.5E ED 0.3E /ED,..,,, 0.3 EA, 1.5E E i Recommended standard depth. based on embedment depths provided in Table 2. AS a Anchor Spacing: The measure between anchors. centerline-to-centerline distance. AS„ at Critical Anchor Spacing; The minimum anchor spacing distance at which the base material will not be damaged when multiple anchors are set. expanded or loaded at service loads. AS,,,,,, = Minimum Anchor Spacing: The minimum anchor spacing distance at which the base material will not be damaged when multiple anchors are set. expanded. or loaded at service loads. ED a Edge Distance: The measure between the anchor centerline and the free edge of the concrete or masonry member. W a Critical Edge Distance: The minimum edge distance at which the component edge does not break away when the anchor is set. expanded. or loaded at service condition. ED,,,;,, = Minimum Edge Distance: The measure between the anchor centerline and the free ed of the concrete or masonry member. / a Load reduction factor applied to the allowable working loads when AS < AS or E „ S ED < ED ED• Report No. 5193 0.5E 0.6 • Page 3 of 6 15 minutes SASE MATERIAL TEMPERATURE ANCHOR DIAMETER 3 /S l 23°F. 32'F. 4l9 . 68'F. 136°F. 104 TABLE 4 — RECOMMENDED CURING TIME FOR HILT' HR HY •150 AND HILT1 HIT In 2,420 5,860 10,930 1.5 hours 45 minutes TABLE 5— ALLOWABLE TENSION AND SHEAR VALUES IN NORMAL-WEIGHT CONCRETE FOR THREADED RODS WITH HY -160 RESIN (p0trnds)s,3.4A.8 1 /2 5/ 3 14 7 /t1 CONCRETE EMBEDMENT DEPTH Orschein 3 63 /i 10 3 /.t 7 1 /2 11 / 1 1.935 4.320 6,695 2,175 5.520 9.375 4.000 e 950 1.712 2.010 1.140 2.945 3.790 1,445 4.005 5,785 2,650 6.120 8.540 2,915 6.510 11.710 3.423 7,875 13,735 ASTM A 34 2,100 Grade 87 4,500 3,700 8.100 5,900 8,400 11,500 15,000 12 18,400 25,000 17.000 22.200 32,705 g l 3.600 6.500 10.200 12.500 935 1,110 1,110 1.455 2,160 2.160 2,035 3.050 3,050 3.850 4,410 4,410 4.540 7.115 7.115 AMU A 930 1,480 1.480 1,555 2,860 2,0 0 4,180 4.000 6.585 4,660 9,800 9.800 7,140 12,125 12,125 2 /E 4 63 /e 2 7 4 /1 8 12 SOND STRENGTH (pounds) 2.000 Concrw 720 1,405 2.010 810 2.280 3.790 1.040 2,815 4.235 AVM A 34 TENSION wNIMUM CURE TIME STEEL STRENGTH (pouf 8.090 8,090 tThe tabulated tensile and shear values are for anchors installed in normal-weight concrete having a minimum designated ultimate compressive strength (A/ at time' installation. 6.735 "The Had HCt HY 150 anchor system experiences a reduction in tensile capacity with increased concrete temperature. The futon noted in Figure 1 must be applied the tendon values noted in the above table when the archon are installed in locations where the concrete temperature may exceed 70'F. 'Spacing and edge distance requirements shall be in accordance with Table 2. 4 Special inspection in accordance with Section 1701.1 of the code must be provided for all anchor installations. 'Anchor rod allowable loads are governed by the tensile strength of the steel. eAllowable load should be the lesser of bond of steel strength. TABLE 6-- ALLOWABLE TENSION AND SHEAR VALUES FOR NFA 1NSE9�TS WITH HIT HY -150 ADHESIVE IN MINIMUM 2,00(3 pal CONCRETE (pounds) "'' Wf 1:ANAL DIAMETER READ DIAMETER (,ore,) BASEMENT OEM (Inches) Ten Mon >.o00 Pal 3 /e 3 –_ 1 /2 4114 5 /a 5 /4 /5 1 The tabulated tensile values for anchors installed in normal - weight concrete having the minimum designated ultimat compressive strength (f c) at time of installati• 2 Spacing of HFA inserts shall be in accordance with the requirements noted in Table 3. 3 Thc HIT anchor experiences a reduction in tensile capacity with increased base material temperature. The factors noted in Figure 1 must be applied to the values no in the above table when the anchors are installed in locations where the concrete temperature may exceed 70'F. 4 Values obtained using an SAE J429 Grade 5 bolt. The mechanical properties of an SAE Grade 5 bolt must meet the following requiremenu: jr = 85 ksi. F = 120 k 1,270 2,050 2,670 4 hours 2 hours 1 hour 45 minutes 30 minutes Report No. 5193 SHEAR (pounds 1,705 2,470 4,470 6,860 304 SS 1 cw 1.150 1.565 1.565 1.415 3.300 3.300 1.630 4.090 4.090 3.995 6,615 6.615 5.390 9,845 9,845 5.255 11,475 11,475 Z 1 M W UO 0 to Hi w_ h N (L wO N O 1- w 1-4 w V ON O F ww u- w 0 EMACO® S66 CI Flowable, shrinkage- compensated structural repair concrete with integral corrosion inhibitor Description EMACO S66 CI rheoplastic, pourable repair concrete features a unique formulation that provides excellent bond, resistance to sulfates and chlorides, high electrical resistivity, low permeability. high compressive strengths, and the addition of a corrosion inhibitor. Features /Benefits • Corrosion resistant - contains an integral corrosion inhibitor • One component - easy mixing and handling • Low permeability - resists moisture and chloride intrusion • Durable - freeze -thaw and sulfate resistant • Abrasion resistant - excellent protection from vehicular traffic • Workability - high slump and good pumpability for formed applications Where to Use EMACO® S66 CI • Horizontal and formed vertical and overhead repair of concrete • Bridges, parking garages and tunnels • Piers, navigation locks, dams, sea walls and other marine structures • Balconies How to Apply EMACO® S66 CI Surface Preparation Concrete Perform surface preparation in compliance with ICRI Technical Guideline No. 03730 "Guide for Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corro- sion" Remove all unsound or delaminated concrete providing a minimum of 1/4 in. (6 mm) substrate profile and 3/4 in. (20 mm) clearance behind corroded reinforcing steel. The perimeter of the area to be patched should be sawcut to a minimum depth of 1 In. (25 mm) to prevent featheredges. After concrete removal and prior to placement, mechanically abrade the concrete sur- face to remove all bond - inhibiting materials from the concrete substrate and to provide additional mechanical bond. Unless a bonding agent is to be used, presoak the prepared concrete sur- face to provide a saturated, surface dry (SSD) condition. Corroded Reinforcing Steel Remove all oxidation and scale from the exposed reinforcing steel in accordance with ICRI Technical Guideline No. 03730 "Guide to Surface Preparation for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion ". For additional pro - tettlon from future corrosion, coat the prepared reinforcing steel with EMACO° P22 or EMACO° P24 rebar coatings. Protection an.I Repam Structural Repair Mortars Mixing Add 0.40 to 0.60 gallons (1.5 to 2.3 liters) of potable water per 55 Ib. (25 kg) bag of EMACO° S66 CI repair concrete. Mechanically mix using a mortar mixer of an appropriate size. Pour approxi- mately 90% of the mix water into the mixing container then charge the mixer with the bagged material. Add the remaining mix water as required to obtain desired consistency. Maximum recommended slump is 7 in. (175 mm). Mix for 3 to 5 minutes until a homogeneous consistency is achieved. Application Formed Applications Immediately prior to placement. drain presoaking water from the from leaving a saturated substrate with no excess water remain- ing. For vertical and overhead applications, air relief vents should be placed at the highest point in the repair area to prevent voids from entrapped air. Apply with sufficient pressure to ensure inti- mate contact with the substrate surface. A long o -time bond- - l ing agent such as CONCRESIVE', LIQUID,LPL bonding adhesive may be used in lieu of a saturated substrate. Ih this case, place the EMACO° S66 CI repair concrete before the bonding agent becomes tack -free. Remove forms when sufficient strength has developed ..For furtherinforrriation, consult ACI 347R "Guide to )Formwork for Concrete ". . Horizontal Applications . Scrub a bond coat of EMACO S66 CI repair concrete into the pre- ,pared saturated surface with a stiff bristle broom or brush. A long 'open-time bonding ageni siich'as CONCRESIVE' LIQUID LPL bond- ing adhesive may be used in lieu of a bond coat. EMACO' S66 CI repair concrete must be placed before the bond coat or bonding agent dries. Level as needed to match the original concrete eleva- i tioo Wrere rep(d,drying condition s)Cis4Auch as hot, dry or Windy r-onditions)'use COOL M° evaporation reducer. Finish the final'sur'face as'required. Curing 250 Curing should continue after form removal. Proper.curing is . extremely important and should be conducted in accordance with ACI 308 "Standard Practice for Curing Concrete ". Apply a curing compound which complies with the moisture retentionrequire- ments of ASTM C 309 such as MASTERKURE° 100W or 200W curing compounds; or moist cure for a minimum of 7 days (including time in the form). For Best Performance • Minimum application thickness is 1 in. (25 mm). • Do not mix partial bags. • Minimum ambient and surface temperatures should be 45'F (7 C) and rising at the time of application. • Make certain the most current version of this data guide is being used; call Customer Service at (1- 800 - 433 -9517) to verify the most current version. Building Tomorrow Together® slart. mbt • Proper application is the responsibility of the user. Field visits by ChemRex Inc. personnel are for the purpose of making technical recommendations only. and are not to supervise or provide quality control on the job site. Technical Data Results were obtained when material was mixed with 0.6 gallon (2.3 L) of water per bag and cured at 70 F (21 t). Reasonable vari- ations can be expected depending upon application methods, test methods and curing conditions. i ;Plastic Pro • erties : • °'Urlitiweightr: ='' -. 142Ib/ft Working time - ;:1 °':- Setrtimes.(h;min (ASTM4:266) ;' . Form No. MB -191 m 2000 ChemRex® Hardened fd d b0312 n ngth dixfA) DK earbpnd ^strength (an DOT) , r' .• .. . Slant stlearbond s trength t.. Drying's hrInkage CfLAST -, M o 12ed. � r, Modo)US bf•` iasti days , ,Rap tl,'ck�i (ttl ;pe r)eability;ar 8 :days 4:(ASTmzt41.202"/AASKTO.1 27.7)' .' t fte,ez e ;tt)aW reststance at 300;cycles ' (ASL r66lt .l idalirl91 '6.51Stance : :5p;cyctes: + ' i; +y -+• ; .erigtketiange' ®'6morjths •,.J 1Y `ri j: ,.., Initial set -4:00 . ..Final set 6i00`: Properties 1' Day 7 Day . 28 Day: psi psi ; psi , (MPa) (MPa).. ,. (MPa)' 260 :`'. '140 (1.8)_ .(2.3) 350 500 ': ',600 (2.4) (3.4) (4.1) 2,150'. '3,300'- (14.8) ; : (22.8) ._ 0,06% 5.90��t X ?. st .'. �. 1 4t :7 : GP : ' ; '650 equlombs 97,:06' RDM. 2; slight to moderate., ' 0,00696, - • r• Customer Service: 1/800/433 Technical Services: 1 /800/ChemRex (1/800/243-6739) Web Site: www.chdmrex.com Limited Warranty Notice Every reasonable effort is made to apply ChemRex Inc. exacting standards both in the manufacture of our products and in the information which we issue concerning these products and their use. We warrant our products to be of good quality and will replace or at our election, refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products, but also upon many factors beyond our control. Therefore, except for such replacement or refund, CHEMREX INC. MAKES NO WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY, RESPECTING ITS PRODUCTS, and CHEMREX INC. shall have no other liability with respect thereto. Any claim regarding product defect must be received in writing within one (1) year from the date of shipment. No claim will be considered without such written notice or after the specified time interval. User shall determine the suitability of the products for the intended use and assume all risks and liability in connection therewith. Any authorized change in the printed recommendations conceming the use of our products must bear the signature of the ChemRex ,Inc. Technical Manager. ;Splitting:tensile.strength ;° '; x'300: '.; :.:550' 700'' : ( AST M C496)';. .Flexural strength 77 (A STM C148) - -(5,3) Compressive strength. : • .. -'2;500 `: ; } ;6;000 8,000 ' ,: (ASTM.0 109):::: : (17.2) . (41 :4) (55.2) : • '• Na; epoxy: bonding` agent used : -; z ICRI ` in x'3 in. x'i0 in. (75 riim x 75 mm x 250 mm) prism, air cured. For professional use only. Not for sale to or use by the general public. ® Printed on recycled paper including 10% post - consumer fiber Order Information Packaging EMACO' S66 CI ■ 55 Ib. (25 kg), moisture - resistant bags • 3,300 Ib. (1,500 kg) bulk bags Storage and Shelf Life • Unopened bags have a shelf life of 18 months when stored under cover In dry conditions between 45 and 90'F (7 and 32 t). Yeild • Approximately 0.43 ft (0.012 m This will cover approximate- ly 5.2 ft (0.48 m at a 1 in. (25 mm) depth before waste. - , 1 Da 7 Day p si' ps i psi irsimmerummerrimr Protection and Repair Cheffillex y � 1 889 Valley Park Drive; Shakopee, MN 55379 Manufacturing Plants:Newark, CA; Denver, CO: Fort Wayne, IN; Centerville, IN; Mattawan, MI; Bloomington, MN; Bristol, PA. Regional Warehouses:Hayward, CA; Ontario, CA; Atlanta, GA; Chicago Heights, IL; Fairfield, NJ; Grand Prairie, TX; Brampton, ONT (Canada). 8M 8/00 • r. • ., .Nw . eA.:11.) .1 • NOTE TO SPECIFIERS The purpose of this document is to assist the specifier while developing a specification for the use of MBT Protection and Repair EMACO® S66 CI. This specification has been prepared to be part of a complete project specification. It has not been prepared to be a "stand alone" item. This document is not intended to be copied directly into project specifications. PART 1- GENERAL 1.01. Related Documents - , .: ' ,' and general provisions of the Contract, including General and Supplemen Conditions apply to this Section.. .., s • 1.02 Summary A. This Section specifies a one - component rheoplastic; cement -based shrinkage- .. : • compensated pumpable, non - segregating, pea gravel aggregate structural repair concrete with integral corrosion inhibitor. B. This product is designed for repairing horizontal and formed vertical or overhead ; ; ; concrete structures not less than 1 in. (25 mm) in, repair depth.: 7 ; r :::. 1.03 References ASTM C 348 -91 ASTM C 109 -90 ASTM C 469 -87 ASTM C 666 -91 ASTM C 878 -87 ASTM C 882 -87 ASTM C 1012 -89 MBT Protection and Repair SPECIFICATION BULLETIN SECTION 03723 EMACO® S66 CI Flowable, Shrinkage- Compensated Structural Repair Concrete with Integral Corrosion Inhibitor Test Method for Flexural Strength of Hydraulic Cement Mortars. Test Method for Compressive Strength of Hydraulic Cement Mortars - Modified. Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression. Test Method for Resistance of Concrete to Rapid Freezing and Thawing. Test Method for Restrained Expansion of Shrinkage Compensating Concrete. Test Method for Bond Strength of Epoxy Resin Systems used with Concrete - Modified. Test Method for Length of Change of Hydraulic Cement Mortars Exposed to Sulfate Solution - Modified. 03723 -1 ,:..; . ASTM C 1202 -91 Electrical Indication of Resistance to Chloride Ion Penetration. 1.04 System Performance Requirements A. Provide sulfate- and chloride- resistant repair mortar which, when cured, produces the following properties: 1. Compressive Strength (ASTM C 109) 2. Flexural Strength (ASTM C 348) 3. Slant Shear Bond Strength (ASTM C 882, modified) 4. Permeability (ASTM C 1202) 5. Freeze -Thaw Resistance (ASTM C 666, 300 cycles) • . 6. Sulfate Resistance (ASTM C 1012) v 7. Modulus of Elasticity' (ASTM C 4 i.05 ' Project Conditions PART 2 — PRODUCTS 2.01 Materials 03723 -2 Minimum, 1 -day 2,500 psi (17.2 MPa); 28 -day 8,000 psi (55.2 MPa) Minimum, 28 -day 770 psi (5.3 MPa) Minimum, 7 -day 2,150 psi (14.8 MPa) 650 Coulombs @ 28 days Minimum RDF 97% .6 months: 0.006% expansion (maximum difference between control barsiih water•and test bars) 5.9 million psi (40.7 GPa) -@ 28 days A. . Weather Cbriditions: App1y;'repair "ritortar only when ambient and surface.ternperatures. are 45°F (7 °C) and" ring : not make the repair if the ambien't:temperature• is `expected to fall below,40 °F (5°C) within 24 hours after placemerit.:Do' repair.mortar when ambient and surface terhperatures are 100 °F (38 °C) and • Follow manufacturer's recommendations regarding additional installation information.:::: ., (hot weather -drying conditions, or cold weather installation). • • A. Repair Mortar: "EMACO® S66 CI" by MBT Protection and Repair, a blend of Portland cement, specially graded aggregates, set - control admixtures including shrinkage compensated additives and integral corrosion inhibitor. B. Water: Drinkable. C. Curing Compounds: "MASTERKURE® or, MASTERKURE ®100W or 200W ", by MBT Protection and Repair. D. "CONFILM ® ", evaporation reducer and finishing aid, by MBT Protection and Repair. E. Rebar Coating: EMACO® P22 by MBT Protection and Repair. PART 3 — EXECUTION 3.01 Surface Preparation A. Mechanically remove unsound concrete to the limits indicated on the drawings. B. Remove at least 1 in. (25 mm) of existing concrete facing and continue removal as required to expose sound aggregate. Substrate should have a minimum amplitude of 1/4 in. (6 mm). Limit the size of chipping hammers to 151b. (6.8 kg) to reduce micro fractures. C. Square cut or under cut perimeter of the area to be repaired to a minimum depth of 1 in. (25 mm). Do not cut existing steel reinforcement. D. Where reinforcing steel with active corrosion is encountered, comply with the following: 1. Abrasive blast reinforcing steel to remove rust and contaminants. 2. If half or greater of the diameter of the reinforcing steel is exposed, chip out behind the reinforcing to a 3/4 in. (19 mm) minimum depth. 3. Splice new reinforcing steel to existing steel where corrosion has depleted the cross - section area' by 25 %, as directed by the Architect/Engineer: . Thoroughly abrade the roughened surface ;and exposed reinforcement to. remove; all bond .::... inhibiting materials such as: rust, dirt, . loose chips, and dust. Maintain substrate in a' .1. saturated, surface -dry condition. F. Coat exposed.reinforcing steel with EMACO0 P22 rebar protection prior.to:patching:. 3.02 Mixing A. Comply with mortar manufacturer's recommendations for water quantity and mixing . • ; �.�- i ;,i(i': it t• i•:11',.''. ....tic , .procedures. .. :,•... :.;�.. :. -•.: I't ' ,r,• ., . . , "c•,, • . •:.!'l. .1c: .i-. W\::. , z..,' .. �! �� .rtt. ,�t��� C, .� ��'!•�• t . , ,. • ;; ,, . :r . Application _t • :d:....... .t :. S • • 3:41;;:. , it tc... :, . . • •,., A. r Place pourable sulfate- and chloride- resistant repair concrete by:pumping orpouring with . a minimum application thickness of 1 in. (25 mm). 3.04 Finishing A. Level surface of repair mortar using a float or screed. B. Apply final finish when mortar has begun to stiffen. 3.05 Curing A Protect fresh concrete from premature evaporation. Cure finished repair mortar by one of the following methods: x 03723 -3 1. Preferred Method: Keep area continuously moist with water as soon as mortar surface has hardened (thumb print hard), for a minimum of seven days. 2. Acceptable Method: Apply two coats of curing compound, MBT Protection and Repair "MASTERKURE ®, or MASTERKURE® 100W or 200W". Apply the first coat immediately after completing finishing operations. Apply the second coat about 24 hours later. 3171 03723 -4 ACTIVITY NUMBER: DO1 -062 DATE: 3 -8 -01 PROJECT NAME: RED DOT CORP. SITE ADDRESS: 3511 SOUTH 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: B ldg$Division Public Works 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete e Comments: PLAN REVIEW /ROUTING SLIP Structural Incomplete T APPROVALS OR CORRECTIONS: (ten days) Approved n u'KRC n I I l EN M VP, Fire Prevention n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 3-13-2001 Not Applicable TUES /THURS ROUTING: Please Route Pe Structural Review Required No further Review Required Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE 4 -10 -2001 DATE: CORRECTION DETERMINATION: DUE DATE Approved Fl Approved with Conditions I Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -062 PROJECT NAME: RED DOT CORP. SITE ADDRESS: 745 ANDOVER PK Y Original Plan Submittal Response to Incomplete Letter fir_ Response to Correction Letter i# Revision it After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved V'RR()UII IX )C TUES /THURS ROUTING: REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Comments: Structural Revie quired APPROVALS OR CORRECTIONS: (ten days) Approved LI Approved w •. nditions REVIEWER'S INITIALS: Approved with Conditions 11 n C REVIEWER'S INITIALS: DATE: 3 -8 -01 SUITE NO: Planning Division Permit Coordinator Not Approved (attach comments) DATE: "OW n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3 -1 3-2001 Not Applicable ri No further Review Required DATE: ZG01 DUE DATE 4 -10 -2001 DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: BUILDHIG PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall lnsulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre - reroof ❑ ,01400 Final -Fire E ' 01700 Final- Building ❑ 01900 Final- Reroof ❑ 03100 Site Visit ❑ j04000 Special- Concrete 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress t 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 0401 Special - Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME -r :Dar co ar t CONDITIONS [0001 No changes to plans unless approved by Bldg Div t , 0010 Special inspection required, notify Bldg Div I 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing 0013 Partition walls attached to ceiling grid 0014 Readily accessible access to roof mounted equipment 0015 Engineered truss drawings & cafes shall be on site 0016 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans "No work shall be done in addition to those modifications..." ❑ ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected f • 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 00 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces 1 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" (V/0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected g 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Date: 3- 2 91 Date: 7 q O( LICENSE DETAIL INFORMATION Form Page 1 of 1 Current Filter: None 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * 'VIEW *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= CLEMEGCO5005 LICENSE DETAIL INFORMATION Registration# or License CLEMEGCO5005 Name CLEMENTS GENERAL CONSTR INC Address 15805 SE 264TH ST Address City KENT State WA Zip 980928225 Phone Number 2536318106 Effective Date 9/25/95 Expiration Date 7/27/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties 1JRI Number 601578352 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: 3/8/2001 September 5. 2001 Mr. Greg Thoreson 495 Andover Park East Tukwila, WA 98188 RE: Permit Application No. 1)01 -062 745 Andover Park East Dear Permit I Iolder: Our records indicate that on September 5. 2001, one hundred and eighty days (180) will have passed with no inspections having been called for under Tukwila Building Permit No. 1)01 -062, Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date. your above referenced permit will become null and void ten (10) business days from the date of this fetter. If your project has been completed please call for a final inspection. If you are actively working on it. please notify our office. If you have any questions or need father inlbnnation to obtain an extension on your permit. please call the Tukwila Building Division at (206) 431- 3670. Sincerely, Stef;inia Spencer Permit Technician Asti Xe: Permit File No. 1)01 - 062 City of Tukwila 6300 ,Suuthc niter R)nlet'ar(l..Suite /1100 • Tukwila, 1tashington 08188 • Phone: 206 - 431 -3670 • Fax: 206.431 -3665 Department of Community Development Steve Lancaster, Director h .� Steven M. Mullet, Mayor arrant Contractor Registration Car 11,131 co' rn cm ROOF FRAMING PLAN