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HomeMy WebLinkAboutPermit B93-0197 - SOUTHCENTER PLACE - SOFFIT REPAIR0 5OUTh CE PLAce. City of ?Yikwilk (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0197 Type: B -BUILD Category: ACOM Address: 16400 SOUTHCENTER.PY Location: Parcel #: 262304 -9021 Zoning: CP Type Const: V, 1 -HR Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: DODSOPI101JB A TENANT SOUTHCENTER PLACE 16400 SOUTHCENTER, KWh 188 OWNER SUNRAY I NVESTME,NTS.': 6506 151ST PL SE, BELLEVUE WA 98006 CONTRACTOR DODSON - ,PA,TTISON INC 'Phone: 206 361 -2989 12304 31ST ;AAVENUE NE SEATTLE:WA 981; CONTACT ED NOVION ` :. 13058�.,BOTHELL WAY N. E. , ;.SEA TTLE, .;WA z *********** *.**rk *k*`* ** *`k' Sic* ** ******J4* ** * ** **** * * * ****** * k** **'**k* **k * * *•k* Status: ISSUED Issued: 06/30/1993 Expires: 12/27/1993 Type of Occupancy: OFFICE Scopes: N Sewer: TUKWILA Permit Desc,r;i>ption: ` SOFFItTr?REPA;IR. Units: 000r` , Buildings `: 00.1 t Fire Prct.ection: N/A UBC Edition 1991 . °v t } `t} `, p ,i ' Valuation: 2i, 000 00 " '�f:. `'w;; ;. y' Total Permit Fee: 7875 .t. a; * * ** * *k *1*.1k * * *** * *r* **.**'**********' k******* y** * *. * * * * * * * * * * * * * * * * * * * * * ** * * *** .:k ' .. � •,r' _:! i t S r,t. r'' i .: .t � t t ti, e SETBACKS "; Back :.. Right:, i 7 C;e.t ter :AU`,thori ze J S i°gnature '� 'Date I hereby ;`cart i f y that I have read and e"xami`n•e"d�""th,is ,perms t and know,' the same to be ,tgrue '�an`d correct. All prowiisi'ons of,•.law and` or'd•lnancjes;v. governing %th'is ork wil.,1 be complied.with, whet'her specified herein or not. The grantingy ».f this p,ermi.t does not—presume-to give authority,' tu via1..i;.�. or cancel the p:i,ovis1ops of :any other state o r�, :,u b.oa I laws r uyu t'ui. trty construction or litrhe 'p'er�,I'ormanee o�1 worl`4.Sy.3i•'`�dlii :rULf uu,i(z6'd t6`-`; ign for and obtain this bus - permit. Signature:. � ,.. ��i,. j;_ G` .: `YL,ate i✓r` ittL iVatut .e341/1//2-',0 e'" ?-.L! /cllr putrnt i L .sha I 1 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. CITY OF TUKWIL. Department of Cot ;unity Development — Permit Cente 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 593-0191 PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. 50 ICn4oa So (o Lee. - SUITE NO. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. `EPARTMENT DATE IN DAT.:E: AP :ROVED: 8/4/413 R • BUILDING - initial review (ROUTED) CONSULTANT: �QUIREMENT Date Sent - Date Approved FIRE 1123 G.»,. > INIT: "7.i4 FIRE PROTECTION: (j Sprinklers (_) Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: O PLANNING Avvrly INIT: GCS ZONING: IBAR/LAND USE CONDITIONS? ( )Yes U N REFERENCE FILE NOS.: MINIMUM SETBACKS: N- s- E- O PUBLIC WORKS ^/4 UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: ( ) Yes (i N INIT: BUILDING - final review y `BUILDING OFFICIAL REVIEW COMPLETED TYPE OF CONSTRUCTION: 1 -HP- CERT. OF.00CUPANCY? OYes XNo UBC EDITION (year): (1a AMOUNT OWING: CONTACTED j("' � e ' ` • Jar 0 • DATE NOTIFIED tO — 50- q3 lir BY. h� (init..) `-�� 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01708199 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIIJ PERMIT APPLICATION PLAN CHECK NUMBER DESCRIP.TION:`'.:`': BUILDING. PERMIT FEE :;;; PLAN CHECK'FEE BUILDING SURCHARGE! OTHER::' ::AMOUNT::' RCPT > # SITE ADDRESS SUITE # oncOu 0 ,-/b7-7.,- (6 r..2 /,eVy VALUE OF CONSTRUCTION - $ 2. ao o ASSESSOR ACCOUNT # 2. C21 0%�0 2. /or" PROJECT NAME/TENANT �'J- D Lent- P 1, -=�-iL 4 <�/r y,,/z_ TYPE OF New Building Addition U Tenant Improvement (commercial) L) Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) J Other DESCRIBE WORK TO BE DONE: ri`' 7/ . ZO/ / / 7 S I 673 Y z7,,,,„_/, e _ 7 �i /G BUILDING USE (office, warehouse, etc.) OAT /�y, J NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? -No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: tVv WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? R No 0 Yes IFYES, EXPLAIN: PROPERTY OWNER .()A/ 7i/9 y `iiii1/6 fT C /,L,i Aiei 204,4/F4PHONE c.-9 /51) ADDRESS /" l- .41'ir..� we`L z7,,,,„_/, e _ 7 �i /G � PHONE // ZIP /f� 2 S,' pl CONTRACTOR /� r, ADDRESS /5 03 Vo?-ip:L ��,i,- ,,i4( ZIP i7-'5' WA. ST. CONTRACTOR'S LICENSE # D,. ff ?2- /Q/ j-,2s EXP. DAT 2,3A , (/ ARCHITECT PHONE ADDRESS ZIP I HEREBY.CERTIFY TNAT:. BP <TRUE:'AND CORRECT,: SIGNATUR BUILDING OWNER OR AUTHORIZED • •VE :READ AND. EXAMINED THIS :APPLICATION AN1 1M .AUTHORIZED TT�.1O APPI Y F.OR THIS..PERt1 _4„,a664.- Gi. PRINT NAME NAME ee,),41) .,,?./0///A., ADDRESS /7o 77/ei 11/6) DATE 0/41 PHONE F AGENT CITY/ZIP Z/25- CONTACT APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED (o- 3-q3 DATE APPLICATION EXPIRES ) ? 3-cL3 oy,6,9, SUBMITTAL CHECKLIST COMMERCIAL ---- NEW COMMERCIAL 6U1LD1NGS /ADDITiONS nCompleted huilding permit application (one for each structure • Assessor Account Number: • Two sets (2) of the following; Specifications r .Structurafcaiculations stamped by a Washington State license .engineer. Soils report stamped by a ;Washington State.Iicensed engineer: L . Topographical survey :Energy calcuiations stamped by a Washington State !Icons :engineer or architect .Legaldescnption Working drawings :stamped by a Washington State license architect; which include Site plan • Architectural drawings :Structural drawings: • Mechanical drawings •. Elevations Civil:drawings Landscape plan Completed utility permit application • Six (6) sets of civil .drawings NOTE ..See utility permit appIcation •and checklist fat'.speciAc uhli submittal; requirements. one for_enare project RACK.STORAGE• • Completed building` pormit •application.:: Assessor Account Number Two. (2) sets of plans; which include:: Building floor plan showing • Entire ,space ;where. racks :will be located Exit: doors • Dimensions "of allaisles Tenant space tloor;plan showing rack exits NOTE :Incfude.dmenstons of racks (height, width and •length) aisles and exit Ways on plan Structural calculations stamped by •a, •Washington engineer'(rack story e.6' and over State licensed RESIDENTIAL NEW SINGLE -FAMILY: DWELLINGSIA.DDITIONS Completed. building permlt'application: • Legal description. Assessor Account Number: Two sets (2) of working drawings, which include Sit. plan ...t. tan ptarr show ckse�thydrant IocaGon Foundation plan Include access ro bulksnp, strowing • Floor: plan width and Longo of access.), • Roof plan Bufldin elevations all view:; Building cross section Structural framin 9 i?lans .. Washington State: Energy Code data Completed utility permit application Six (6) sets of s rte :plans showing utilities, NOTE : :Building site plan: and utility site plan maybe combined See . utiluy permit applfcatlon and checklist for $pacific submittal roquuements Addnonal topographical and sod . Information maybe regv /red jl unique • site cond/tions COMMERCIAL TENANT:iMPROVEMENTS Completed building permit application (one for .tenantj:: • Location of tenant space • Existing rind proposed parking • Landscape plan;(if applicable, t.e.; char `Overall bwlding :plan •-Tenant location tJse of adjacent (common wall) tenant • CNerafl dimensions of bWlding orsquare footage Floorplan of proposed tenant space Tenant space plan: with use of each; room labelled •Exit doors; egress.pattorns: New walis;'existing wall; and walls to be demohshe Construction` details • Cross sections showing wail construction and:metfiod of. attachme „ntfor floor and cojiing Structural calculations stamped by a Washington State licensee y” engineer. may be required i1structural word is o be.done (2 soli NOTE 1J any ub/dy work Is to'be done; submit separate utility aerial application. and plans:: . REROOF Completed building permft app ►rcatlon (one for each structure .Assessor• Account Number Narrative descrlbi.ng existing roof, matenalbetng removed, and oNfOf oTf E t he A t p ceerl tm biet :talled : required prior to �pectlon and s /gn ng nmae Ietteris tn ; fnal i• • plans, which include Site Plan (showing building and Iocatron•of Details entenna/satellite dish and method :of attachment •Structural calculations •stamped bya Washington State lrcenso :engineermay•be required; RESIDENTIAL• REMODELS Completed building permit application Assessor. AccountNuml • Two (2) sets of working` site plan oundatan ion pia Ioor pl goof plan Building elevations;(al. Building cross section Structural :framing plans NOTE If any utility work is 10 b,e done prowde u f lli and plans must be submated one for each structure :':REROOFS.. Completed building permit appiical • essor Axount Number Narrative describing existing roof, material being remove rnatenei:being installed TE A car llcahon letter Is required prior to final Inspecdori N ol the permit CITY OF TUKWILA Address: 16400 SOUTHCENTER PY Tenant: SOUTHCENTER PLACE Status: ISSUED. Type`: B- BUILD Applied: 06/03/1993 Parcel #: 262304 -9021 Issued: 06/30/1993 **•k *** ** * * * ** *•A *** ** *• k• k * * * * * *•k * *•k * * * * * * * **** * * * ** *fit * *•*•k *'k'k * *•k* k* k* * **•k* k•* ** Permit No: B93 -0197 Permit Conditions: 1 . No 'changes will be made: •_•.•_, „ Tukwila Bui1din D u S :an'y. "� 2. E'l'ectrical permgt st3 11' be robtained �gt�hrough'the Washington State Div ision• 0,': f_"ab r d' Indust ies.: and'a: 1 e1'lec'tr�ica1 mark :44,i 11 • be 0.6ec,�te'd 0; , a`t Page c9 (24.��ij''-b`'657) `�` � 3.`,All permitsic i`hspe.p on records nd' apprV e;4: 11ens sha}1� „1 be d.dk � ✓ .ib � ,�� ,�� 7"r � 4?8 Er� ,L k.5' pni•” } '.r'' r .t maintaine,,;d. •iai'iable +at tpeii�Sob site 'pfrirgr toeath,e start? nf. any con cti%n' he.,e docu�teri,ts pare to iee, mai i hied , .avai1ab� 'untilkefinal,'inspect 6 eta!? royal is 'grante . •,. 4. Al 1 cch • ruction° toobe do�n�e �i con f mance wi tf +apprsoved plans q 'd ;reiquire entsv b the Uniform Bui 1din Code (1'-9 '1 Edit o• ) a's *amended by. the Wa4I3 .ngton State Bui1d1r�g'`Cgde ", Unitiif Me°ot},a'nica1 Cod;e'(1991 dition�), and Washington ;State' Ene ^i�g,, Code (1991 Second �Ed "i't'1on) . v_.,,,. { ``a,, ,r " , 5. Val+ �d ty� fo,Permit.04 ATh "ei- ,;issL ce a''' `'erm-lt or appf?ovai of plai , , .specificat�i :nns anal Co puiw �dn j)a1-i;R not:, be con '`' "; st ti d to b p'er m,i.tY "1p , #a a� app;r .al ofd, any. vio {1atb.ib " ',h! 'ofutrhe p'rovisi'ohs ofX he State;,buiid.i'ng Code of airy nc o"f ";he'�jur. i,.s•si :i�'cti'ai°ti No 'p�,rmi`t presuming • to g1�v:e ttyrrK'.'vIolat,e.,or c npesl t,he��,,pr;ovis1:bns of this code P b e ya } i d stl`irt "\ a�,nw t'.- . N,. ll(f�s, �� f �,y� �13 (y riTOs.approved by the ** **kkk•lot******kk*•k•kkkk ** .A**k ******k *' *********k ** * *kkkkkk**** 4 CITY OF TUKWILA, : WA TRANSMIT *** k********* kk * * ********* *** ** *k **** ***** *** *************** *k* TRANSMIT Number: 93000699 Amount: 78.75 Ob/03/93 13:03 Permit No. 093 -0197 Type: B -GUILD ' BUILDING PERMIT Parcel Nor .::262304.90 1 06/03/13 Site Address: 16400 SOUTHCENTER PY Payment :.Method: 'CHECK Natstian: DP INCORPORATED ; Init,» SLE3 * * * *kk*.* * * * ***/ k.* k* k* k * ****.k* ** * *. *•k *k*.*•k *k* *. ** *qtr **k * * *. ** ** ****** GENERA 45.00 GENERA 29.25 GENERA 4.50 TOTAL 78.75 CHECK 78.75. CHANGE 0.00. 1251A000 15:55 Account :Code 000/322.100. 000/345..'830 000/386.904 peacr'iption UUILpING NONRES 'PLAN CHECK - .NONRES STATE BUILDING 5uRCHARgE Total (This .Payment) r P.id 45.00. 29.25 4.50 78.75.: Total Fees: Al 1 Payments .3alance: 78..7:; .00 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER NO (206) 431.3670 r e 0010/ Type of Inspection; , -/27.---7.70/ Address: /4 4/ Cth Date Called: � Spedal Instructions: w /� et `.S Date Wanted: 7--- - ...3-1 trO ..m.. Requester : :�- --,� -� Phone No.: 1— .4f Approved per applicable codes. O Corrections required prior to approval.; COMMENTS: Frispect. or: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at_; 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection 0INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO (206) 431-3670 • . : . —. ..(411Aciz--Krreg- ■...kcF- YPe o nspecl . ' . c-iwe, Address: Ap (.00 Date Called: '7 - Special Instructions: Date Wanted: 7 -ci -9 3 (.121 PAL Requester: -...... Phone No.: -"-- pproved per applicable codes. COMMENTS: Corrections required prior to approval. A rk-14 scgws Aicg s 3-11.)G, jLt 6 iL r CA-AA— • Inspector: Date: 1.3 o $a oo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • 44, 0 INSPECTION RECORD 0 75 Retain a copy with permit 0 / R "7 P RP4T NO, (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: ,-- Type of tnspe Address: I� 1 6Uthc.4rl\ et P4 Date Called: "7 _" 7— 93 Special Instructions: j� " 1 .k�t1/YVtA ■J �-� Nitit4r,t, Date Wanted: 7 -- K= . q3 am %. {� Requester: -- d ., 962q-9-q-8\-- ❑ Approved per applicable codes. COMMENTS: [Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.` Call to schedule reinsAection. s 4:ins if INSPECTION RECORD . 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 `ro ect �01V1 C Pilfer Pia' Q. ype o ns �,� n: 4 !Q t D� Address: � IOLi 00 � `���� � Date Called: �-.� _- Spedal Instructions; .% Ti,,r,t, --Q Q f .. , e-CA-`i 16 � Date Wanted: �,,�""" `"i - — am. C: : Requester: l G 1t. 109 - ?-4 KApproved per applicable codes. Corrections required 'prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at .. 6300 Southcenter Blvd.,; Suite 100: Call to schedule reinspectlon. '0 INSPECTION RECORD 0 Retain a copy with permit ;t' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s93- °p/E24. (206) 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. 'COMMENTS. 74...1 �.. 771-0.1.4.— ,c, /JO r12-,4,,i t,JC, . rN APL A-5 'S`twrti- 0 (} nl i }A 6 lazz i cr " hh71 - Ni`nA�- -rd r) `1 del. R k rJ.S u ta.;.r --t' `. c si t, r rJC ? w kit u v� G. -r u.�s' rt� :St"'r€ ,T" PGZ=t aI? To co Inspector:. Date: if ❑ $30,00 REINSPECTION, FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule . reinspection. e: '. s of: A. 1:I: . :. . Instructions: a Date Want : "" 17-t Q 3 am .m. Requester: Phone No. :Gik g SL Approved per applicable codes. ❑ Corrections required prior to approval. 'COMMENTS. 74...1 �.. 771-0.1.4.— ,c, /JO r12-,4,,i t,JC, . rN APL A-5 'S`twrti- 0 (} nl i }A 6 lazz i cr " hh71 - Ni`nA�- -rd r) `1 del. R k rJ.S u ta.;.r --t' `. c si t, r rJC ? w kit u v� G. -r u.�s' rt� :St"'r€ ,T" PGZ=t aI? To co Inspector:. Date: if ❑ $30,00 REINSPECTION, FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule . reinspection. e: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA JUN 2 N 1993 REVMOIN1 SUBMITTAL ' y' DATE c PERMIT CENTER PROJECT NAME ,/ Gil/T» c t lyr-t -At. ��L 1 / • ..� ADDREs5 1 t1/ Li op leer 1" CONTACT PERSON /T /0V-4/./" PHONE M/-.2-91 1 y. ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 3 -ale) TYPE OF REVISION: SHEET NUMBER(S) /%J "Cloud" Or highlight all areas of revisions and date revisions. SUBMI lTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA. 98188 RI /113K SUE: It E1TTAL * * PROJECT NAME ✓�,J0"N(,t Arre' ADDRESS CONTACT PERSON l:- 4 WO/ PHONE e3Li / — 29/5 ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER /S3 9,r-- Q /4i TYPE OF REVISION: zs2), ri^.t. fit 7"e/eat,/ a )7,rot r r4.,,'t'/ rt) ; ((Z r2 k/,v - '' fi e///4./ SHEET NUMBERS RECEIVED () /2 aITY OF TUKWIIA "Cloud" or, highlight all areas of revisions and date revisions 1993. PERMIT CENTE9 vont Nate 10 epeoitlar: The k.licv:1 !p sgacitlnalto►t for fllgitS Jt tiryWall ...nnZee.S :44cy .,m is n guide lit the preparation 01 a spOCifrcotfort for a gypsum board euspension system. Celelo such Itotne that are not related to the perUculnr prol9.ct.for.whlc:l.tiln '141;•:::: {� :::'t Sedan 00 .. Part i •-• tatanaral 1,01 Related Work A. nd•httea hulk apet:ltiotl 61g6y,hot9; (, Gypsum Board Systems: Section —.. 2, Acoustical Colling3: Section __..,.___. 3. Iriie;raied Assemblies; Section -' .11114 tandltllp: Section 5. Lighting: Section A ..irk Installed taut turrirrined under other eecilone: (Inolude Applicable requhamenis.) C. Work 1UrnIshad but Installed under other sections: _ (Include tapalrenhrc rogwrtatrante.) 1.02 9vite_ro.tlututtinlinn A ti1Anittli L' lit Ilan of main d iorting _ r..•, ss "�� '� i1µ.15X9.ttimltOC9l2 .y t, � ivub A[l ..".. :.... tiles +:ot►a,i?ndfS 8r Orela lei.1s, kicked rr>anrner l.) sbpuott Screw attached ijy115euai priiiiyls, iighi itxtuies, and air dtlueers, where ' applicable. Installed Ay stem must c0ntnim to Undegw,)torS' h et:Valeriesi hh:. (UL) I'iln Heiiilence Design No. °pectlled and other applicable codes. 1.03 Wilily Assurance A. Subcontractor au &lincalleno: Installer 411611 have iutt tttanhan.tyrst- .��w •s::- 8644htttgcf10.11011 h.Itiln4!§1411011 of netting eJ,pen &inn eyOleirre oil projects with requirements similar to requirements Specified. 9. R quirenisilis pt regulatory agoil4161t Underwrirorti Lahotatories, tno„ (UL) I re reslstnnee reltnpe en¢ octal end ;mutilations 01 auihori(lee having jurisdiction. C. Source qualify control: Menufaclurtir will provkin toot certfticctton for suspension system as requited to meet pationnAnao standards spectiled by Various ogancloe. 1,04 tettrenoei A, A9tM C633, Standel'S Spenilicallun !or Metal Suspension Systems for Acoustcal t'lltt and Ltt•in Panel Collings. 8, ASTM C80B. Ilecommended Practice for Inetattalton of Metal Suspension System for Acou3!lcet Tils And lay•in Pamela. C. ASTM C045, SlOndard Specification for Non•t,uad (Axial) Bearing Stool Stride, Runners (track). and RIO Putting Channels tor Screw App►Ioal!on of Gypsum Botircf D. ASTM C841, Standard Specification for installation of Interim Lathing and Purring. E. ASTM Et 10.16, Standard Methods of Fi o 'tests of building Construction and Materleie. F. Underwrites& Laboreloitoo, trio. (UL): Fira Resistance Directory Listing And Claeelflcull0n. 1,05 fl bmltittle A. Ssrnpleet Submit samples of Suspens►on system main toes and Cross 1A9! for aooeptance, S Shop dre'A1nge: 1, Reflected ceiling plane; Submit ce)hng eu9pensfon system layout indicating dimensions, Ilghtlnp MEMO tocattene, and related meohanlcal oompunenle, 2. Assembly drawings: Indicate Installation details, accessory ../ attachments andlnstallatlon nt related lighting fixtures and related meCl'ianical system components. loons mow x Drywnl0 Suspartalon System !'�I�ift9om�flon C. Manufacturer's dais: 1. Syatem details: Submit inanulacturer's caiMnn cu!., 0; ilAnrta >r( rrr!Whif*- nhps�r., -..r 1..n.i. ...... .: ........... •,y_ „u�r�.,u tu�uun n) :lS:ei�1 Wiiil nr0la01 1".n11`lit(�rts giogr!K �rien!((ed Qnl m�IlUI etuf�i's i�i;onimt,ndod instaI1 Lion Instructions, D. Maintenance materials: Provide „__.._ peasant of amount ei mein tong, furring channels, And crave loos !assailed. i.00 Delivery, Storage and Ifandung A. Delivery of mnteriola: Oeliver rnatortals in original unopened pock• egos, clearly (oboist! weh.manutoolurar'e:name, Ilam tlesCrIptIon, );pH'0111 4tlon number, type and t lasu, as opptioet)te. B. Inspection: Promptly inspect dsliveiod rnatorfol9; tits freight Ctatms for damage during shipment and order replacement malarial, as required, Do not Install damaged or obviously faulty components. C. Storage: Store In manor that wilt prevent warp(rno, scratches, or damage ei any kind. Prevent lntatiorenco Colby other trades end any outer Adverse job conditional due to storage iennirons or methods. 1.1anr111ng: Handle in soli tnanner to Instne agetn t rocking, dlitor• lion or physical daimon of any kind. 1.07 nrojeal Oondnt*ne A,.g)rIAUpn.r'r.willloncc (htelude epuCI1!t. R!tA!etlt;n 1t,Oik roqultert+anli for isle pt>,l§t:t.) CA. n'Aro^monial roqu!remonte. 1. t3uiiI1100 conditions; Hutding shall be enoioeed with uIt•w.tndrtwg and exterior rinnrn in plass and Wer.uti and tool whierttght 68lore installation of suspension sysrgin. 2. Interior tom eratui a in building' Climatic coird111on, In ereas to receive Ceiling 6UP p englort syaIAms slintl range from 60'F (18.50 °C) to a.l ^F (20.14'Cl and retertl/A.t.ltw1 }l;tyr•-bt narrow) • itna,'rt3'portent s►ihtt 6e Maintained before Installation of conipononle. 0, Coordination with other work; 1. generol: Coordinate with other work suppIortod liy or•penelrot- Ing through ceiling Includinff mechanical onaa elnr:trlril) work and par(hlon syeterhs. 2. Mechanical work: Ductwork above eusponeian system shati be complete and permanent heating Installation of suspension system, 0. Protection: Piolact coinptotnd work above suspension aystem horn damage during Installation of suepenaton systonl components. Part 2 — Preduata 2.01 Mrnuinoturer A. Rigid X O; wail tiueponslon Systern es matioinniurad by USG into/lore, Coiling Suspension Division, Westlake, Ohio U.S.A. 2,02 Materials A, General: ASTM 0835, lnlermedlate•Duty Closslileetfon, Commer• c1a1 quollly, cold *Mirert r;IseI, exposed winos prellnished ?i manufacturer's standard enamel paint finish, color tie Selected from manufacturer's standard colors. 1. Favaire tI rotin hla) : Ut, design no...__ (See list al designs B. Suspensioh system components: 1. Ptra.rated'molrl toes: 9irrgte•wob deatgn, 114" high x 144" tong, • Y� round top bulb.'" wide liango, integral and splice. Arofinis ed In manufacturer's standard enamel paint Ontth. 2. fluting arose channel: r'orrned section, 214," wide x high x 48" tong, 11/4• wide knurled ccro' I surface, manufacturer's men. (lard enamel paint thttsh, Inlogrns end look, al each end. 3. Furring cross tee: I A" x 48" tong, ro04011ne1 kilo doubte•web design with rectangular bulb, 1`h" knurled lace and steer cnp pnreiinished In manitaoturer's etandard enamel iinish, high. tensile Steel and clenched to web. _ -:+i•1' • w= .1J 4, Cross tees: 1'W high >< 40" Iwo, rolbformed Into doul,le•web design with rectangular top bulb, ''ye" exposed flange pprefinlshed In manufacturers standard baked enamel IInleh, high.lsnAile steel end cler1011nd to web. C. Accessorise: 1. Channel molding: U shape, hemmed edges, Ilnfshod in man. ufacturer'a standard paint finish. Va.' (tango x r depth, x tlenge x t44" tong. D. Hangar wire: Galvanized carbon steel, s01t temper, prestretchect, Veld straw load at least three tines doatgn load but not Ides than 12 gouge. 2.03 Fabrication . A. Menulnctutlnp: Conform to ASYM C.035 HeavyDuly Classification Ilan 01 1467 of the span. 11 0, Mahn (sea; Ro11•formed, nornhanded Internal tab over splice furring croe9 channel holes 4 from ends spoced t3 o.c., hanger wire holes 4" o.o. C. Fulling clots channel,, Roll4ormed hat - shaped, stamped locking ends. . b. Cress le09: Roll•lor►nod, Integral end back section, (louble•Iocking and oelf•indeXing design. E. Finish' Manufacturer's standard metal (leening and finishing prOCeas. • 2,04 Performance A. Main teed: (1'A" high) FRMX 12 3tIpported 4' o,c, 1. Simple span uniform toed : ,10.0 Ibe. /Lr• B. Fuming Crosi Tae Supported 4' t , 1. Simple unIformload •las ?'1bs /LP C. Cross Channel: • Supported 4', o,c 11) li)a;ILF dAefgnad l0 support gypsum board ceiling wl► meximum deflec• Port 3 Ixooutlon 3,011nepaotfon U90 interiors Ina. ' Coiling Suspension division' 1000 Crookor Road Wosltako, 01110 44145 . (216) B11.1000 A, Examine areas to reealvo me(eriate for conditions Which will advgr• eely olfect Inslallatlun. Provldo written report of unacceptable surfaces. 9. Do not start work Until unnnllalaotory conditions are corroded. C. Work to be concealed: Verily work above (Ong suspension system IA complete and installed in manner which will net &foot layout and Installation of suspension evetem components, b, eoginninp of Installation shall signify ecceptence 01 conditions In areas to recelvo ceiling suepeneion eystom. E. Piro rating requIremonle: Construction above fIra•raled oseetnbly sholl meet rsolrernent.e as applicable to provide fire'reeletanco rating apaotllad In Part 2 •- Produote. 3,02 Prepnrelion A. Field (lIrnonalone must be verified prior to Installation, 3,03 tnetailntfon A. Standard reference... Install In accordance With AVM C830, CISCA InrtaliatIon stendardo, and other applicable code requirements, B. Manufacturer'e reference: install In accordance with manufacturer's currant printed racemntondeltons, C. Drawing reference: Install in accordance whir approved shop drawings. D. Hamm When: 1, Spacing :9paco hanger wires on main leee a maxlmum of 4e" o,o., attaching hangers dtteolly to etruoture above 2. U nll&tonre: Do not 0upport wires from mechenicoi andtor elec• trtoal equlpmsnl, piping, or othor oqutprnent occurinly above celling. E. Accassor1oe; Install aooeseorleq a. epplIoabla In meal the protect `r✓ roqutremente. . 3.04 Cleaning A, Removal of debris: Remove all debris resulting from worlf 01 this section, • cure I"dP'y rteI ,IsdemMlsNt#QCavartmonot AlN1MMrYMM . cA 440 wwrr ^•w M Appf ob t ons, — plow X • RCX 4 ernnn fhAnn0 i. !% — „,... 1;IaUX,jg. Moilnii /—” (nXi n 424 Croee a Opt!onel) " / : �• 0. j IHMX 12 if . �. hrMxhii i.._.._ ....__._ ._. 3. ...__..._,. ..., . {..._.:.•�: .... apt.._.__._..,....._ — ..__.........._.— _., y .:L.: .__ • _ ! a... . - I ii t R." . .... ... 2' ) /j 1'II �_ _ ,t � rltl: hiioir r►•e) .. _ ,. «.. fa r• Q34 aif #t • ava'JIIalkor: Drtatit 92 • FlllnfaAnAnk Fjxiura :.it.rat • {t.4ri•.• •.• ∎` Q. A AAA AAA e-cJSAA .AN. AA.. �.11 (8y Mara) «_I Mutt *Point a 4 J ptram asanrd • 141./Tr..."•••••w. _• ._ ar••••R.-._.'" D0t111 Ara 0.411111110111■:1011110001.1006•111410411,' ism.* TA 1 111 .^.'• . Tr. r.7G7 •t ^•I117.• n I�Ptiili3 t.ttiiinei (OXL(3 424 Cross Tee Optional) Gypoum Board vV.VcE2: ?.4..vrrit �, F•4G_•' 1 .__CLIP' • UJG_1 .1 . .•.•w..IM weW,n ANIR7fy *ii.4 W 4 Appito ittlono RIO X hotl000ad �eIItn Ph n* Perirnutor Detail Fluore6r mt Fixture Q tt delnl rr Pit)nrtment %W m? ;(Re-Muted) Mutt Joint (Flr©•Flatgd) Li'... .1. . wMF+w••31/r vvC,t/6'h71 T 4n.0 r'AJ'rgmmi - Vl 1, tylvALL re:2E14/i . /r. d. c.0 F /CLA d- .i'a,c Q t4 pr 'No141111Oro X t) 418m 14 datlgn44 tt 14M1AM11 m nnnln(arprlrj, 4tpyldinp on 1MitnlUon dNUtl. they Oro combined nrt for Itlytlrelion onwpoltf only. Contvll Ut. Oblatory for Ipac1lo dlllyl rdgUlt 'ngrd► I T , ? . 1 ' ? .1 in e. •.. 1 1• ... ,- ::,s. F . 111 sent 'No141111Oro X t) 418m 14 datlgn44 tt 14M1AM11 m nnnln(arprlrj, 4tpyldinp on 1MitnlUon dNUtl. they Oro combined nrt for Itlytlrelion onwpoltf only. Contvll Ut. Oblatory for Ipac1lo dlllyl rdgUlt 'ngrd► I T , ? . 1 ' ? .1 in e. mow MIX 12 Main Too pa' Longtho — Punched 4" from Fnda end 6" o.c.) •■■••■•■"•,11.0* No., VON* • riCX 4 Oros.* Channel (4' Lengths wiiii Knurled Moe) 6.1.■■•••■•**, • T _t V MO iiiiili"ii4—FirWlareititTcCiii4iiii7-1,4nethe with Knurled FOita) ••■■•1,11. Mo. • .8... • rm.... •■•••••••••■to 1W' 114'....4 All r.•■••■••••■0101 2 1 _1 *.d p1�11 /M.M/V•w,r�.,.NM�M,.,M.�fwiAl �N.�r.wM•l �rMp11MrAI .V111Mb•YMw1niN�.,,�r�'Y F11014 X Technical Pntn the Donn Rigid X drywall ousper►3lon system pro. Vide3 a fest, economical method of installing a mourn drywall calling whtle supplying support for Iighting and air hand- ling accessories, The Rigid X drywall system now offers the choice of using RCX cross channels or DXt_G cross tees for tho attachment of gypsum drywall, bone Rigid Xt) Malinke, Data Drywall and 9pmulllonttle, n 9uspensioi System I •w V Ml.. -.u._ ... �I�� lf��t�lturat • Choice of 1'1,x' wlde.faced cross channels or cross Wes for drywall attachrtiont, • Moot-hung Fiigld X COP rit$ Underwriters' Labors- !odes, lno, (,Ui.) fire ratings 01 1, 11/2, 2 and 3 hours, • Uniquely designed into• gral reversible splice also provides for fire expansion relief. Mgld ?t with FlCX 4 Cross Channel fiCX 4 Cross Channel Bulb ..._._ .. Web l=ace ,..�._ ..._ Algid X with DX10 424 Cross hid ye • 11/2" Paco 1 14„_ I6A(e, 4. RMX 1e• Malrl Toe . OXLQ 424 Cross Tae FIMX 12 Mein 'fee • Designed for screw application of gypsum drywall, Knurled Lace on both tho RCX cross Chan• nal and OXLQ cross too Improves fastening of dry- wall screws. • PtovIdes support for a Ale range of alr handling and lighting accessories such as economical 24" x 48" lay-In light fixtures using DXL cross tees. • Accommodates NEMA type 4 or f; light fixtures. • Eliminates 11/2" " blact iron channel, • Sizable labor savings with factoryconirollad module spading and snap-tock connection 0f cross Chan• ne13 and cross teas with main tee, • Low Cost components. ' • Components resist twist. Ing through locking tabs. • ROX 4 Dross Channel Main Too Splice RMX 12 Main Too DXLG 424 Cross The Main Too Splice RMX 12 — Main Too PHCI 4E NO. : 2083772401 Components — Rigid X �M� .•..a....�.�ww�r.�e�...•N.... r • r. w•M..•r.�.�r�.�..r\ww rMlw.l...� DXL 424 Flrebtlatod Crass %o id' Lengths — Punched Center) Wwe.. tir r.wwJr.. w.w••.•.•..wrwel �r�•.�..MM•M r+r� wnwe. .•rwr...... ..4.11/4:144...., 'I" j lr Jun. 21 1993 01: 38Pt t P01 e Note: Used for framing fight fixtures or other Iey.in devices. only, • \M•r.•.•I r.w .. �...... -. ••• le e•.•LL ---._ _ - e rewn.r—rWW.rr..*•ewe...e•W.•■•■+r N ___•••∎••• ..may.\: _ _ - -_ — — itUX !lt YVR11 01onnet ttSt' i•engthe) r.... /1 «••...mow,.... «w.. M A �... w.•,.,.. •ww.lww.. .• „ - -- -- ..... •111► • MIN l / rM ,JATION REPORT ICBO Evaluation Service, Inc. A subsidiary corporation ofthe International Conference of Building Officials ,r,, It101$Ahoa nn asnur. Les. Report No, 1372 June, 1990 g Category: FASTENERS — Concrete and Masonry Anchors (066) 1TW RAMSET /RED HEAD SELF- DRILJ..INC, NON - DRILL, STUD, DYNAAOCT SLEEVE, TRUHOL'T WEDGE. MULTI•SET 11 CONCRETE ANCHORS AND STEEL DECK INSERTS ITW RAh1SI T /REI) HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1. Subject: 1TW RantseURed Head Self-Drilling, Non - Drill, Stud, Dynabuit Sleeve, Trubult Wedge, Multi -Set 11 Concrete Anchors and Steel Deck Inserts. II. Descriptiont A. ITW RansseURtd Bead Self - Drilling Anchors The ITW RamscteRed Head anchor is a 'cif-drilling concrete expansion shell anchor with a single cone expander, both made from heet•trcatcd steel. The steel for the body conforms to the minimum requirements of AISI Specifi• cation C•12L 14 and the steel for'thc plug conforms to thc minimum require- ments of AiSi Specification C -1010. The. anchor has eight sharp teeth at one end and is threaded intemulty at the uther end. The outer surface of the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threuJed end. the unchur is provided with an unthreaded chucking cnne which has an annular break -off •ruuve at its base fur break- ing off the cone for flush mounting, Anchor sell and expander cone are electrodeposit zinc and chromate plated. The anchors are installed either by a Model 747 Roto•Stop Hammer, by sir or electric Impact hatnmea or by hand. The unchur is used us u drill in forming the hole in the concrete. After the hole is (armed, the anchor Is removed and the hole thoroughly cleaned, The depth of the hole is regulated by the drill chuck. A Rod Heed ptttg is set intu the bottom or the unchur prior to insertion in tho hole. The concrete anchor is then driven over thc plug, causing an expansion of the anchor in the hole. Thc chucking end of the unchur Is broken off aiih a Hammer blow. verification that the anchor has been installed properly is evidenced by the face thut the anchor does not project abuve the surface of the concrete and that the red plug is visible at the bottom of the hole. The allowable shear and tension values arc as sot forth in Table Nu. I. B. ITW Ramset/Red head Non•DrItI Anchors 't'hc non•drill anchor is designed to be installed in t:unerete in a prcdrilled hole. The shell ix formed from steel meeting the minimum requirements of AISI C -121.14 and is pruvided with internal threads at tine end end a plain holo al the ex ansiun end which is divided into four equal segments by radiul slots milled axially along the length of the shell, A series of annular broaching rings are cut into the expansion end of the unchur. The anchors are set over a burdened steel conical- shuped expander plug by driving the unchur flush with the surface of the concrete. The heat•treuted plug is of steel meeting the minimum requirements uf AiSI C- 10ll). The anchors are installed in drilled hold having a diamctet and length the an at the anchnr. After the hole is Gamed, all concrete cuttings are retnuved and the anchor is set in a manner identical to the aelf•drilling anchor. The allowable shear and tension values are as set forth in Tbble No. U. C. ITW Ramact/Rtd Read Stud Anchors: The ITW RamseURed Heed Stud anchor is a non•drilling anchor which provides a protruding externally threaded stud when installed and is formed from steel meeting the minimum requirements of AISI C. 1213. The anchor body has an axial hole, axial slots and series of annual broaching rings in the expansiun end uf the anchor. A (lunged, conical expansion plug of steel meeting the minimum requite - mcnts at AiSI 0.1010, is prcasscmbted into the body. fhe anchurs tare inatullcd in drilled holes having a diameter the same as the anchor and are set as destribe•1 above the self- drilling anchor. The alluwable shear and tension values are as set forth in Table Na. 111. D. ITW RarnsetJRed Head Dynabolt Sleeve Anchor: The Dynabnit sleeve anchors are designed to he installed in a prcdrilled link equal to the unchur diameter and are expanded by tightening the hex nut or head -style nut with a wrench or screwdriver. The external shell or expansion sleeves are stamped and formed from commercial quality carton steel or stainless steel meeting the minimum requirements of AISI C.1010 or Type 3104. respectively, in Nn, 22 and Nn. Ili gauges. The threaded expansion pins with integral conical expanders are formed t'nm carbon steel nr stainless steel meeting the minimum requirements of AISI C -1010 or Type 304, respectively Hnles are drilled Inin the enncretc or masonry at the required locations of the same diameter as the nominal anchor diameter. The anchors are placed in the hole and the nut is turned until the minimum installatinn inrque as indicated in Table N. IV is reached. Allowable shear and tension values are us set forth in Table No. iV. E. ITW Itamsei/Red Head Trubott Wedge Anchor: Thc Trubolt wedge anchors consist of a stud bolt type of drop•in anchor designed for use in stone and lightweight nggregute concrete of various strengths. The tan• chors arc cold formed of machined front either zinc plated and chromate• dipped carbon steel, hut-dipped salt uniecd carbon steel or stainless steel. These anchors meet the minimum requirements of AISI C.1013 to AISI C- 1022 and AISI C -1213 carton steels, or "f)•pc 3021 IQ, Ty pc 303 or Type 316 stainless steels, The expander sleeves are fabricated from carbon or stain. less steel meeting the minimum requirements of AISi C. 1010 or Type 302, respectively. The anchor stud is threaded at its tipper end and has a straight cylindrical section reduced in diumetcr around which the expandet sleeve is formed. A straight•tapered section enlarging to a cylindrical ha.se acts to increase the diameter of the wander rin • as the stud is tightened in the concrete hole. The expander ring, which is formed around the stud bolt, consists of a split ring clement with u "coined" groove at each end, The expander ring is designed to engage the walls of the concrete hut: as thc tapered pwtiun of the stud is forces upward 'against its Interior. Cold•fornsed anchor studs are available only for the r /a -, s /a.. 4s•. NN/s. and 44-inch• diameter wedge anchors. The anchors are installed in the field by drilling a hole in the concrete. the same nominal size us the anchor size, to a depth gteater thyn the length of embedment desired, but no less thug the minimutn embedment. It is not necessary to clean out .the hole print to the installation uf the anchor, provided the hole is sufficiently deeper Chun the desired embedment. The anchor is then tapped into the hole t o the embedment depth desired, but no less than the minimum embedment. A standard hexagonal nut and washer are used uver the material Wing fastened and the nut tightened until the minimum Installation tongue ax indicated In Table No. V is reached. The allowable shear and tension values are as set furth in Table No. V, F. ITW RarnsetlRed Head !Auld-Set Ii Anchor: The multi -set anehu, are designed to by installed in a prcdrilled hale equal lid the anchor ditunctcr. The anchor eonsistu of a shell formed from earn steel or atlinless steel meeting the minimum requirements of AISI C -1213 or Type 303, respec- tively, and an expansion plug formed from carbon steel or stainless steel meeting the minimum requitnrnents of AISI C•I0Tl' 'r T pe 3113. repprt tive.ly. The expansion end is divided into four equal segments by radial sluts. The expander plug is preassembied and is cylindrical in cross section, Thc anchors arc installed in prcdrilled hales with the depth and dl meter for each unchur size listed in'NW No. V1. After thc hole is drilled, it must be cleared of all cuttings. The anchor is act by installing the expansion shell and then driving the cone expander with a setting tool. A epccial setting tool Evaluation reports of 1C110 Evaluation Service, Inc., tart issued solely to provide information to Class ,'( numbers of ICAO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not spec ( ficafly addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon Independent tests or other technical data submitted by the applicant, The ICDO Ei valrtarion Service, loc., technical slgff has reviewed the test results and /or other data, but does not possess lssl facilities 1.4 make an independent verification. There It no warranty by ICDO Evaluation Service, inc., express or implied, as go any "Finding" or other matter in the report or as to any product cowed by the report. This disclaimer includes, but is not limited to, merchantability. t Pao* 1ofd If provided with each anchor size. When the cone expander is driven down into the anchor. the legs of the shell expand. The allowable shear and tension loads arc as set firth in Table No VI. t-1. iTW RrmsetIRed 1liead Steel Deck insert: The steel deck insert Is designed to be pieced in steel decking, before concrete is poured, *here a hanging fastener is desired. Thr anchur assembly consists of two major parts. a headed stud and a coupling, both of cold - rolled steel meeting the minimum regttircnicnts of A I SI C. 1010.1018, The coupling is assembled to the stud and is internally threaded to receive a threaded rod. A spring clip . assembly locks the steel deck insert In place. The anchors are {nstdlled in a hole drilled through the steel deck and are placed before concrete is poured. The hule must be drilled in the center of the Ilete or rib. Spacing of the anchors along the rib or flute shall be a min': . um of 19 inches on center, The Insert is pushed through the hole such ihnl Ine Spring clip expands on the underside of the deck and luuka the inset t firmly In place, The deck must be a minimum Nu. 22 gauge, steel deck Institute Type W deck with 1 ill- inch•high nurses and minimum 3.Inch concrete cover over the flutes. The allowable shear and tension loads ere as set forth In Thble No. VII. 1i, 1989 Supplement to the U,H.C.i This report Is unaffected by the Supplement. I. Identification! The ermurete anchors are Identified by their dimen- sional characteristic and the anchor size stamped on the anchor. The Conical. shaped expander plugs are colored red. See Figure No. 2 for additional detrils. Ill. Evidence Submitttdt Product brochures, calculations, results of shear and tension tests, • Finding!! Iv. bindings: That the ITW Ramsel /Red need fasteners described In this report are alternate types of anchors to those specified In the 19118 Uniform Building Cnde, subject to the 1'01104 1:1g cundllloes: 1. The :Movable shear and tendon values do not exceed those set forth In Tables Nos. I through VII. 2. The minimum spacing, edge and end distnnces conform to re• quirements stt forth in the tables. 3. Allowable loads for anchors suhjeeltd to Combined :.hens and tension forces Are determined by the ratio of the actual sheer to the utlowable shenr plus the redo of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not subject to vibratory or shock lands such as supports for reciprocating engines ur Brune rails unless ode. spumy is determined by teats Hllh results approved by the leenl building ofticlal. 5. The allowable values indicated in the tables are mnximurn values and they are not to be 'wearied for wind or seismic lends. 6. Expansion anchors (other than self.drllling type) shall be let. stalled In boles predrilled with A carblde•tipped masonry drill manufactured within the range of the maximum and minimum drill tip dimension of ANSI Standard 11.94.12.1977 for the al- loweble values set forth in this report. This report Is subject to re.exnminatlon in two yearn. TABLE NO. IV —ITW RAMSET /RED HEAiD DYNABOLT SLtkVtz AIUCIIOP, ALLOWABLE SHEAR AND TENSION VALUES IN CONCRETE AND MASONfY (Rounds) I117 V{*I t ill). 1 JCL sTUHEADGRECAIRe0HcliStLi a ANCHOR V A. On.) INSTALL- DON TOMOUE (Pt..lba.) ROLT DIA. (In.) MINIMUM ENDED- MENT DEPT IN (In.) ANCHOR TYPE (steel) re - 2000 pet _E = 3000 pal / 4000 pal Tension SMIEARP Tanabe SIi8A11* Tanebn $)4W.Ana 405 an Wnh Sp.lnep.) Wnhottl Sp,tnap.4 With Sp. imp/ Without Sp.Inw.e WIth Sp.lmp.t WtlhyU! Del.ln ■p.* 1~ 'to No. 10 1' /a AN- Carbon or SHN- Stainless 300 150 405 400 200 4115 525 270 `/te 1/.1 11/4 350 175 510 480 , 240 555 650 325 ha )4 !/,n 11/: 405 205 640 560 280 700 775 185 760 125501 'l: 20 'is I'ra 555 280 IfY30 785 390 1125 1100 550 Ns 1/: 2 770 385 1610 1100 550 1810 1530 765 2020 j !/j 90 '/a 21 /e 1050 525 2550 1515 755 2900 2225 1115 3275 LIGHTWEIGHT AGGREOATE CONCRE1Er 3 ANCHOR DIA. (In.) MINIMUM /'e = 4000 pal r, = 4000 pat INSTALL. EMENT Tanebn Teti Ion SHEAR* IN MOUE in.-I.be.) MOLT DIA. On.) DEPTHr Sin.) ANCHOR TYPE (at.eq With Su.Inep.) Without Sp. Inap.4 SHEARI With Sp.Inrp.1 Without SP. 111543.4 3.5 No. 10 Ilia 270 135 290 305 150 4R3 --1 Non 8 1/4 11 /4 AN 315 155 420 360 180 555 !/a 14 11/2 Carbon 405 200 575 56n 280 700 25 !/4 I'M SHN 650 325 980 790 395 1210 sh 'I3 . 2 Stainless 810 405 1400 1075 535 1960 3/4 • 90 NI 2113 910 455 2160 1450 725 3120 MASONRY U 01115 $ ANCHOR WA. (In.) 1/4 INSTALL. T)ON TORQUE (PM.dbe.) 3.5 �0T DIA. (In.) NIA es1MMUM ENDED. MENT DEPTN7 (In.) II /e • ANCHOR TYPES (Stain) AN. Carbon SHN• Stainless LIGHTWEIGHT MEDIW4 WE /O141 HOLLOW CORE GROUT FILLED HOLLOW CORE GROUT ruin Tension SHEAR' 340 405 Tanabe SHIM(' — — Ten Ion SWEAR' 405 405 Tana►on SWAM _ W8h 2.931.0.3 280 160 WiJwut gi.lyp.a 140 80 With Sp * — Wltlwu( Sp. Inn. a — _ Wlth Sp.Inse.3 280 160 Without 5413n$p.4 140 80 YAM OF.hep.3 — — Without SP. r40.4 — — 'Is 15 site 11h N. Carlson SNN- Stulnless 340 290 170 145 640 640 — -• — — — -- 340 290 170 145 640 640 — -- — - I /r 25 •/ Na I t M Caurrbb on SHN - Sbelnlett — .— — — — — 555 525 280 210 1000 1000 — — -- -- — — 555 525 280 260 1000 1000 3/e 55 1/1 2 Carbon SHN - S(ainlcts — — -- — — •— 770 770 385 385 1610 1610 — — — — — — 770 705 385 350 1610 1610 >'/1 90 21/: Co bun -•- —• — 1050 525 2550 — — -- 1050 525 2550 IThe labulated sheer and Icnatie values are for anchum Instilled in ;Ione or lightweight aggregate uo,tcrete having the designated ultimate compressive trength at ht time of imtellatinn. The tabulated values are TOY anehurs Installed s minimum of 12diamctcts an center and ► minimum edge distance of sir. diameters fur 100 percent anehu eff iclency Spacing and rife distance rrtas be reduced to ala•dlameler spacing and three - diameter edge distancv. prov%dad the value% are reduced S0 percent. Liner interpolation may be used for Intermediate spacings and edgy margins. Mete tension values are applicable only when the anchors are hastened with special Inspection as Set furti, in Section 306 of the cu4c. 'The %tension values are appl(ceble when the unclogs ire Installed without apechl inspection as MI forth in Section 306 of the code 4The tabulated shear and tensile ',eases are fur anchors installed Man rues which leaves a minimum 1 -inch distance to any edge ut the mav'nr y unl,.Values are for A.inch• wide Grade N. lightweight or medium-weight concrete masonry units conforming to ASTM C 90 end U. .C. Standard No. 24.4. The grunted maavnry units are to be 111144 with course grout conforming to AST N 4' •ETA w int minimum cnmpresslvc strength of 21») psi. Normal - weight masonry unite may be substituted for the medium - weight units. 4The obuletcd values era tin anchor% Installed a minimum al 12 dlumetets tan center and minimum will edge emrjufnt dlsousce of .is diameters or 3 inches. whichever It greaser. for 107 percent efficiency Spacing end edge distance may be reduced vtR•Jtemeter spicing and three - diameter .v01541813 and joint d(etance ur 1 In inches, whlch*s er it porter. provided the values arc reduced 50 percent. Linear lnterp,detlon may be used Mr intermediate spacings and edge margins. ?The embedment depth Is measured Imm the outside (acs of the concrete or concrete block. "The tabulated shear values ere for Wad. applied by the altaehed malarial ill the sleeve ponlunur the anchor. Hulas In thc attached material shall not in mute than Utninchin guest ofihe these ile.. anchor) diameter. 600 000 .01 I '�' :Elh1 'H •� t'r)' T?: t-T 7.0 ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyrlµht © 1990 ICBO Evaluation Service, Inc. Report fro. 3370 Comber, 1990 Filing Category: FASTENERS-- Cuncrele and Masonry Anchnrs TAACON® CONCRETE ANCHORS ILLINOIS TOOL. WORKS, INC. EIUiLDEX DIVISION 1349 WEST 13RYN MAWR AVENUE 1'IASCA. ILLINOIS 60143 ELCO INDUSTRIES 1111 SAMUELSON ROAD ROCKFORD, ILLINOIS 61101 ILLINOIS TOOL WORKS, INC. RAM.Srr /RED HEAD DIVISION tJ i NORTH MICHAEL AVENUE WOOD DALE, ILLINOIS 60191 I. Subject: Tupcon® Concrete Anchors. 11. Description: The Tapcori anchor in heat treated and has un alternat- ing high•low thread form.The high thread provides the cutting action for penetration and has a relief notch for lapping: ease. The low thread pro- vides stability. The anchors are available in /,r,- and' /4 -inch Nixon with various lengths.The anchors are available with either a slotted hex wash- er head or u Phillips (hut head: The anchors are manufactured from AISI 1022 steel. ma anchors ate set by the use of on electric hammer drill, Two basic tools are available. The ConDrive 2000 is used for the slotted hcx head and is u unc -piece device whieh both drills the pilot hole and then is used to install the Tupcon anchor into the deified hole. The ConDrive 1000 sys. tam muy be used with either the hex head or the Phillips flat head Tapcon unchors. After the pilot hole is drilled, u drive sleeve is placed over the drill bit and a special end is uscd for the panleult r anchor to be installed. A pilot hole of .17 inch In diameter for the " /trinch anchor and .20 Inch In diameter for the t/e -inch anchor are drilled t/, Inch longer than the nec- essary penetration. A carbide- tipped drill bit is included with each box of Tapcon anchors, After the pilot hole is drilled, the dust is removed and then the Tupcon anchors are installed to the specified depth of embed. ment. The allowable tension and shear touds are indicated in Table No. 1. The anehorn ere installed a minimum of 12 diameters on center with (065) a minimum edge distance of IU diameters for 100 percent anchor effi- ciency. Spacing and edge distance may be reduced to nix diameters spac- ing and five diameters edge distance provided the values are reduced s0 percent. Linear interpolation may be used for intermediate spacing and edge margins. 1989 Supplement to the U,B.C.t This /:port is unaffected by the Sup- plement. Identification: The Tapcon concrete anchors are identified on each box with the trade name and manufacturer's name. 111. Evidence Submitted: Product descriptions, installation instruc- tions and test dote have been submitted. Findings iV. Findings: That the Topton® Concrete Anchors are an alter- nate type of connector to those specified in the 1988 Uniform Build. ing Code, subject to the following conditions: 1, Allowable shear and tension loads shall not exceed the values set forth In Table No.1. 2. The minimum spacing, edge and end distances shall conform to the requirements set forth in this report. 3. Allowable loads for anchors subjected to combined shear and tension forces shall be determined by the ratio of the actual shear to the Allowable shear plus the ratio of the actual tension to the allowable tendon not exceeding 1.00. 4. Anchors shall not be subjected to vibratory or shock loads such 43 supports for reciprocating engines or crane rails un- less their adequacy la determined by teals and approved by the local building official. S. The allowable loads are nut increased fur duration of loading such as for wind or seismic loads. This report 1s subject to re- eKaminutlun in two years. Evaluation reports of ICUo li ratluatiun Service, inc., ore limed solely to provide information to Clau rI members of l CBU, utilizing the rode upon which the report la based,! ealestion reports ere not to be construed as representing atarhet:cs or any other attributes not sperUeolly addretud doter an endorsement or rectrmmen- datian /or we 4/tht nubile' /putt. This repute is based upon Independent tests or other technical data eubmiped by the applicant. The ICilli Realisation Servlte, Ins., racholeal:149has reviewed the teat results andlar other data, hit dote not potato! test facilities to make an indep.n4ent.rlriflear:un. There is no warranty by ICBO Ii valuation Service, Inc., express ur implied, us lu any "FltuUng "ur other matter in the report or as to any product covered by the report, This di.: taimer includes. but is nut bulled 10, merehanrobllitn Pep 1 of 2 '33Nf4 •'li'1 re £6/07/W Report No. 3370 1 TABLE NO.1 ALU13XABLE SIIEAR AND TENSION VALUES IN POUNDS, 1H bINNC[0R a 111.1,10 INIM 11 LMNiN - IIa6hsa) ►'t .• WM Nil "CAI 1 t un 1000 ►t1 76/1110t4 HEA Pt .e ;000 *M 161111011 HLIl Pt 0 6000 111 'WIWI lHLA TEHtION With 611. Inap.i WIlh1111 !p, 1n10 y Willa sr. Inlp,' W ip, !nips' W1111 sv. Iasp; WNhIW Sp, 144p.1 WO 111, 14410 W lthNrt fps lntp' 1 80 30 185 80 40 210 100 50 210 1 10 55 213 14 110 55 125 140 10 210 150 75 _ 210 100 80 215 11 K 180 80 95 208 230 210 260 105 130 215 285 220 280 110 140 220 255 230 310 115 156 22. 255 1% 190 1 130 E.5 280 180 1)0 505. 200 .100 - 500 230 115 415 ",- 14 ;•'210 280 105 140 320. 320 . :280 380 140.. 190 ,400. 405 ,,310:. .. 4 0 155. 200 . 415 : 420 .330 175:` ::435' 440 134 . 420 210 __.. ..._,.�. 1%L 330 188 375 460 230 .y 535 ».. 510 255 540 500 280 550 Th4 t.hu6144 ,hc•r and tin,i . ••t,br•, i, ,,. ,!^that. In!Iidlttl in ins no J11tre4Ait vi.nt,ftle 11%11 '114 Sic Juniplwica uliinwI autttptu,nf we Mrvnpt w Ito liutc t•I in+lullell ^n /14une temlon ruluer,ut opplkublt onli Nhtn the anchttrh ura In+tutItd whh npcuntl IAhpct:uun en nnl furih in Storm 106 ul 11u ride. Mies. ttnilon raluea'are epplwuhte *hint tlw wrchutn nne uutullstl wIt n %special Impectlun a� sui turlh In lrctiun K; or the cthk. . •e cons Mold X Drywall _ _ 9ua* onalon System — S V3l11a ®lion Note lo rpeoltter: The folir.mi .u'seatill(rntiOn fill fllgkf R CJiywell ...4lai..3(iii c1>,a,s „m is n guide to lily) pr9pliallon 01 a 41)0C1110011011 for a gypsum bonne suspension system. Cereal 9u0h !tome that are not telrfl0d lo the particu!ar or ol9.c1_for.wh'c .(!tir► e:tar:!:n`t:, sin iii..:.... 11 :3./. v.Aii _ ni :iii.v ►n, ^�li. Vi lit � .,B'r' •• • • el {e >o •.�Ni {1 • ' ,v• {P001: Saollon (11) Part 1-- (tamers! 1,01 Heisted Work A. `klAttd nvtk eioCllidt1 Ig�y,her9; I. Gypsum Board Systems: Sootton 2, Acoustical CnllIngs: Snctb)n Irilenrnted Assemh,res: aacttun -4: v1;t ! lendlit'tlT: Suction 3. Lighting; Section _........ IZ 'Perk Inatallod bill tuns +rend under r)Irtor eeoltona: (tnolude ApplIceble rerlulremenla ) C, Work fUrnIshed but lnstaltod under other oectione: (Include apollunbtc rogulecrrwrn8,) 1.02 9Yete..1.Q11MtInllnn A I) ;n:i �_rk !Inn , - .:' +•(r1tA!tsitimJ,10ag12 .,, ,.n too nod iurrtn; "..:....91G9s'a11 P„nare Or crols ttiay, i! 1t0�:none! Ij suppofl gem/ anitichod pypsuni pniinls, light fixtures, and air dl(luee.rs, where '”" • applicable, (Waited ayoter,; must contemn to underwriters' LeOttuleneo, Mo. (UL) Pile Heiiskui)ce Design hlo. epeclllod end other applicable codes, 1.1)3 Quollty Auurance A. Subcontractor ouulifloAlfono, llnsteiinr gar!! have Iinl Ato,an.thfse_ 1:74als:.::I.Stmssoolut tutpurtOge.rtilif9A etion of Coiling suspension - ' 6ytdins on projects with Iequ lidntonte simile? to requirements specified, R etUliwererlis CI rogulalnry agencies: Underwtltors Labotatoriee, Ino,, (UL) Rte reslstence ratings end Ctig98 and fagni Miens 01 aulhorlllos having furlsdtctinn, C. Sourrg quality control: Monuttclurer will provide tort certification Mr suspension system As requhod to moot pGllonnttnoo 9lendardo Specltlod by vatiouq Ogenclo,. 1.041Teferenotte A. A81M C035, Standetd Sperllicat!un for Metal Suspension Syetama for Acoustical file and Loy•n Panel Ceilings, 8, ASTM 0630, Recommended Practice for bnal &Mallon of Metal Suspension System for Acnurtrfcal Tito And Ca•ln Pnnota, C. ASTM 0045, Standard Speclncation for Non•Lued (Axial) nesting • Slno! Studs, ftunnore (track). end Rigid Forting Channel)) for Screw Application of Qypetim Board 0. ASTM C841, Stendord Specification for Installo11Qt1 of In1A11m Lathing end Purring. E. ASTM 5110.16, Standard Methods of Fnro •roste of Building Consttuctlon and Material,, F. Undarwrllete' Lebora!oltoo, tric, (UL): Fire ReaselnncQ Directory Llelh)g end Claestlloatlon. 1,0613ubinittals A. Sampler); Submit sernpioo al suspension system main toes and cro ))9 tee! for eoceptanCe, B Shop dta'Htngs: 1, ttollectod cs tit' plena: Submit ceiling suspension eyelem layout IndlcAllnc0 dimensions, lighting lint re locations, and rotated meoherleal oonlpinsnte, 2. Assembly dravilnt� s: Indicate installation dotslts, acr,90ear otlechntent9 endletslellattr)n of rglatod lighting lIXtures and totaled mechanical syelont components. • C, Manufacturer's data; 1, System detalt9: Submit tnanulecturOr'a solemn stgl £,. atanrigtj cfrnwlnn� �!".4. i7 ;tuj;i Ica �, "' r .... .... ., :,2t; wllt•� prof act r ^r'= X111 @f1s oloorIKidonr►fled rtI ftlf>illli11161 J►hr a iAi;oniiiit,ndod insinuation Ii1slrUCfI011A, 0. Maintenance materiels: trrnvlde p4tcont of am0tin1 of mole tone, furring chanrreis, and crone Iona Inslnlied, 1,00 Delivery, Storage end Ifendrtng A. Delivery of matoricte: Deliver metr rltls In original Unopened Deck, eve, clearly (abolorl viii ri nurnolvror'e mere, awn derlcrrption, r MblrTCAtton nullrbor, type and r,laao, as appticat)le, B. Inspection: Promptly (nepoot dagverod materials; file freight Claims for damage during shipment and order rept9cemonl molariel, ea requirod, to not Install damaged or obvla.raly foully components. C. Storago: Store In nnitnnot thet will pprovont warlmpo, 9oralcheo, or • damage of any kind. Prevent Interborence Why olhot traded and any over adverse fob conditions due to storage lonnikvit or methndl. C), l fanrlhng: Nendlo !n cuoh Wanner to Instne against racking, dI tot• tton or phyeicnl damage of any kind. 1.07 Nolen( Oond{ttone A, JrIAHOn,rn��_yllanct (Include apuci in g!tat911sn work roCaultaJmeiit9 for Ilia �m1c�11.) . ' i. Environmonttil rotyuhemonla: 1, BuIItJUlg conditions; Wilding shad be enoioeed Willi all•wjr}dnw.g and exterior liner* in Owe and 0iazuU! end idol Watertight before Installation of Suspension system, 2. Inietlor tomperatueos in building' Climotlo conditions in Areas ro recalvo C9fl1 ►)l1 9uspronslon syel0ins shell range from 60'I' (18.5000) to 06'F (20.44'C1 on(' rater W . t ,11,4j1,1•4,f rIo1 -rl rum corntitre'riO'por1 b l §!Salt 6e naintained before Installation al pononle• 0, Coordination with Other work; 1. General: Coordlnnto wtlh other wick supported by or. penitent: 1ng through coiling including ntechd11!rrA` anti flInnlilr111 work and pntlttion systems. 2. Mechanical work' Dr.rotwork above euspon.ilon sYetem shall be Oornpinte end portnanant healing Instcllet!on of eusponeion system, D. Nrolettion: Piotact colnplotnd work above egepon lion system from dsnnage during installation of euepenslon syslonl Components. Part 2 -- Products 2.01 Menufeeturer A. Rigid X Drywall Bueponslon System as marn4nclutod by U50 Into/Iwo, Coning Suspension Division, Westlake, Ohio U.S.A. 2.02 Material• A, t3enoral; ASTM 0835, tntermgr)laled)Irly Classtllcadon, Commor• Clef qualm, cold•rollrrt AlseI, exposed curioeee prellnllherl hr monutacturer'S Standard enamel point finish, color el selected from rnenutootvter's standard colors, 1. Fire rating: Ut. design no. ,_ (See list of designs avellable) B. Stiapensloh lyslam oompnnents: 1. Vlte.rated'main tees; Slrrgle.wob design, 11,1" high X 144" long, round to {{) bulb, 149' wide !tango, Integral and splice, Prellnl.shed In mmullecluror'e standard enamel paint (tntsh. 2. Flitting oroce ohonnel: round sactlon, 2Y.' wide x W' high x 40" tong, 11/4' wide knurled totem surface, manufacturer's elan• dare enemal point tinieh, intogerel end looks at each end. 3. Furring cross tee: Ira" x 48" long, rolt•forined into double.wab design with rectangular bulb, 1W' knurled lane and a steal cep pteflnfshsd In manufaotuter'a standard enamel finish, high. tonsil() steel and clenched to web. Ineo■ MVO 4, Cross tees: WI" high X 4r3'' tong, roII•tormed Into deuhla•web design with rectangular top bulb, 'Ye" exposed flange pprsflnished In tnanufucturer'o standard baked enamel finish, high•IenAi;e steal end clench:1d to web. C. Accessorise; 1, Channel molding; U shape, herunod edges, ffnfahod in men. ufacturor'e standard paint finish. "Vie' flange x I" depth, x 45" flange x 144" long, D. Hangar vitro: OslvwnIzod carbon steel, soft temper, presiratoned, y2ld stress load of least three Mmes design load but not lees Man 2,03 Fabrication A. Manutnclfning: Conform to ASTM C•03t1 HeavyDuty Clua&tiloation designed 10 Support gypsum board ceiling with maximum dellec• Icon of'!. "•e of the span, 0, Main tees; Ro114ormed non.harltied integral tab over epltoo, turfing cross channel holes 4'1 from ends spaced 8" o.e,, hanger wire holds 4" o,o. • C. rutting oross t)hannola; Roil.lormed hal•ehap4d, stamped locking ends. • D. Ctoei legs; Roll■lorrnod, Integral end Lock section, duvble•tockIng and setf•indexhtd dosign. E, Finish. Manufacturer's standard metal Gleaning and finishing prooesL 2,04 Performance A. Mein teed: (11/1".high) fMX 12 Supported 4' o.c, 1, Simple span uniform load 13.0 lbs. /LF 8. furring Cross Tee: • Supported 4' 0.0; 1. Simple uniform toed • 13,'? Ihs /LP C. CUM Channoh Supported 4' 0.0. ' :`; /.$ ihe,llP Pert 3 — i1xeoutton USG iiltorion ina. ' • Coiling Suspension Division' 1000 Crockor Road Westlake, Ohio 44146 . (21 0) 871.1000 0.011nspeOtion A, Exnmfno areas to reoelve materials for conditions Which will adver• eelyY affect Installation. Provide written report of unacceptable surfaces, 0. Do not start work Until unantlefnolOry conditions are corrected. C. Work to be concealed: Verily work above selling eusponalon systOrrr le complete and Installed in manner which will not nffool layout and Inetatfntton of suspension syslem components, D. Beginning of lnatallatlon shall 'tangy Acceptance of conditions In areas to receive calling suspension eystom. E. Piro rAlhig requiremont4: Construction above fire•rated Oeeernbly shall meet regUlremanl5 ee Op$IlOehlo to provide fire•rosletenco rating spaoilled in Part 2 — Produote. 102 Prepi rattan A. Field <Ilrnonalone must be verified prior lo Installation, 3,03lnetellnllon A. Standard reforenoo:. Install In accordance With ASTM C83B, CISCA Installation standards, and other applicable coda requirements. 13. Manufacturer's reference: Install In accordance with manufacturer's current printed rncommondeltons. 0, Dewing install in accordance with approved shop dravrinde, b. Hanger Wires: 1, Spacing; Speco hanger wires On main Ieee a maximum of 48" 0.0., attaching hangers (Meetly to 1 truolure above, 2. Limitations; Do not support wise from mechanical andlor elec. tricot equipment, piping, or othor equipment ocCVIIng above ceiling, E. Acceasor1o9; Install sooeseorles 09 Opplloabla In meat the protect requirement/S. 9.114 Cleaning A, PernovAl of debris: Remove all dehrts reouilrnp from worll of this section, 1101+6.......w"w• OW. 4'I IsW 4 ti (*COW% Or 10 40410400 C41 NO VW44 w1•w.r•••••r. M ApplItiPtIov . W Waled X • i- Ya int;t1oi •Deteiil ' -1'I - „,,. - r- ..14UX,j2 Mpldliiu !�""”' (DXI n 424 Orc age Opllonal) '/A / / .- • '' • i� . t= 1 ' . "N _ • • ,i,. - . . . . • 1 , �....... — ..-awn .,.� :aye —, n • _••••- • •• • • . • r.,9ao. 0:.r,- r FiCX 4 Crt Ohnnnel Mitl�D #t Oil' dAMA1'►t, ii9N t.'. . - .IK�P: - .. _ -. -• -- • - ______ natattW2 F�l1e, Al:gn! FIYtuure {AA �A w wAAlU �ww wwwl.AA.� �JJ i'0 vina Hrilirt • r (y tarn) w Butt Joint uip;pm Ast~r4 DetaII #3 • kip; M tl►tit♦6'L'tijiinel (cDXLQ 424 Oroaa'1ee Optional) ••• T•,_1 1 I_1 t^I' • Tf-• rGG T •T^ •1 In 1.• Gypoum Board '/f ` t/(2JG 4 !14i1'7tR .,.n,�• –••_i 1 • • 1111, 1 1 . �Pw..U.I1...T►TANI�AYIMIA•4114. 4.40 .1r -� Ir1..M Ap0o001one — Mold X . PerirnDtor DetbIl Fluorescent F{Atu1e • (.513 Qtitt delnt • t11 FIl)nranrrant Flubrre • 4 (Flre•fialocl) thutt ,Joint (F{re•Retetil • • -,- - -- • • • • • .. . t.w. . IRPP+1-i t1) Vk4(/ 6'4 -3UA2O rilfrelwA/4. % '/%/1'D m/taxLL !'C 2.6 4/1 • • •. • . • • ''Nolti thaw X 11110m11 da119M9 119f0.141.11 6•114111101061•41 doolndlnq on Ineet10110n 9.1000. nit Oro 90mb1/10 4twe lot 111g11ttlion 09r00n0 m1ry. Consult Ul OM00Iory tot 1P10110 001191110qulrern0r40 TON cccT •r-:.•unr • ilt.0.9—^ `.alb? . W4 -1. - �allij.C:�CR�s �• Rigi d X t3MX'12 Mein Thalia' Lengths — Punohsd 4" (roan Ends and e" a.a.) F� R4X 4 0y0s* lsh,enael (' I.�npIh* wltl� Knurled Face) 3�II I.hww r, lyw ,Y:" �Xi.Q4g4 �lre•Rateci t ongthe with Knurled 1:baa) •�.r...l. MMNM • Y • 1W 2 r , 1 , I T. • T . r 1 T • tr _ • I • - •_u -. . • • 1111, I _l Ali w wwnwr.,.r....,_..+T.••• •.•••`•••••• tn.. ••••Is■v•.q.••ww•.rrr Right X Technle& ante Fe>>fttnes Donn Tnohnleal Data Drywall Mit'd $paalliontien Suspension System • _.•.., ._.••.,....__........._ . ......•..0••■.. ■ ,.a •_.•• the Dunn Rigid X drywall suspension system pro• vicdes a fast, economical method of installing a int)$um drywall ceiling white supplying support for lighting and air hand- ling accessories, The Rigid X drywall system now oilers the choloe of using flCX cross channels or Ii(LG cross tees for the Attachment of gypsum drywall, • Choke of t'/,A' wide•faced Qrtws channels or cross tees for drywall attachment. • Direct-hr ►ng Rigid X oar. rtes Underwriters' Labora- tories, Ina, (UL) fire ratings of 1, 11/4, 2 and 3 hours. • Uniquely designed inte- gral reversible spiice also provides for fire expansion relief, Rigid X with RCX 4 Crony~ Channel If �......_._...,� ficX 4 Cross Channel 14H Rigid X with DXLa 424 Cross 'tie 1."4"."."."1,2,P • 1 RMX 12• Mair1 Too 1/4" it I4-- --1' . OXLQ 424 Cross Tee RMX 12 Main 'fee " • Designed for sorew application of gypsum drywall, Knurled face on both the RCX erase chan- nel and DXLG cross too Improves fastening of dry- wall screws. • Provides support for a Wide range of air handling and lighting accessories such as economical 24" x 48" lay -in light fixtures using DXL cross tees, • Accommodates NEMA type Q or F light fixtures. • Eliminates 11/4" black Iron channel. • Sizable labor savings with frlctoryconlrolled module spacing and snap -lock connection of Cros' 0011- and cross tees with main tee. • Low Cost componenle. • Components resist twist. Ins through locking tabs, • ROX 4 Dross Channel Main Too Splice RMX 12 Main Too DXL0 424 Cross The Main Too Splice !VOX 12 —Main Too • t'F:e I t. (NSSI 0 I St PI- CM : N. : 2083772401 Am. 21 1993 01: 3BPN P01 ■' iiL..sN rwrw.l►w iMM�wMN.IwO Components — Mold H • .DXL 424 FIra.tleittd Cross Toe 14' Langthe Punched Cantor) Not Used for trolling light fixtures or other Iay.ln devices only, p11X.1 1�►R11 ChNrthsl {fSZ' t.engthsj • _Ii OF ova. •• • 0.0. yam..11. ••■••■• ...O I In■IM IW y* 1 .IM • M•••••••■ �i� w ..... 4 rr.�I.rwr 'err IIA1641 .__.....__.+3 . . ICBO Evaluation Service, Inc, A subsidiary corporation ofthe International Conference of Building Officials iM ,JATION REPORT 1 -dart :y Alynlo,+n 1,,.,,, 1111. Report No, 1372 June, 19990 4 Category: FASTENERS — Concrete and Masonry Anchors (066) ITW RAMSE'1'/RId) HEAD SELF - DRILLING, NON- DRILL, STUD, DYNAROIT SLEEVE, TRUI3OL'T WEDGE, MULTI.SET 11 CONCRETE ANCIIORS AND STEEL DECK INSERTS ITW RAMSET /flat) HEAL) 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 I. Subject: ITW Ramset/Red Head Se1f•Drllling, Non- Urill, Stud, Dynabult Sleeve, Trubolt Wedge, Multi -Set 11 Concrete Anchors and Steel Deck Inserts. II. Descriptions A.1TW Ramset/Red Head Selt•Dr1l11ng Anchor; The ITW Ramsct,'Rcd (lead anchor Is a self-drilling concrete expansion shell anchor with a single cone expander, both made from hcat•trcatcd steel. Thc steel for the body conforms to the minimum requirements of AiS1 Specifi• cation C-121,14 and thc slcc) for'thc plug conforms to the minimum require- ments of AISI Specification C -1010. The anchor has eight sharp teeth at one end and is threaded internully at the other end. The. outer surface of the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threaded end, the unchur is provided with an unthreaded chucking cone which has an annular break -off groove at its baste fur break- ing off the cone for flush mounting. Anchor shell and expander cone are eleetrodeposit zinc and chromate plated. The anchors are installed either by a Model 747 Roto•Stop Hammer, by air or electric impact hantmea or by hand. The anchor is used as u drill in forming the hole in the concrete. After the hole is formed, the anchor is removed and the hole thoroughly cleaned, The dcpth of the hole Is regulated by the drill chuck, A Red Head plug is set into the bottom of the anchor prior to inscrtinn in the hole, The concrete anchor is then driven over the plug, causing an expansion of the anchor in the hole, Thc chucking end of the anchur is broken off ith a Hammer blow. Verification that the anchor has been installed properly is evidenced by the fact that the anchor doss not project above the surfaced the concrete and that the red plug it visible at the bottom of the hole, The allowable shear and tension values are as set forth in Table Nu, 1. B. ITW Ramset/Red Head Non-Drill Anehurs Thc non-drill anchur is designed to be installed in concrete in a predrillcd hole. The shell is formed from steel meeting the minimum requirements of AISI C- 121,14 and Is pruvided with Internal threads at une and and a plain hole at the expansion end which is divided into four equal segments by radiul slams milled axially along the length of thc shell. A series of annular broaching rings are cut into the expansion end of the unchor. The anchors are set over a burdened steel cunical•shuped expander plug by driving the unchor flush with thc surface of the concrete. The heat- trcuted plug Is of steel meeting the minimum requirements of AiSI C- 1010. The anchors are installed in drilled holes having a diameter and length the same ac thc anchor. After the hole is formed, all concrete cuttings are ramrod and the anchor is set in a manner identical to the aelf•drilling anchor. The allowable shear and tension values arc as sct forth in Table No. II. C,1TW Ramset/Red Head Stud Anchors: The ITW Ramtet/Red stead stud anchor is a non•drilling anchor which provides a protruding externally threaded stud when installed and is formed from steel meeting the minimum requirements of A ISI C- 1213. The anchor body has an axial hole, axles slots and series of annual broaching rings in the expansion end of the anchor, A flanged, conical expansion plug of steel meeting the minimum require- ments of AISi C-1010, is preassentbled into the body, 'f he anchors are installed in drilled holes having a diameter the same as thc anchor and are set as dest.ribed abue the self- drilling anchor. Ilse ulluwable shear and tension values arc as sct forth in Table Nn. 111. O. ITW Ramset/Red Head Dynabolt Sleeve Anchor: The Dynabott sleeve anchors are designed In he installed in a prcdrilled hnle equal to the unchur diameter and are expanded by tightening the hex nut or head -style nut with a wrench nr screwdriver. The external shell or expansion sleeves are stamped and formed from commercial quality carbon steel or stainless steel meeting; the minimum requirements of AISI C -1010 of Type 304, respectively. in Nn. 22 and Nn. lei gauges. The threaded expansion pins with integral conical expanders are formed from carbon steel nr stainless steel meeting the minimum requirements of AISi C -1010 or Type 304, respectively. Hnlcc arc drilled into the concrete nr masonry at the required locations of the same diameter as the nominal anchor diameter :111e anchors are placed in thc hole and the nut le turned until thc minimum installation torque as indicated in Table NA IV is reached. Allowable shear and tension values are as set forth in Table Nn. IV. 1;. ITW kamset /fed Head Trubolt Wedge Anchor: The Trubolt wedge anchors consist of a stud bolt type of drop -in anchor designed for use in stone and lightweight aggregate concrete of various strengths. The am chors arc cold formed or machined from either zinc•platcd and chromate• dipped earbun sloes, hut- dipped gak united carbon steal or stainless steel, Thlcsc anchors meet thc nunitnum requirements of AISI C•1015 to AiSi C. 1022 and AISI C -1213 carbon steels, of T)•pe 3021 IQ, Type 303 or Type 316 stainless steels, 'rho expander sleeves are fabricated from carbon or stain- less steel meeting the minimum requirements of AISI C.1010 or Type 302, respectively. Thc anchor stud Is threaded at its tipper end and has a straight cylindrical section reduced in diameter around which thc expander sleeve is formed. A straight- tapered section enlarging to u cylindrical base acts to increase the diameter of the expander ring as the stud is tightened in the concrete hole. The expander ring, which is formed around the stud bolt, consists of a split ring clement with u "coined" groove at each end. The expander ring is designed to engage the walls of the concrete We as the tapered portent of the stud Is forced upward uguinst its interior. Cold-formed anchor studs are available only for the 1/4., ' /a., r /z -. •t/a. and r/. -inch- diameter wedge anchors. The anchors are installed in the field by drilling a hole in the concrete, the same nominal size us the anchor size, to a depth gtcater th to :he length of embedment desired, NI no less than the minimum embedment, 11 Is not necessary to clean out•the hole prim to the installation of the anchor, provided the huie is sufficiently deeper thus the desired embedment. The anchor is then tapped into the hole to the embedment depth desired, but no less than the minimum embedment. ,\ standard hexagonal nut and washer are used uver thc material being fastened and the nut tightened until the minimum installation torque as indicated In Table No. V is rnuched. The allowable shear and tension values are as let furth in Table No. V, F. ITW Ramset/Red Head !Auld-Set 11 Anchor: The multi-set anchor are designed to be installed in a predriffcd hole equal to the anchordiarnetar. The anchor consists of a shell formed from carbon stool or stainless steel meeting the minimum requirements of AISi C -1213 or -type 303, respec- tively, and an expansion plug formed from carbon steel or stainless steel =cane he minimum requirements of AISI C•IQI0 or Toe 11)3. re, c• Lively. The expansion end Is divided into four equal segments by radial slots. The expander plug is preassembled and is cylindrical in cross section, The anchors are installed in ptedrilled hales with the depth and diameter (or each unchor size listed in Table No. VI. After thc hole is drilled, it must be cleared of all cuttings, The unchor is yet by installing the expansion shell and then driving the cone expander with a setting tool. A special setting tool Evaluation reports of ICISO evaluation Service, Inc., are issued solely to provide information to Class .4 members of iCAC, utilizing the code upon which the report is based. Evaluation reports art not to be construed as representing aesthetics or any other attributes not spec(fically addressed nor as an endorsement or recommendation far use of the subject report. This rapers is baud upon independent testy or other technical data submitted by the app Want. The 1C00 Evaluation Service, lnc., technicalsta>,fjhat reviewed the sett results orator other data but does not possess test facilities l4 male an independent verification. There is too warranty by ICDO Evaluation Service, inc., express or implied, at to any "Finding" or other nuttier in the report or as to any product cowed by the report. This disclaimer includes, but is not limited to, merchantability. I •r 141411 1 at a! is provided with each anchor size, When the cnr.c expander is driven down into the anchor. the icgs ol the shell expand. The allowable shear and tension loads me as set forth in Table No, VI. (.1. ITW Rarnsetlfted Head Steel OKI( Insert: The steel deck insert l designed w be placed in steel decking, before concrete is poured, where a hanging fastener Is desired. The anchor assembly consists of two major parts. a headed stud and coupling, both of cold-rolled steel meeting the minimum requirements of A ISI C-1010-1018, 'Ow coupling is assembled to the stud and is internally threaded in receive a threaded rod. A spring clip assembly locks the steel deck insert in place. The anchots are installed in a hole drilled through the steel deck and are placed before concrete is poured. The hole must bc drilled in the center ol the Ilutc or rib. Spacing of the anchors along the rib or flute shall be a min':,•um of 19 inches on center, The insert Is pushed through the hole such that Me Spring clip expands on the underside of the deck and lucks the inset t firmly In place. The deck must be a minimum Nu, 12 gauge, steel deck Institute 'Type W deck with Prx-inels•hIgh flutes and minimum 3-Inch concrete cover over the flutes. The allowable shear and tension loads are as set forth In liable No. VII. H. 199 Supplement to the 1.1,11.C.t This report Is unaffected by the Supplement. 1. Identilicallont '1'hc concrete anchors are Identified by their dimen- sional characteristic and the anchor size stamped on the anchor. The conical- shaped expander plugs are colored red, See Figure No. 2 for additional details. 111, Evidence Submitted! Product brochures, calculations, results of shear and tension tests, Findings IV, Eindlogao That the ITW Hamel/fled Heed fasteners described in this report are alternate types of anchors to those specIfird In the 19011 Uniform Building Code, subject to the follo.*Ing conditions: I. The allowable shear sand tension values do Ant exceed those set forth In 'Mies Nos. 1 through VII. 2. The minimum spacing, edge and end distance!! conform to re. quirements set forth In the tables. 3, Allowable loads for anchors sultjeeted to combined shear and tension forces are determined by the ratio !If the actual shear Iii the allowable shenr plus the ratio of the actual tension to the allore:oblt tension not exceeding 1.00. 4. Anchors are not subject to vibratory or shock lends such As supports for reciprocating engines ur crane rails unless ode- galley Is determined by tests with results approved by the local building °MINI. 5, The allowable values indicated III the tables are mast:num values and they are not to be increased for wind or seismic londs. 6. Expansion anchors (other than srjf.drIIlfng type) shall be In. Realled in holes predrilled with a carbide-tipped ma.sonry drill manufactured within the range of the maximum and minimum drill tip dImension of ANSI Standard 0.94.12-1977 for the al- lowable values set forth in this report. This report Is subject to re-examlnation in two yeers. T TO 600 011 oBs04.1 ok:o .1 1,0 ITelvol t lit.). 1 4/ t 7 TABLE N0, IV —ITW BAMSET /BED HEAD DYNADOLT SLOWS ANC1(OP. ALLOWABLE SHEAR AND TENSION VALUES IN CONCRETE AND MASONRY (Pounds) sTOHE AC QREGAT E CONCREtE4 1 ANCHOR IA. 161.) INSTALL. T1ON (TDRL.Is 1 BOLT i h) MINIMUM ENDED- MEHT D ti T)Ir ANCHOR (Sispall) re 2070 pa? = X000 Psi I' a000 pm. Tarnlon 941EARI _e Unison 911EAn1 4(15 tenNOrl gslarAns 105 — 9p.M10.7 9p.Inap.4 9p.Inmp.7 9p• Inesp,4 9P.Insp.f 525 Op Without 4 ~ -- 27(1 X 1/4 3.5 Nu. 10 11 /w AN Carton 51{N 555 Stainless 300 150 405 400 200 Nu. 8 i1, 11/4 350 175 510 480 240 555 650 325 600 'M 14 'nr, I1/h 405 205 640 560 280 700 __775 1100 385 —550_ 761 _1250 1/: 20 '/w 17?w 280 Ifl!10 785 39(1 1125 No 48 1/1 2 770 385 1610 11011 550 1810 1530 765 2020 '/4 90 Vs 21/4 I050 525 2550 1515 755 2900 2225 1115 3275 LIOHTWEIGHTAGOREQATECONORE'1E1 ANCHOR MIA. (M.) INTIOt+t' 10RQUE (l:. -Lba,) MOLT DIA. (ln.) MINIMUM EMENT DEPTH? IM.) ANCHOR TYPE (61e4I) r'e = 4000 psi re = 6000 pal Tension Tension 9HaARI Whh Sp.lnap.r Without 90.1np0.4 With Sp. Sturm) Without ITp.Inap.4 fsolEAFic 1/4 3.5 No. 10 1' /w AN- Carton SHN Slainlcss 270 135 290 3U5 150 485 315 155 420 360 180 555 'ha 8 1h 1' /' 405 200 575 5611 280 700 '/w 14 Nth 11/: 650 325 980 790 395 1210 'h 25 '/w 17/6 810 405 1400 1075 535 1960 Na 48 1/: . 2 910 455 2160 1450 725 3120 N4 90 5/11 21h MASONRY UHr10e e ANCHOR DIA. (in.) INSTALL. TEUN TORQUE (rl.•t.ha,) BOLT DIA. (In.) MIMMUM EMOED• MEW DEPTH? (In.) ANCHOR TYPE (Steel) LIGHTWEIGHT TMWIUM WE'iOHT HOLLOW CORE GROUT . (<D ~-- HOU.OWCORE GROUT man Tension Tenon S1tIARe Tsnslon SHEARS Tension WEAR, With pp.Mep.7 WlIt 'ut Sc.SUp.4 Wlth VPt"IP•a Without $..lnse4 With 13p. hop.) Without So.lnsp.4 SHEARS With Sp, hep.a Without Sp, Map.4 1/4 3.5 3/11" Ilia ' AN- Carbon SIiN Slainlcss T 280 160 140 110 340 405 — — -- — — — 280 160 140 80 405 405 — - .... VS 15 she 1'h Carson SHN Stuinless 340 291 170 145 640 640 — •, — — — -- 340 290 I/O 145 640 640 — -- — 111, 23 /a i 1 /w 11N- Carbon SHN• Stainless -- _ -- — — 555 525 280 210 1000 1000 — — — 555 525 280 260 1000 1000 VI 53 1/: 2 Carbon KW- Stainless — — -- — — — 770 770 385 385 1610 1610 — — -- — — — 770 705 3R5 350 1610 1610 '/4 90 s/a 2' h FI- Carb on .-- —• — 1050 525 — 2550 — — -- 1050 525 2550 IThe tabulated sheer and unlit values are fur anchors Installed In ion or lightweight aggregate uunorcIe having the dueignated ultimate compressive netted, at ((M lime of inusllatlen. IThe tabulated values art for anchors installed a minimum of 12 dtanscIets on center and A minimum edge diswnee of sla diameters fur 100 percent enchu efficiency. Spacing and edge Clarice may be reduced to sle•d(antnter %pacing and three•diameter edge distance, provided the values am reduced 50 percent. Linear Interpolation may be uhad for intermediate spacings Ind edge lswgins. ?These tension values arc applicable only when the anchor" ore installed with hpeeIal Inspection as het forth in Section 306 ((thc cudc. 'Theo tem(on values art applicable when the anchors are Installed without awl.' inspection oh het forth in Section 306 of the code ilk tabulated shear and tensile statues ate foranchorsIn ( elledInanareswhichleavesaminimum3• 1nchdistancetoanyedgeutthemasonryunh.Yr luestaeforR .Inch•wideOradeN.lightweightnt medium•wcightconmate masonry units conforming tuASTM C90and U. B.C. Standard Nu. 24.4, The Sruulcd roaaunry units are tube I filled with coarse grout conforming to AST5.1 C476.11114 minimum compressive strength of MY) psi. Nurmal•weiaht masonry units may be aubatltuted fur the t ediunt•wtlght unite. The tabulated value. tiro Irn anchors installed a minimum oil 12 diumeten un cenicr end mini/null) well edge and Ju(nt distance of six diameters or 3 inches. whichever 11 peeler. for 100 percent efficiency Spacing 11110u/1e distant may kg reduced .1a.diornetar kpacing and three.diameter welt edgn ottd Joint distance ur I Its inches. vehleba.cr is realer. pro vided the o fibre. art icduced50 percent. Linen interpolation may be used for intermediate spacings end edge merging. ?The embedment depth It measured linm the outside lace of the ctmerete ur concrete block. "The Mutated shear voluo. we for load. applied by the attached material to the sleeve punkin ur the anchor. Hines In the euached material shill not tm mum than Nth Inch In eecesS Of the rime 11 e., archon diameter. bon BOO 'rill ) rl:i I030 Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright ® 1990 ICOO Evaluation Service, Inc, Report 1Jo. 3370 October. 1990 Filing Category: FASTENERS— Concrete and Masonry Anchnrt (066) TAPCON® CONCRETE ANCHORS ILLINOIS TOOL WORKS, INC. BUILDEX DIVISION 1349 WEST BRXN MAWR AVENUE J'1'ASCA. ILLINOIS 60143 ELCO INDUSTRIES 1111 SAMUELSON ROAD ROCKFORD, ILLINOIS 61101 ILLINOIS TOOL WORKS, INC. RAMSET /RED HEAD DIVISION 130:1 NORTH MICHAEL AVENUE WOOD DALE. ILLINOIS 60191 I. Subjects Tapcon® Concrete Anchors, 1I. Description: The Tapcon unchor is heat treated and has an altemai. ing high -low thread form.The high Ihreud provides the cutting action for penetration and has a relief notch for tapping: Buse. The low thread pro- vides stability. The anchors nto available In /i,,- and 1/4-inch size:: with various Iengths.The: unehors are available with either a slotted hex wash- er head or u Philips flut heud.1The anchors are manufactured from AISI 1022 steel. The anchors arc set by the use of an electric hammer drill. Two basic tools are available. The ConDrlve 2000 Is used for the slatted he head and is a one-piece device which both drills the pilot hole and then is used to Install the Tapcon anchor into thedrilled hula. The ConDrive 1000 sys- tem may be used with either the hex head or the Phillips flat head Tapcon anchors, After the pilot hole is drilled, u drive sleeve is placed over the drill bit and a special end Is used for the particular anchor to be Installed. A pilot hole of .17 Inch in diameter for the, : /tn•inch anchor and .20 lnch in diameter for the I/4-inch anchor are drilled 1/4 inch longer than the nec- essary penetration, A carbide - tipped drill bit is Included with tuck box of Tapcon anchors, After the pilot hole is drilled, the dust Is removed and then the Tapcon anchors are installed to the specified depth of embed. ment. The allowable tension and shear loads are Indicated In Table No. I. The unI here are installed d minimum of 12 diameters on center with a minimum edge distance of 10 diameters for 100 percent anchor ctrl- clency. Spacing and edge distance may be reduced fortis diameters spac- ing and five diumetent edge distance provided the values arc reduced 50 percent. Linear Interpolation may be used for intertnediate spacing and edge margins. 1989 Supplement to the U,I3,C.: This n:porl is unaffected by the Sup - pletnent. Identifications The Tapcon concrete anchors are identified on each box with the trade name and manufacturer's name. 11i. Evidence Submitted: Product descriptions. installation instruc• bons and test data have been submitted. Findings iV. Findings: That the Tapcon® Concrete Anchors are an alter• nate type of cunnector to those specified in the 1988 Uniform Build, ing Code, subject to the following conditions: 1, Allowable shear and tension loads shall not exceed the values set forth in Table Nu. I. 2. The minimum spacing, edge and end distances shall conform to the requirements srt forth in this repurl, 3, Allowable fonds for anchors subjected to combined shear and tension forces shall be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors shall not be subjected to vibratory ur shock loads Ouch *s supports fns reciprocating engines or crane rails un- less their adequacy is determined by teats and approved by the local building official. S. The allowable loads are nut it►crvusvd fur duration of loading such ns for wind or seismic ivada. This report Ls subject to re- exuminutiun In two years. Evaluation reports u / /CBs! Iivaluatiun tiervice, Inc., are isxued solely to provide information tp Class,: nrtntbera 41C80, utilizing the rode upon which thr report is awn!, A rselu,tiuti reports are out to be construed as representing eesthet ?es ur any usher attributes nut spar j/icaiy oddreated rtor or an endorsement ar recommen- datlon /or we of the subject report. This rrpure Is baked upon independent tekte or other technical data submitted by the applicant, The iCiJO b'ratuntion Service, Inc,. technical she has reviewed the psi results and/or other data, but dorm nut poesees test /acilldes io make art independent•veri / icatiun. There le as iwaNaney by 1C80 li valuation SLrvter, Inc.. express ur implied, w to any "Finding" or other matter in the report or as W any product covered by the report. This di.: taimer includes'. but le not limited to, merchantability, Pape 1 of 2 E SOO'OIi '33HM 'd'1 b0 SF:t t £6,'07,7.0 • Page 2 of 2 Report No. 3370 TABLE HO. 1-- ALLONABLE SHEAR AND TENSION VALUES IN ?OUNOS' IMMEID 1�1��NN OlAltli��a 11001ee) MIN MUN rytt L�1Lt U,41MT Ilnoltp) l'r r 2001 III 1'e se 3000 P11 —�� 1'e ae 1000 N1 1'. u a00d P11 r..... SH[AII TENSION . lNLAII TtNIION Y WO 1p, Imp.' !HEAR TENSION lNEAA 1EN110N WNb Sp, ln+',+ WHAeut !p, laap,' WR4d ip, Imp,, WIIM Sp, INsp,' WItUWt Ipr lnep? 1(111 10, Imo., Milled 1p, Inv/.' 1 80 30 185 80 40 210 100 50 210 110 55 215 114 88 195 140 70 210 150 70 210 180 80 215 160 80 205 210 105 7131 220 110 220 230 115 225 131 190 95 830 260 130 238 280 140 255 310 156 258 # 1 130 E6 280 380 00 396 200 100 300 200 115 415 .....1111 210 105 320: 280 140 400 310 105 415 300. 175 438 280 140 320 380 190 406 400 200 420 420 210 440 1% 330 165 375 460 230 535 x..510 I. 540 500 8^ 0 550 The trhututed.l.e.r.nd t.n.l .sIi nrt ''w on.; hart In!ndltd in ah ne rptttelele nlmnteu (141101111s duslpilulud VIIIn1ulu nsntuprs..IY. AINnVIUI 1 110111t t•l In•101111.•n 'than. awlon Ysluse art oppl cable onl) when the erv.hur.4r4 innalkd Willi spsalul InepssUlm an Md rurlh In Serinln 3116 ut tiur cede. tiilaso ten►Ion Y41114s art eppt noble 1Yhsn %Ii ultniluls ms 1141111110 w1111w1 epsiui Inspsrllun us 1N1 luclh b Sacliun III111'the yule. 't City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director BUILDING DIVISION June 14, 1993 Mr. Edward Novion 13058 Bothel Way NE Seattle, WA 98155 Re: Southcenter Place T.I. Permit # B93 -0197 Dear Mr. Novion: The plan review by Building Division has been completed and additional information and revisions to the plans will be required to show compliance with Tukwila ordinances. Following comments are applicable: 1. Provide a manufacturers specification to fully describe the proposed main support runners and the drywall channels. " 410: Indicate on the ceiling detail the proposed thickness of the veneer plaster finish. I. Indicate the' proposed method, size and spacing of the veneer board fastening to the drywall channels. 4. Indicate on the detail the proposed method of securing the wire hangers to the concrete deck. Also note the spacing of the wire hanger (in each direction). The information to be submitted must (at minimum) show . compliance with applicable U.B.C. Table(s) 47 -A, 47 -8 & 47- C. Please submit two copies of revised plan and detail that are developed. If you have any questions you may call this office weekdays between 8:30 AM and 5:00 PM. Si ly, Robert Benedicto, Plans Examiner 6300 Southcenter Boulevard, Suite #100 •. Tukwila, Washington 98188 • (206) 4313670 Fax- (206) 431-3665 (L/r 7 g t 2 f G yijrpt, /s F r . C,L," iL�/ iv6 -w -X Cg ell "0 cr DizYpit LL Comic L c. �z fivEN iL 1Jwio TYpEk (A4vtt„- e2 70 /;1, 7 N ' ‘:-Xlf 71/V 6- L: k,j T co SHIM VISION p /6-y00 for, e6-4,76 ,' u.ke /vieI /C .A kJ/A. X a£ // "o.c DRYtALt CIIAtiv L g Ty PE k �- /V T Ea 70 ///17-ci4 `XIf7) /u& co/t•c /1 --rt VE 4, l L 406 L' ►.0 /itt! Al. 71 T. JECT %(J�CI Atte-goes ; " R coeeil• eVAL• CITY OF TUKWIIA APPROVED JUN 3 p 1993 AS 6 7'/''`/L. RECEIVED 'WY OF; TUKWILA JUN 31993:x. PERMIT= CENTER. • ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT No 00A11119,1 ICRI I 1001ln fin„•. In,. RECVED CITY OF TUKWILA JUN 281993 Report No, 1372 Juno, /990 Filing Category: FASTENERS -- Concrete and Masonry Anchors (066) PERMIT CENTER ITW RAMSET /RED HEAD SELF- DRiiLJ.ING, NON- DRILL, STUD, DYNAHOCT SLEEVE, TRUHOI;I' WEDGE, MULTI•SET II CONCRETE ANCHORS AND STEEL DECK INSERTS ITW RAMSI T /RIsl HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 I. Subject: iTW Ranlset/Red Head Sell. Drilling, Non-Drill, Stud, Dynabult Sleeve, Trubult Wedge, Multi -Set 11 Concrete Anchors and Steel Deck Inserts. 11. Descriptinnt A. iTW Ramset/Red Head Self•DrIIIIng Anchor: The ITW Rantset/Red Head anchor is a self - drilling concrete expansion shell anchor with a single cone expander, both made from hcat•trcatcd steel, The steel for the body conforms to the minimum requirements of AiSI Specifi. cation C -12L 14 and the steel for'thc plug conforms to the minimum require- ments of AISI Specification C- 1010. The anchor has eight sharp teeth at one end and is thteaded intemully at the uther end. The outer surface uf the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threaded end, the unchur is provided with an unthreaded chucking cone which has an annular break -off groove at its bade fur break- ing off the cone for flush mounting, Anchor sell and expander one are electrateposit zinc and chromate plated. The anchors are Installed either by a Model 747 Roto -Stop Hamster, by air or electric impact Nubile!, or by hand. The anchor is used us u drill in �.—., forming the hole In the concrete. After the hole is formed, the anchor is removed and the holt thoroughly cleaned. Thc dcpth of the hole Is regulated by the drill chuck. A Red Hend plug is set into the bottom of the anchor prior to insertion in rho hole. The concrete anchor is then driven over the plug, causing an expansion of the anchor in thc hole, Thc chucking end of the anchor is broken off tk ith a hammer blow. Verification that the anchor has been Installed properly is evidenced by the fact that the anchor does not project abuve the surface of the concrete and that thc red plug is visible at the hnttnm of the hole. The allowable shear and tension values arc as set forth in Table Nu, I. B. iTW Rennet/Red Head Non•DrIII Anchurt The non -drill anchor is designed to be Installed in concrete in a ptcdrilied hole, The shell is formed from steel meeting the minimum requirements of AISI C- 121.14 and Is provided with Internal threads at une end and a plain holo at tha expansion end which is divided into four equal segments by radial sleets milled axially along the length of the shell. A series of annular broaching rings are cut into the expansion end of the anchor. Thc anchors are set over a hardened steal conical- shaped expander plug by driving the anchor flush with thc surface of thc concrete. The heat- treuted plug is of steel meeting the minimum requirements of AiSI C- 1010. The anchors are installed in drilled hntcs having a diameter and length the an as the anchor. After the hole Is formed, all concrete cuttings are removed and the anchor is ant in a manner identical to the aelf•drllling anchor. The allowable shear and tension values are as set forth in Table No. II. C, 1TW Ramu$Red Bead Stud Anchoret The ITW Rennet/Red Hcad stud anchor is a non•drilling anchor which provides a protruding externally threaded stud when installed and is formed from steal meeting the minimum requirements of AISI C -1213 The anchor body has an axial hole, axial slots and saws of annual brotching rings in the expansion end uf the anchor. A flismour.. conieaf expansion pirsj of steel rrxetsnj the minimum require- ments sit AJ:ia C. fora, its pr443, :rtn6(44 ie.co Mc t c dy. 'f he anchors are installed in drilled holes having a diameter the same as thc anchor and are set as described abuve the self - drilling anchor. the allowable shear and tension values arc as set forth in Table Nn. 111. D. ITW Rnrtsatl/Red Head Dynabolt Sleeve Anchor: The Dynabolt sleeve anchors are designed to he installed in a predrilled hole erinal to tit unchur diameter and are expanded by lightening the hex nut or head -styli nut with a wrench or screwdriver. The external shell or expansion sleeves are stamped and formed tioin commercial quality carbon steel or stainless steel meeting the minimum requirements of AiSI C -1(110 of Typo 304. respectively, in Nn. 22 and Nn. 16 gauges. The threaded expansion pins with integral conical expanders are formed from carton steel nr stainless steel meeting the minimum requirements uf AISI C -1010 or Type 304, respectively. Holes nrc drilled into the concrete or masonry at the required locations of the same diameter as the nominal anchor diameter The anchors are placed in the hole and the nul is turned until the minimum installation torque as indicated in Table No. IV is reached. Allowable shear and tension values are es set forth in Table No. IV. R. ITW Ramses /Red Head Trubolt Wedge Anchor: The Trutxrlt wedge anchors consist of a stud bolt type of drop -in anchor designed for use in stone and lightweight aggregate concrete of various strengths. 'Elie an• chore arc cold formed or machined from either zinc.platcd and chromate• dipped carbon steel, lot- dipped galsanized carbon steel or stainless steel. These anchors meet the ntinhnunr requirements of AISI C-1015 to AISI C• 1022 and AISI C -121:3 carbon steels, to Type 3021IQ,'Iypc 303 or Type 316 stainless steels, 'tire expander sleeves are fabricated from carbon or stain- less steel meeting the minimum requirements of AISI 01010 or Type 302, respectively. The anchor stud is threaded at its tipper end and has a straight cylindrical section reduced in diameter around which thc expander sleeve is ^•.. formed. A straight - tapered section enlarging to a cylindrical base acts increase the diameter of the expander ring us the stud Is tightened In the'''` concrete hole. The expander ring, which Is formed around the stud bolt, consists uf a spilt ring clement with u "ruined" groove at each end. The expander ring is designed to engage thc walls of the concrete hole as the tapered portion of thc stud Is forced upward ugainst Its interior. Cold - formed anchor studs are avuilabie only for the 1 /4., 3 /a•, 1 /2•, 1/e• and 1/4-inch- diameter wedge anchors. The anchors are installed in the field by drilling a hole in the concrete, the same nominal size as the anchor size, to a depth greater than the length of embedment desired, hut no less than the minimurn embedment. it Is not necessary to clean out the hole ptinr m the installation uf the anchor, provided the hole is sufficiently deeper than the desired embedment. The anchor is then tapped into the hole to the embedment depth desired, but no Tess than the minimurn embedment, A standard hexagonal nut and washer are used uver the material being fastened and the not tightened until the minimum installation tongue ac Indicated In Table Nu. V is reached. Thc allowable shear and tension values are as set forth in No. V. F. ITW Ramset/Red Head hlultl•Srt Ii Ancltnrt The multi -set anchors are dedgned to be Installed in a predrilled hole equal to the anchor diameter. The anchor consists of a shall tormcd from can steel or stainless ease! meeting the tninimum requirements of AISI C-1213 or Type 303, respec- lively, and an expansion plug formed from carbon steel or stainless steel mvetin the minimum quirements of f AISi C- I010 ..r'iype 1133. tespec• lively. Th rn The expansion end Is divided into four equal segments by radial slots. The expander plug Is preassembled and Is cylindrical in cross section. Thc anchors are installed in prrclrilled holes with the depth and diameter for each unchor size listed In ibbIc No. "1. After she hole Is drilled, it must be cleared of all cuttings. The anchor is set by installing the eapsnsiun shell end then driving the cone expander with a setting tool. A special setting toot l? g rimasriairrepeset t`ntletitS'1t.kaIiwlieusVer airs, ulna owetmsei asia#1 ,ssardv tlefsrgsaXia Fs Ciau1.4 m,mjtsf of ICVO, utIJlthsg ibis cadr,rpnn Wsialitha' reperri r3atst rt 8+ lalbalin)rrsparervios, to t`tirSaCdnari•avd'as.rryrcrFrRlut?v a+ 141111i tosvyaeloceatkikrin swot sfr tlisailjd.M,f3WSOarpt sterrieettirtemesenrreermesprordidlirtffirragrierftikitmlifiraroprortt . 1' J4lsfrparrttr (,uasrtupnwfo■oiep!rntrssl tesse.sr'arkrrstlrliuscal eathsritliftrlrrkc11 i):Fsd appik see,. /Av a 0111 JS ✓Aih 4f*4411 §,ce•A Si Awe, b.f491 time, b +r r rerir,red'ilIr l ' : rrrtri undlnr,uthirr. iirrm; der'are*I' r0r0nl.trss‘ ti f /lit li ,ffaielonn,isdelettitem;td ✓t, t lib n l,*.. /Av / :1b ,s v U.avfa'4V/ bj 14 ft(, s : ' r t r l i s i t e r'S'nrr.iietr, .!,tc', txprr'tr'ar•ins,poserc •rr saLalsty. =''fllni1irfge''di ahoy. motor- ,hl deo' Mitsfq 1.W t i t , by tff;syt.• 7H /I d14cehitesergtrethid#t, ber°ts'isntlittrittd1pa; t»trthirVabfht r • fibiti 64. TABLE NO. AR AND TEN MMBET/RED CONCRETE ANt) MASONRY /Pounde)WBLE sTDHE AGGREGATE t:ONCRES E I 1 —' ANCHOR T INSTALL- E ROLT M MINIMUM r ANCHOR re a, MO — =3000 pal I IL. 4000 pal TaMien T SMEAR/ S —f = O'IEARa 9 Penton — — Whit W Without W With W WIthcul Y YAM M MWAIt�ivout Y^ 4s -, 3 5 . .%,No'r <10:2 ; ; 1'fr(:: Y AN_.... 3 Y.100 : :150, . 405 4 400 2 200 4 405 3 325 2 270.... _ 'his 8 8 " ".'.a/� "'°' 1 140 A 350 1 . 4 510 4 480 • 2 240 5 555 6 650 3 325 6 600 !r1, 1 14 " "ith I IIh C 405 2 205 6 640 5 560 2 280 7 700 7 775 3 385 7 760 9 9: 2 20 ' '/e1/re S 555 2 280 1 1000 7 785 3 390 1 1125 1 '/s 4 48 1 1/: 2 2 S 770 3 385 1 1610 1 1100 5 550 1 1810 1 1530 7 765 2 2020 'q 9 90 N Ntt 2 214 1 1050 5 525 2 2550 1 1515 7 755 2 2900 2 2225 1 1115 3 32" LIGHTWEIGHT AGGREGATE CONCRETE/ 1 1 r, MINIMUe1 r r = 4000 pal r r e =1000 pal — INST E E DED. T Tenalon T Tension SHEAM ANCHOR T T S SOLi E ENT A ANCHOR With u ulithoul I EHPARa 9 Ih W Without 1/4 3.5 . No. 10 l l ire 2 270 1 135 2 290 3 305 1 150 4 4R5 Non 8 8 1 ... N 144 A AN_ 3 315 ( (55 4 420 3 360 ( (80 5 555 '/e 1 14 ' 'he I Ilia C Carbon 4 405 2 200 5 575 5 560 2 280 7 700 1/f 2 25 ' '/u I I' /n S S11N 6 650 . 325 9 980 7 790 3 395 1 1210 1/w 4 48 1 1/2 . 2 2 S Stainless 8 .._.. 3 405 1 1400 1 1075 5 535 1 1960 stir 9 90 s sit 2 21) 9 910 4 455 — 725 3 — AEt1NRT UHi181 150 7 ANCHOn T INSTALL- E DOLT M MINIMUM — ANCHOR LIGHTWEIGHT �" - --- MEDIUMWCowHT — RUM cone-- G GROUT f11E ED H HOLLOW CORE a amour t1LLED Taneion T MIAMI 4 Tanalon T MARL S Ten I Ion T SHEAR/ S T1rNbn SHEAR! With W Without W Whit W Wnhewt W With W Without W With W Without 114 3 3.5 S She I Ilia C AN- 280 1 140 3 340 — — — — — — 2 280 1 140 4 — — — ire 1 15 s she I 340 1 170 6 640 — — : :140 1 170 6 640 — I / 25 � �/a I / 11N - •-- - — — — 5 555 2 280 1 1000 — — - -- — — _ _ 280 I sh 5 55 1 1/1 2 2 C Carbon — — - -- — — 7 770 3 385 1 1610 — — - -- — — 7 770 3 385 1 1610 )t4 9 90 s six 2 21 /t— C Ca bon — —^• — —• — — 1 1050 5 525 2 -- 1 1050 5 525 2 2530 y ITha tabulated shear end (ensile values ere fur anchors Installed In atone or lightweight aggregate vuncrete having the designated ultimate compressive 'with el hi time of iMlalltnnn. ?The tebulated vetoes are (Or anchurs Instilled e minimum of (2 diameters on center and lminimum edge distanceof six diameters for (00 percent onchu efficiency Spacing end edge disI1nsenray be reduced to six.dlsmetar spicing end throe - diameter edge distance. provided Ilse values ere reduced 10 percent. Uneer interpolation may be uted (or intermedtete spacings and edge margins. ?These tension values etc applicable only when the enchurs ere Installed with speed' Inspection as set forth in Section 306 of the code. • 'Theo tension values are applicable when the enchury are Instilled without speclel Inspection as set forth in Section 306 of the code sThe tabulated then and tensile values are furenehurt In tilled In an ruea which leaves a minimum 3.inch distance to any edge ut the masonry unir. Values tae fot 8 -inch• wide Grade N, lighiwelght or medium-weight concrete masonry units conforming to ASTM C90 and U. B.C. StendWM No. 24.4, The gruuted mesunr y units are tube f tiled with coarse grout conforming to ASIM C476%11114 minimum compressive strength of 2'») psi. Normal- weight masonry unite may ha eubhtituted fur (he medium- wel{hl Unlit. ',The tabulated valves uru lin anchors installed a minimum ill 12 diameters un center and minimum wall edge end juint distance of sla Jiamciera or 3 inches. whichever is svelter. for 107 percent efficiency Spacing% nder3* tdistetw emaybereducedsix- diameterspaclnpendt hree- diameterwattedgeendjointdist ■nceus' (1(3 Inch;, whIih*r 4; j;at;i. provided the values art 'educed 50 pen.enl. Linter Interpldathm may be used for intermediate spacings and edge margins. ?The embedment depth is mcesurod from the uutsldo face of the concrete or concrete block. "The tabulated sheer values aro Po lords epplled by the attached material to the sleeve portion unite enchur. flute% In the attached material then not Ix more than l /tnlr.ch in esce ;S Of the sleeve 11.4•. anchor; diameter. 600 000'0H •=1:.Ni'1 •4;1 "i l it T,?:t -T F• Ci' ?n 1030 Evaluation Service, Inc. ru A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright OD 1990 ICBO Evaluation Service, Inc, Filing Category: FASTENERS -- Concrete and Masonry Anchors (Qt 5) TAPCONO CONCRETEANCHORS ILLINOIS TOOL "WORKS, INC.' DUiLDEX DIVISION 1349 WEST BRYN MAWR AVENUE ITASCA, ILLINOIS 60143 ELCO INDUSTit1ES 1111 SAMU13LSON ROAD DOCEFOkD, ILLINOIS 61101 ILLINOIS TOOL WORKS, INC. RAMSET /Rk.t1HEAD DIVISION MO NORM MICHAEL AVENUE WOOD DALE. ILLINOIS 60101 1, Subjects Tapcongll Concrete Anchors. 11. Description: The Tapcon anchor is heat treated and has an alternat- ing high -low thread form. The high thread provides the cueing action for penetration and has a relief notch for tapping ease. The Iuw thread pro- vides stability, The anchors ere available in /,e- and 1/4 -inch sizes with various lengths.'1'he anchors are available with either a slotted hex wash- er head or u Phillips flue head. `i'he anchors are manufactured from AISi 1022 steel. The anchors are set by the use of an electric hammer drill. Two basic tools are available, The Contrive 21100 Is used for the slotted he head and is u one -piece device which bosh drills the pilot hole and then Is used to install the Tapcon anchor into the drilled hole, The Contrive 1000 sys- tem may he used with either the hex head or the Phillips flat head Tapcon anchors, After the pilot hole is drilled, u drive sleeve is placed over the drill bit and a special end is used for the puniculer anchor to be installed. A pilot hole of .17 Inch In diameter for the .t /tt, -Inch anchor and .20 Inch in diameter for the I /4.inch anchor are drilled 1/4 Inch longer than the nec- essary penetration. A carbide. tipped drill bit is included with each box of Tapcon enchant. After the pilot hole Is drilled, the dust is removed and then the Tupcon anchors are Installed to the specified depth of embed. meat. The allowable tension and shear lauds are indicated in 'ruble No. L The anchors are installed a minimum of 12 diametera on center with Report Ho. 3370 October. 1990 a minimum edge distance of 10 diameters for 100 percent anchor cffi- clency. Spacing and edge distance may be reduced to six diameters spec., . ing and five diameters edge distance provided the values arc reduced . percent. Linear Interpolation may be used for Intermediate spacing an,.• edge margins. 1989 Supplement to the U,D.C.t This %,`port ins unaffected by the Sup- plement. Identification: The Tapcon concrete anchors are identified on each box with the trade name and manufacturer's name. 111. Evidence Submitted: Product descriptions, installation instruc- tions and test data have been submitted. Findings IV. FIndingst That the Topcon® Concrete Anclturt art an alter- nate type of connector to those specified in the 1988 Uniform Build. ing Code, subject to the following conditions: 1. Allowable shear and tension loads shall not exceed the values set forth In Table No. 1. 2. The minimum spacing, edge and and distances shall conform to the requirements set forth In this report. 3. Allowable loads for anchors subjected to combined sheer an° tension forces shall be determined by the ratio of the ocivai Shear to the allowable shear plus the retina the actual tension to the allowable tension not exceeding 1.00. 4. Anchors shall not be subjected to vibratory ur shock loads Ruch us euppores for reciprocating engines or crane rails un- less their adequacy is determined by Teets and approved by the local building official. 5. The allowable loads are nut ittcrvusvd fur duration of loading such ns for wind or seismic loads. This report Is subject to re- exuminutfun In two years. Evaluation 'sports of IOW /induction Service, Inc. , are hsued solely to provide inJbrmalun w Class A members 41CDO. utilizing the rude upon which the report 1, bused, li ruluutlun report, are nut to be construed ax representing arxthrmica or any other mutilates nut a prc{fically artdremed star es an endorsement ar recommen- dation/or ass 4/ the subject report. This report is lased upon Independent texts or other technical data submitted by the applicant. The lent Evaluation Service, Inc.. ;tektite, sled has nvlewed the MA/ results and/urulherdata, but data not pasxesY fuef /aellldtrto mks eh (ndtptn4tnf vtr(/icaNvn. Thum is an warranty by !CHOltvaluation Srrries, Inc., express ur Implied, us fu pAy "F(ndIMR "ur other matter in the report or as to any product cureredby the report. fh1, elLcla/mer includes. but is nut to. n,urchenr,bllil v, eTO 6©0'011 Paso 1 of 2 '3..411) 'e '1 b!d £%.:1~T F6/07./'_C! tllr :t :F .' "`.1r.;t :''::r 3 ?3 t.)1' Ptt3 Notd to apeoHter: T1ie foinnl!'p sear19110On for multi R t1 yweli . 2,43154FT.:ir cystvn IA t! ytd'fe h+ tfle preperetreo o1 q npoor,co iorl lot n oyp9UM board suspension system Celele such Items that are not 101010c110 pntlicUlnr p1oi9ct for.whlr.;t.ttth any ^'rtes; :o.i 1n �' »;i r�tt 141u • ' . 91rnti.1 • .�ei , , ..,.w��ir,o �NUII • aoour. $00001) (1q Mart 1— Oete,orai 1.01110100d Work A. alien( ,:u +k s, sc +nrict eln�Htrat9; I. L(yre'sn18.. n,:r S., stems. Seotlon 2. A;.,'; ,!1 ;:Pi fb +'' g3 Seethe __.....___ J if +a;,,(1,.7tf eserr,nh"hs. SectlUn 1 A l lot .r11' +'7, n901100 _. g t 1ui'.tittl} "rynl(n _ .. n trnn+k bta:elled I.)ut 411011%nd under (Alai erictIonh (tnohfde Applirpblo requllemsnls ) C. Work furNshed but ►nstwied under other oectione: ilnclurle Anon sic reuultt?Irnluts.) 1.01 System Deketintlnn Ji h�1Khen; 7':1 :�dr. n flan r ..• _ , .;.. � .. ,.lN �v,9,Lliml,', 9g18, yy 0, „,tit„ Lees 61(lCi iUrt,nri woes cnOninols Cr ctvi; t815, i'R;1((1t1 Ir1( ins! W, support Screw st(dchari Qyi)at+rit pritiob, flxtuies, end1 nur diffusers, where appUcnbta, installed cyntn"t ^tuet cotrinjrh to tltt'iArwrttvis' t,@t:3rnlerte0, tie, (UL) 11i1d helisli+nee t)esign No. specillocl end other applicable codes, 1,03 Quality Aeeurenoo A, t'tubconlrector outll;ficallow; :' ':1r)'ipt 411re,11 have rinr,tetuittan !tir�r- nr s:.•r�1:441u1 v'J 0.4iki.1 ;a .rt iriotiir"Alron Qr Oetllno euepane►nn - 6y4t6nts on projects win s c ;I imt)nle strnllnr to roqu remonin specified. a Ri u11v,r'i:!'tc i t rauulat:uy aaor+plry *; Underwriters Laboratories, tea., (UL) resrst(tnoe end cedes 0111i motlttllioni of R0111000( having jurletllction. 0. r;)uta9 quality control; Menufacluter wilt prWIrin tent oeti;flootIon f, r super Won system as requhoct to meat perforrnanoo standards specified by various opencietr. 1,04 ttefereneee A. A81M 0035, Standard Sp©rIlicaliun for Mstat Suspension Syelerns for AOOUSOcoI 1•Ile ant Loy.In Panel Ceiling•;. 8, AS1M CO38. Ilecomtnended 1''roctice for Insinuation of Metal Suspension SySteni for Ac0119'Ical Tile Arad Lay to Panels. C ASTM x)045, Standard Specification for Non•Luud (Axial) floating Steel Studs, flunnore (track), and Enfold Furring Channels tor Screw AppiloatlOn of Gyf36tlm Board 0. ASTM C8,11, $tenderd Specification for Inerallo110f1 al Inlnrjnr LErllhllrg and Purring. E. ASTM E110.76, Slanr)Prd Methods 01 Re Taste of tJuIlding Construction and Meterlel9. F lindenv'itettti Labor&lotloo, Inc, (UL): t`ire Fvoetelnnce 0480o1y Listing iv i ClasaillcatIon. 1,05 ttubmttlets A, Sampige; Submit samples al suspension system main tees and cross 10es for acceptance. ti Shop d1 ') rlos: 1, Reflected setting piano; Submit ceiling el/Wellston system layout indloatlno dimensions, Ilehlinp fixture locallone, and rivaled menharlcor oonlrlanente, 2. Assembly dra.v(ng s: Indiction InstallAUon dwells, accessory attachments and 1nstellatiutt ot related lighting fixture and related Mechanical system components. .U'd at1G z.661'ic'LrIJ boom flltnld X Drywall Susnnnslon System -- 11.pocif'tci, ;ton C. Manufacturer's data; 1, System dotes'. Submit innr'ula /t, /rer'9 cab,tr'u ' fa n. Ai>,r►1dn{ - • � . .:. ..-;4...;.;. , ; ;—;.2:1 roil, plojoef rnnrrll'^c ( rie+otly).r�2ntij{ed Qn(� tTifit',t,tACUlittim it}t ohii;'ondod insIAIIot)c�' insi►tsrt1011p, , D. Mnlntone'nt:q majAtiala; Provide ,, _.- r o' ,9'.l of ampUnt of rnoln 1009, furrtnp chonr'els. turd croa+3 to inSinttr;d 1.06 Delivery, Storeg0 end Item/ling A Delivery of meloriol9; Deliver'riAturittI' +n ,orirdlnal imager eri pACe. (Igoe, clearly labored with u:Anufclo1un,''9 ++m, +e, ;tom a cliroi'» sill? iriR4lk'n number, tyre and t,14er, r1s o plicalrrr • B, Inspection: Promptly inspect dvllvernF1 InnIoriot); 1110 116.gl,l 01010)y for damage dwin0 shipment end ortln' replacement rnelei;ar, 44 required, do not Ingle!! damaged or p1 ?vl4,,itty faulty c0r)onentn, C..Storey(• S1(uo ►n mrinnor that tt.lU ptovant wag ;AV. 8;!ntchaa; or , domer�l10 0( env. kind Prevent In,m ornnco l070y Gii'O, 1e iclr'e end any Ottie; Gt11,O1:.) Job Cr.'',dillon9 due to stroeci9lhrnto, t qr mAlhrrdr. D. t•►antlting: Heaths',{' c''' ,gr, .' to A0gu' q�eflrA tprt,inp tki or r) tyetcnl cir�Iltn ;< tot r..'.y I:d $.O7 Prolaot Oondttront, A,' ExIo ipn rro'.900nr. (Inc. NyuC'IU'_ .v,4, ;!1;pn ;',oft; fn:iiinIrr ns•t for lite ntr :Niel) 41, E 't'rormanittl foqu4ent0111a 1, [3uu11htg Cort(ltpan9,1' I ti,lp r ^nil tor. and extellor dnnra d )Store luslellallon of gr.'rs1 kk.'' 2. Inferior tompstaturas in bu'!'1ir•0 (.io2y, missive cobra proi' Ic' r syal(m'r (10030'010 Q >^ (20 Alt'(:) A). i .pin +i .n' • tilt, r'TO p17rt;r)nt !7llatf be h■alnicineri trtsr:. U cen,rToonle C. (lootdatolt„ it v.itlt Othrr •r,'nrk 1 t e!nerot' COO(drriht0 Y.Uh •,1'. , , :+ ' +; r:. 't:,,.+ 1: 1r polrPhn►• ing throllqh siding ! +1riud' "fl'F+n.tt:rll; ;;;4i 41,:1 tin lintel Went toed portttion systems 2. Mechanical work Ductwork Mtc'VA r+1.1+301'aiCr, ryltern shall be o0mptele and permanent heating t'1;rattAl't-1'• gal aUSpel,6lon system, 0. Protection: Plated cOtriplalact ':,ark "t. ,.0 0u41:'0n41G0 ;;Stem horn damage durinq Insla +toffee o1 B',inpenr.`;,1' system Components Pert 2 — PPoduate 2.01 Menufeaturer A. Rigid X Drywall evSponston Syslein as munulnCtU18d by t)SO IMOtlnr+a, Coxing Suspension Olvtaign, Westlake, Ohto U.S.A• 2.02 Materials A, Oenorah ATM 0035, ltrtermtldtsie•Culy C1os1tllcetfon, Commer• Ci& quality, celd•rnilmi slept, evposeci curf000l ofelinfshad ht manufacturers standard enutlial panel finish, color 00 Selected from nlenufootttrer's Standard colors. 1 Fire rate : UL datign no...___.,,,__ (See fist ot deelgne available) D, St18pens10h system components: 1, f:it4.10ted'rrloln loos: 3111gte•wur, Ueelpn, 1'1" WO a tai•+ round to)p bulb, 'Y9'• wide Menge, Intogtel Onr,1 spec° 1 7;;'! llhad In mantitAclurar'e etan'iatri enamel paint finish • 2. Furring arose ohanttet: Conned suction, 2,4' wide x W high x 4A" tang, %Vs wide knurled screw aurince, manufacturer') elan• (Mid enamel paint bell, Inlagrnl one "+1411 et o.trh east 3. Futrin0 cross lee: 11" x 48' tong, rolt-rurmed lnln double web deelpn with tecten0ular bulb, IA" knuntod foci nerd it Meal CAP pplettntshgd In nlantifaolulot'A elnnda'd en.'+.,1rra'..,1a!1 filch. 1Bnslio $1O& end Clencho(1 to rob: ill' 89''a a -90ti . Luo.I J ' ; i; t `-i 1 . F''I' IiJI-IE f 10, 21)I33? i'24401 •JrAti. 21 1'!93 (Jt ; F�t•I U90 Interiors Ina. Oct Culling Suepenolon t)Ivlelon' 1000 Crookor Road Wdalrekra, Ohio 44146 (216) Q71.1000 4, Croft In 1' /W" high k 40" tont77,1011.1otmed inln dOUblo.w01) design with rectangular top hull, lie exposed flange ppretinlshed 1r lnanufacturer'o standard baked enamel linteh, htgh4ellalla steel end clenoPind lo web. C. Accessories: 1. Channel molding. U shape, heritr10rl 9r.Igo9, Ilnlshnd ltl marl• ulacturer'e elandArd paint finish, Vie' (tango K I" depth, x 4;I' itargo x 144" Tong, 0. Hen ar wire: Gelve+nlzotl carbon !gee', 9011 temper, preslralched, 1'2 idol o load at local Ihraa lines dool jn toad but not lase than 2,03 Fabrication . , A. Manufacturing: Conform to ASTM C.038 HeanyYDuty Classification daeignad 10 Support gypsum board calling with maximum delleo. Ilon of 'Am, of the !pale D. Main teen: Ro1I.formed non•handted Integral lob over epllco, furring Most channel holes 4" from ends spaced $'• o c., hanger wire holes 4" 0.0. C. ratting crops ohann919, H01I•IOhned h. t•fahOp9.1, tramped locking ends. . C?. Cto9! 1009; Roll4tormod, Intoyral end loch section, (iuuble•locking and aelt•indexIng do9Ipn. E, Finlah• Manufacturer's standard motel (Awening and lirishtng praooah 2,04 Performance form toad 10.0 Ibs r1.F arm load 1).7 lbs Il,p Tug t !d 6S ; T 0 Port 3 Ixeoutten 3.01 tnepeutton A, Examine areas to reoelve materials for conditions which wilt adver• eely of feet Installation. Provide Written report of uneccepioble eurlace9, S, Do not stall work until unAntlalnolory conditions are corroded. C. Work to be concealed; verily work above ceiling Otisponslon system In complete and installed In manner which wilt not &loot layout and knetRilatIon of tuipen9lon Ayflem componOnte, 0. 8oy1nn410 of lttntaltatlon shall elpnity Accoplence of conditions In are to racelvo ceiling suspension eystom. E. Piro rating raquiremonts: Construction above lira rated assembly shell rnegt tequIremonts as applicable to provide lre•roetdlanco rating 9poolliad in Pert 2 • . Produote. 3,02 PrepnrAtIon A. Frail dtrnonstone must be milled pilot to Installation, 3,03 tntitsitntton A. Standard Waterloo:, Instep In accordance with ASTM C638, t;ISCA Installation atandnrds; and other applicable code requirements, 13. Manidaoturer'e (eleronc9; Install Its accordance with Mattulacturer's currant pttnled racommondellons. C. Disviing tolerance: !natal) in accordanco witit epprovod Shop dra *Ingo, 0, Planner Wires: 1. Spacing: Spnca hanger wires on main tees a maximum of 48" n.n . attachtn1 hangars ditsolty to otruoture above. 2. LImllalrona:Oo not support whoa from meulhAnlcoi And/or elec• ideal equlpmonl, piping, or othor equipment occviing above celling, E. Accessories: Install acoeeaortoa 90 appllcahta to rnool the proeocl roqulremnnle, 3.04 Oteantnp A, Removal of debris: Remove ell debris rosult'np horn work 01 Ibis seam, orrrk..... ram....ww. Cbnn� wed h+tKd O ail sad m ki N Iris Cbreurt40, 0 Ra foeklock 266T t Z ''�t''I C . o Qii14 01,89— SLS -9u , wa_13 • . • „atI " trrr r.w w0,1411a0.40J044w1•NoWa w + --- kw,covorivorigisuremstormwsparamommiamolosesse goblin's Rigid Xt 'Tht hnleal iDatitp Drywall Mt$d 1p*cltilo* ttnn Suspension System night X Technlest Path w•.+.�••+.••�N•w..•..•. . —.—..r rr... �+n •••••••••••• Mr ••••• ♦w.►w•w ♦. hr t')unn RIO X drywall suspension system pro• vides a lost, econo'n cal method of Installing a gypsum drywall Gelling while supplying support for lIghting and air hand, ling accessories, The Rigid X drywall oyster,' now offers the choloo of using RCX cross channels or DXLG cross tees for the AltAchment of gypsum drywall, FeituWGtl • • • Choice of 1V(/' wlde•faced cross channels or Cross to s for drywall attachment. • Direct -hung Rigid X scar• rips thnderwrilers' Labora- tories, Ina, (IJI.) fire ratings nt 1, 11/2, , 2 and 3 hours. • Uniquely designed inte- gral reversible splice also provides for tire expansion relief. Rigid X with F1CX 4 Crave Channel i3llitl _.- Web -- 2W•• 1.x',..... / fiCX 4 Cross Channel Algid X with Dna 424 Crae$ 'No 11,4,.,,.,_.,,,1 . DXLG 424 Cross Tae Faco 1/4" 14— i6 /ie" —404 RMX 12• Main Too 11 H.— F1MX 12 Main fee cGd bid TS: 10 '1 • Deslgnod for screw application of q psu►n drywall, Knurled face on both the 11CX cross chen• n0I and DXLG croso too Improves fastening of dry wall strews. • Provides support for a wide range of air handling and Ilghling accessories such as economical 24" x 48" lay -In light fixtures using DXL cross tees. • Accommodates NEMA type t3 or F Ilght fixtures. • Eliminates 11/2" black Iron channel, • Sizable labor savings with factorycontrolled module spacing and snap -tock connection of cross chan- nels and cross lees with main lee. • Low cost components. ' • Components resist twist- ing through locking labs. PICX 4 Uro9s Channel Main Too Splice BMX 12 Man Toe DXLG 424 Cross The Main Too Splice mu 12 _. Main Tan 0r t9- a,!.S -?0 . Mr20 . ';:1 SS 1 801 St Components —11101X PHONE NQ. : 2083772401 Jun, 21 1993 i 1:38PM Pet • DXL 4914 Flre.he►ted Cross Toe (4' (Lengths *- Punched Center) Note: Used fur training light fixtures pr other la•In (Woes only, .,.._._..�...._...,_. .,.........,.......r..,_ .._�� _ ._. iUM 1>I: Wall Chnnnet 112' Lentith. wino OA* • N• M Y.. .r 6.- — .......w�, ..Pwr� - — w.^...q.u1► I v. • elk From : 206-575-6940 •• Jun. 21,1993 01:51 PM P03 ■•••••■••••••••■•••MM1110.0111Mdialliptrolf. IA t P.1.04■••■•••••••11101 (uovai P'alAnuN WWI evileuel V) *0.1. *0610 PoiefiellA OVV Oka 16. ,.11 .161 ". I • s a • . . 7 • (emu poorni) iiiim..01111141.,p).tettuinio v,- IT i'Wo „. wo/EirPeqourid $41.3ttoi as if sal kelsytigi xwi • . OA. • 11/ A04%.1.P.M.11/ 11t*"•"*"...—.4"' N P10111 plueParglear Appltonliono Ht ®td X PotIntcttor Det &ll Pluort3 ent Flxtute (r)S3 1101 hint et. Pit!nrdonanl Flvh tru 4 (Fite-noted) PH. lg NO. : 2093772401 l'393 O1: 3641 V P()3 ' _ 81' Utllt JOInt (Flre•Ratecfl • . 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Pilintelostani Pluittra • 1 0 •••••••./.... tiVk !tam: coo ea* • • • • • ••■•■•••••••••■•••• 1•••••IT . • • 1:101H11 # • • —.—rI 4 1,-41111,11iiiiiiil • (1.5XL0 AM Oros Tee Optional) aum Board '410 • wodwaitmegalvorwwl.tawatiewamms • '10d • 1,4 G: TO :1166T T-d" Ot789-S2.:..;-90F, : wo-IA