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HomeMy WebLinkAboutB00-047-095 g--77!.. Development Services Department 240 West Huntington Drive,Post Office Box 60021 PERMIT NO. BOO-047-095 / Arcadia,CA 91066-6021 City of (626)574-5416,Fax(626)447-9173 Permit Type: Comm Add/Alt Arcadia PROJECT TRACT NO. LOT NO. APPLICATION DATE ISSUED BY PRINT DATE PERMIT STATUS 6/12/2014 CM 16:29 6/30/2014 Issued Street Suffix UNIT BLG ASSESSORS PARCEL NO. GEO CODE ADDRESS NO. Dir.Prefix Street Name 400 S Baldwin Ave T-387 OWNER MAILING ADDRESS PHONE NO. Westfield Corporation,Inc. 11601 Wilshire Blvd. 12th Floor Inspector#: cris Los Angeles,CA 90025- EMAIL ADDRESS: Plan#: 31299 APPLICANT MAILING ADDRESS PHONE NO. (626)462-8535 Robert Mahlebashian EMAIL ADDRESS: CONTRACTOR/PROFESSIONAL MAILING ADDRESS PHONE NO. FAX NO. Owners Agent EMAIL ADDRESS: License No. Type: Expires: TENANT MAILING ADDRESS PHONE NO. FAX NO. DESCRIPTION RENOVATE BATHROOMS IN CENTER COURT AND FOOD COURT Construction Type UOM II of Units Value Construction Type UOM ? ,uIPtits Value Value Value 30,000.00 $30,000.00 oviaittiti )-1r\,42_-- -.-''gZ'-/S.- i DC OCCUPANCY: Tenant Improve TOTAL VALUATION: $30,000.00 QTY UOM DESC AMT AMT PAID ACCT QTY UOM DESC AMT AMT PAID ACCT each Plan review 358.48 358.48 01-3103 1.00 each SWMF 2 Auto 1.00 1.00 88-3027 1.00 Flat Bldg Issue Auto 44.35 44.35 01-3104 1.00 Flat SWMF Auto 6.25 6.25 88-3027 each Bldg permit 551.50 551.50 01-3104 Bldg Issue ADA 55.15 55.15 01-3104 1.00 flat Elec issue 44.35 44.35 01-3105 1.00 Flat Mech issue 44.35 44.35 01-3105 1.00 Flat Plmbg issuance 44.35 44.35 01-3105 16.00 each Lavatories 199.36 199.36 01-3105 1.00 each Distrib panel 15.55 15.55 01-3105 4.00 Fixtures Urinal 49.84 49.84 01-3105 1.00 Flat Add/Alter Ducts 9.38 9.38 01-3105 34.00 each Ltg fixtures 42.00 42.00 01-3105 SMIP Corn 6.30 6.30 14-2207 grn bldg std 2.00 2.00 714-2203 I.00 Flat SWMF 2 1.00 1.00 88-3027 1.00 Flat SWMF 2 1.00 1.00 88-3027 1.00 Flat SWMF 2 1.00 1.00 88-3027 Total Fees: $1,477.21 Total Amount Paid: $1,477.21 Paid Today: $1,477.21 This permit/plan review expires by time limitation and becomes null and void if the work authorized by the Receipt#: 105536 permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from 01 O l-3103 358.48 the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit 01-3104 651.00 is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Ar- 01-3105 449.18 cadia building inspector for a period of 180 consecutive days. 14-2207 6,30 CALLS FOR INSPECTION INSPECTORS'OFFICE HOURS 714-2203 2.00 88-34, 10.25 Requests for inspection should be made at least Monday-Thursday Friday \\4444,,,,...... ..) one(1)business day in advance of the inspection 7:30 a.m.to 8:30 a.m. 7:30 a.m.to 8:30 a.m. by telephone at(626)574-5416 for onsite work. 4:00 p.m.to 5:30 p.m. 4:00 p.m.to 4:30 p.m. (Closed on alternate Fridays) I µ,poRyi ,�I olio PERMIT/PLAN REVIEW APPLICATION i Development Services Department,240 West Huntington Drive,Post Office Box 60021 �\',,"/�' Arcadia, CA 91066-6021, (626)574-5416,Fax(626)447-9173 City of Arcadia ❑LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve,de- Carrier molish,or repair any structure,prior to its issuance,also required the applicant for such permit to file a signed statement that he or she is licensed pursuant to the pro- Policy Number visions of the Contractors License Law(Chapter 9(commencing with Section 7000) (This section need not be completed if the permit is for one hundred dollars or less) of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption.Any violation of Section 7031.5 ❑ I certify that in the performance of the work for which this permit is issued,I shall by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for ,( � // /7 ^ sale(Section 7044,Business and Professions Code:The Contractors License �,ate d" 7 Signature ( mil/V Law does not apply to an owner of property who builds or improves thereon,or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING:Failure to secure Workers'Compensation coverage is unlawful,and sale.If,however,the building or improvement is sold within one(1)year of shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she did hundred thousand dollars($100,000),in addition to the cost of compensation, not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and ❑I, as owner of the property, am exclusively contracting with licensed attorney's fees. contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property who CONSTRUCTION LENDING AGENCY builds or improves thereon,and who contracts for such projects with a contrac- I hereby affirm under penalty of perjury that there is a construction lending agency tor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: 2 21/\ _____- Lender's Name Date %0 Signature Lender's Address i I- I RTANT:APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RE- STRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures.. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for fur- ther information. Name •a G lad /1 V A 13 a 11 Title C.C.-/-)i t(3..CT . VA PRINT NAME I c: ify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I 'gree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of adia to enter upon the above-mentioned property for inspection purposes. ignature ?P ‘ , Date 0 Co ;e)" r c( r • I 1$111 Des ;Pell.+ct\°c ttd ArIto In erior Upgrade-.013\02-M0Il TMS Production,01_ArchA4.1-1-3.dwg 4-09-14 06:15:01 PM KHUANG CD C I7 ! ; -V"--- I � -V , A my \m� N r r �.� N Z'1 C7 Z 47 I D r- v N • '- 'n rNim 0 pm C7 m° v 0 7a� c w CD �'cp nm� ��n cnw �� !z �m ■ `NS O D y f -- Z ■ Q?n� 3,-t \$)clx7( 4I -3 t.Is'- ■ 1..CJ 3 a � �. 1.{ -- 8 2 v OF W —1 I t; - (E)52•_6• .. �n's'N\, EH l- - t. * y� r, r n P n .o-i m ', ciiì N YT } 3 '- r ;} A�N�'mZ vp rn m • is �.ti l '# ^t D N D 07 Z 7C= r \/ v -! r- r- V N to t c‘ c)R., < D D rnEl v, U m C Z m D m r- -.n m z m C'w m -N G7° ,Qo-m — 2^ m W ° V h. m _..__- __... 2Z al - m° V ) O O O° 46-g• ---. ; • tj N ` I� N a a v ocDil-I Ir.,f Dc3 D 1V m r D m �T D °gym An7:rniwi a AYYKUVAL ruK uxuna t�' .� \ 1suNBEAMER Df UST ABOVE. ..DOUBLE UNIT M OP PAINT(E) ASSEMBLY Atit PT 7.PAINT TEST AREAS AS INDICATED ON o - -- EXPOSED STE _ ; THE CONSTRUCTION DOCUMENT SHEETS -1 STRUCTURE, - CT FOR REVIEW AND APPROVAL BY R S TR(�� DECKING,PIPI BI. MESTFIEID'S DESIGN AUTO SKYUGH IN WI KELLEY'S FRAME COLE' P1 KOOKIES 0 I TYPICAL Clio iihho 0 Pf TY -- 7 / v` p qc -Q< ♦ � ST / STOIA�SLI$PE ,,� ,�:�►'� OE BY OTHERS +• n VV'i y ��i, ► "�t �.. Gizo SCK O// / 'SUPPLY AND '+). \^ ../ / ; SEE STRI4c „�w /w .r w z �� _A — � aI CY w o / IS o 4F //x \a \ (T J. a1 e � SKYL •1 tom\ ♦ .. �♦ p / / \J !.// TkBOVE � I UBLE UNIT +'i _ ' 'c o / / ,SEAM �y� / $EMBLY H p/ 1 QTR ��s \��� I �'/ , � ,�S i\ / l I � s / . ' e; ./r �? / cJ /-LUN�AMER a /F /,� `7 /% SOUBE UN f s \ !,. /� -' ` / \ ` ASSEMBY / i .\-r ' fl : _ // , 1 _: _(E)°SLQPED ; ° - +� \ � / `_ SKYLIGHT / n♦ ♦ o; ABOVE / ^, '•ri�` ' , OE � 4' as, <--,-,-,:s-*--- � . ..♦ • ye®~�yi ® /.._ , .... /' , .--,,,,.„ --...-- 0,--- —_ j,'---r------e,,-...., 1%oor 111,,-, `=� Y SK•It T ' / ,Z:'---'"- •i2* ®�.,�` IINBEAMER/ as ,II; op:7,,,,,U, 11111111i 4:5—' '-'''-'' : . ''=-'-";. I'',' , i„ 1 / '‘,- ,1-,-: 4.41.4.,,- -...... f...,,,/,, , / - --:-A;.:, , ` o QI '! � ¢ter _ M.t • / °.. SUNBEAMER ��� \\ '�" /, -� NEW FRAMED �� \I 'L. GYPSUM BOARD 1vDOUBLE UNIT",,--,....,,,, °_ �; r �♦ CEILING '� I / / ASSEMBLY. �� / �� / �� �, ,�\\�� � .121 � O I //PAINT(E)EXPOSED STEEL O m v7__ I STRUCTURE,DECKING, z 3 a PIPING AND SKYLIGHT �-, m w .__ �, ,' 7 74/./24 /)14 .z., ( ' 1 «ate 2-2-- BY ALVIN GELLER ASSOCIATES SHEET No. DATE "/ �. CONSULTING STRUCTURAL ENGINEERS DESIGN NO. JOB.NO............5.������......... SUBJECT ,O //46. . " > /1 iNs' # 27=/0 C tt• =all .145 •" Z.5 "I. / AA/,/? ' 2Zdt -Z.,041 1 _ 0,4ll) p -19 (1 - 2--) -.,..�. d 6, x3 I� x j� / 11� � 1 �7 il xi � )1:�o ssio /7.? ) 25 w c .�} 4 * STRUCTURAL �t � Ir C¢ EXP.3/31/20ix ' / Q r. ,i)Pv 4tif..04., 0,44.52„--r ...z. of x ,.--._ )873 - 3ri .. .., 41,7# 1 T---- 30 kv x -77., #406 , z‘0,641 >iget :. ;1 cofrate 7/"-- __.0‘ oPF 4 5° 61.4neil&e t 40 6106 ,'lU tc tea, @73(po ) - g 0. /33s :: 4/, 4 3 . - :� .,.k /13 x 4-x /2 _ g3,5 . . . 38q- e i333 o.5 '`'''`.4I :1673t 1 °Z IT, .o to t2 ii. ' +2p2�'�-� flt26 .ate , 0 b' ' ► I / .02'(2 1-.0(912/4 ,O01 .01-1 4- � � 1 . tiz. � q1 . 0"Li' e- ^ 0t4.1 bo 8 1;002-E - . 0'6' 1) - ,035 . • ok- SHEET NO. • 141 DATE. ALVIN GELLER ASSOCIATES DATE....,.1 4� ...... CONSULTING STRUCTURAL ENGINEERS DESIGN NO......I.... JOB.NO........»�»�����....�'......... SUBJECT 6.0i.e:.,2, -ee;:)/M1,.& 6-240.414 -1-o, a4At 1,1/ . tuezileirt-c). .. bec, . a/20 et., r x l -=- 9"1) t4) '-' ?, 'e/i ' /ll—= c) . 418 :v V = x ®� 3, 1 1 - 122 ,.3-1, (,J,i4e," 45: r e_ !22 1,11,1 = /1z 4 c ,��rn.� l s '�� .? -/a-4-e s l� - 2 7.=- 1.)1. 112 * = 3q-2 cs?'17 0 /- X12 �1 aivo-c4,- Zi4 0.,0)-- Aiiind# , ,c,* 19/ "eneAr "1".4444er71- af ) 11 - .6.--/otec.4 oiez-Q,' k Na;e:/aa A,a-71/11-02,-, CriVited co?vp,. o 71 4,d uy 2 . 4112 reks V Zx il1 . 3 4-222x122°= 24-¢ f k.. .- . etie, ,f. `a ,eta �- pair ,� T„_ �, � � �v a.. ' .�-� = X32 ) ���5 p 4 Ga P C; ,�' 74/-Ai � n /'1a,�no .cam k._ �' SHEET NO. 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SUBJECT 4 Z x ' x 18 GA - i. =006 4bil 2 04 21 ' e".01-15 Z -1- ax 0,02z) —1 1 I. 2:' J.- x Mc."/ -.- 12.y.0+-5 .ci- • I\ + .' t --.o-z-z• 5- ( 14. 5] --11-- -‘' -Ir. ' II- -_-_ .o4-1, Y-2. R t 1 _ ` - Cam. w/ V oitt..i wr"r D .... O.to4x, .(,,3l =p 4'08 t-i. o D .....,.....��. 6 .•:-., • 07 — 0 . 041 lieki 3 :,o 5 2 -i- 2 >(.0 283 _ 15 4-x. ,056, - ©.22 ,7 2 z 1 = _e__._2-... f 0. 4,: . - ,,2 / , 7 !a 5 615 -.0283 t2 _ : co vn }" .. 02 6(0 - . 02(01•► — . bl i t in 6, � , o' t1 _ 3 F 1 • o(01,17 ► ►� 6 _ \ i — 4 ) � ) = o . 6' � � � � s '2.21p ) 4 040, _ P 06 4 x ,t,p G = a .4040 rl `� 1 2 L - c'[ c o °ry N c ac O n n o 5 2 1-1\ T) N + N ., O C ZQ N%. q G 7 _1 4 .2 t C) V W Q a Cj +4 Y� L , Z o V c . i G z 2 1O2ni E < 2 -j ig — aff, (p .i ' N rt % * o°.� o Oo co N R Q 1- ++ ^v C a nN. a °$$ .� o w° 4) DI it w M U t; O g fa o-N.+ Q g a. LL O U Q Z m cl- O +1 0 r In 11 .17- ll57/04W % /\ 0 ,47 , in i i \/, rn g�0/ I ,,,„ rn 0 11 2/11 I AN o 0 Vito CS ;�' p CO ( N to N A —or en■ Q N. rn I ri ...i I N I ' Omm a. ■ rl N g _ I 141 � rn• in N O `T A E e.- . Ln-i- 1 I 4 in Ch ., 1, N 1 "' 1 1 ,I tr----N---- N O -a M ri C3 m + Q f://ele6r c, ININIINIIIINIIIIIIIIIINNMIIIIIIIIIIMINIIIIIIIIIII eezelchnung U.Profi1 samiirbar Intormetionen der wrfegenden Die Armstrong Metalided.en AG beensprucht ale Rechte betrefiend 0.40 0 g m M Zeichung.Intomreimen dare.clarion,ohne susdreckiche schr0tiche Errwegrrg von Armsbmg Metaldecken AG,zum Zweck der Ferl gr+g oder des Enkaufs der dergeStreen Prod ide oder Toile weds kopiert nosh in 9 30 p,1 QD I Revisions-Index F. anmrer Form an od to we terpegeben warden. Metal Ceilings by Armstrong ANkel-&Zeichnun s-Nr. C ®darer F Copyright by An tte we Metaidedren AG 2005 Gezelchnet PK/08.12.2000 I Revldiert VA/14.11.2005 IGebriift wry/30.11.2005IFrelgegeben SA/01.12.2005 Massstab 1:1 Ea(°) , Querschnittsflache 115.4 /Flachentragheltsmoment[Ix] 11'173 o I Blegeradlen Innen 1.0 ri'LIII■11111111MO. 1 1- 20 _f �o I/ 10.5 t1 74 x 50=3700(Summentoleranz der Lochung t 0.3 mm/m) 35.5 t1 50 I N_ * 1 N i- 25 ______1 I I ,- I ` 1 _40_40_ _ I ._._..� ._(. 1 — — ._ I `-+J _ _.-40_40_._ 28 I 3746 ------ -- -- — -------- ---------- - 18.3t1 14x250=3500 209.5 18.3 t1 . r — —250 i 40.5 ��i I I . _____cip 1 —.—CID_._ •—.-— CO I 20 _I 35.5 t1 74 x 50=3700(Summentoleranz der Lochung*0.3 mm/m) 10.5 t1 _ L_... i_,_._ .__4040 —__.._._�_______�—____40__40_._--_-- Jr�1 4 �' I I I .— ——.— _ _ _ _40_40_._.. (d1 _._ — — — — ___ _+ — "I---Illy I I _ —E--- I I I cog 1 (85 I = — or r I 28 Gewlcht 0.771 kg/m1 Zugfestigkek 330 N/mm2 Streckgrenze(Rpe.2l 250 N/mm2 Allgemelntoleranzen ISO 2768-m Materlal-Bezelchnurg EN 10326 S250GD+Z140 MAC(Stahl) Oberft$che rot) Bemerkungen 7 Die Armstrong McWklecken AG beanspncht eke Rechte beieffend ••••i e in/� Bezell�ln�s Verbinder 2U U-Profit eanticherinfnro�mnen der briegenda,.zeiennuna.i�« ten G A daraus dunes,ohne ausdriickk:he schrdtiche Einviligurg von Armstrong Metaidecken AG.zum bkeck der Fereg ng oder des _ Enkaufs der dargestePoen Produkte oder Tee eerier kopien noch in Artikel-&Zelchnu -Nr. Revisions-Index F anderer Form an Drina eeitergegcben warden- Metal Ceilings by (Jmstrong rtes 30 0.119 ®copyigrn M Armstrong MetelderJ,en AG 2oog Gezelchnet PK/12.02.2001 Revidlert VA/14.11.2005 Gepruft w8/30.11.2005 Frelgegeben SA/01.12.2005 Massstab 1.1 9.5[3/8] 25.4 [1] 25.4 42[1] 25.4 [1] 9.5[3/8] 6.5 j` 17.5 I I I I N I ._...._._...EI....._._._.EFI. 01 1 -1 I— a • a e {. a i I I i ,11-f�a, I I 91 ,r _____.1. i 1y.__t4L J_u.__.1li ���. _.e. 1w- ! iwi IMO 23.8[7/8] i 47.6[1 3/4] _^ 23.8[7/8] 41 ! 16.5 Gewindetiefzug M6 /1- 2 x 6kt. Schraube eco-fix ' Mat.8.8 M6 x 10 verzinkt I I I I � ?.- -- , j , t 1 1 I I I I j I �t I 0 I I j ul. , I I I I 1 I 1 I I I f -- i i i i i f I 95.3[3 3/4] ra cji 0 ___. < ....... . Ouerschnittsflache 87 mm2 Flachenlragheltsmoment(Ix] 4700 mm4 Blegeradien Innen 1.0 mm Gewlcht 0.053 kg/Stk. Zugfestlgkelt 270 N/mm2 Streckgrenze(Rp 0.2] -N/mm2 A llgemeintoleranzen ISO 2768-in Material-Bezeichnung EN 10327 DX51D+2275 NAC(Stahl) Oberflache roh Bemerkungen Architectural Testing PERFORMANCE TEST REPORT Rendered to: WORTHINGTON ARMSTRONG VENTURE SERIES/MODELS: HD8906,HD890610,HD8906-IIC,XL8965, XL8947P,XL8945P,XL7936,XL8925,XL8926 PRODUCT: XL 7900/HD 8900/SP 135 Drywall Grid System Report No: C5268.01-106-47 Report Date: 03/26/13 Test Record Retention Date: 03/26/17 Revision 2: 10/10/13 130 Deny Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing PERFORMANCE TEST REPORT Rendered to: WORTHINGTON ARMSTRONG VENTURE 9 Old Lincoln Highway Suite 200 Malvern, Pennsylvania 19355 Report No: C5268.01-106-47 Test Date: 01/10/13 Through: 03/05/13 Report Date: 03/26/13 Test Record Retention Date: 03/26/17 Revision 2: 10/10/13 Series/Models: HD8906, HD890610, HD8906-11C, XL8965, XL8947P, XL8945P, XL7936, XL8925,XL8926 Product: XL 7900/HD 8900/SP 135 Drywall Grid System Project Summary: Architectural Testing, Inc. was contracted by Worthington Armstrong Venture to witness testing on their XL 7900/HD 8900/ SP 135 drywall grid system,conducted at the Worthington Armstrong facility located in Aberdeen, Maryland. This report details the grid systems tested,test specimen description and results obtained from those systems tested. Average results are contained in the following tables. Load Test Average per ASTM C 635 Part Number Load at L/360(Ibs/If) Load at Failure(lbs/lt) 11D8906, 48" test span 18.66 72.00 HD890610, 36" test span 43.19 97.89* SP135 HD8906-HC 18.56 74.67 72" test span 4.58 32.67 XL8965 72" center-point 2.75 16.83 XL8947P 12.79 59.11 XL8945P 14.27 62.75 XL7936,XL7918 31.33 91.40* XL8925 76.07 206.36* XL8926 90.25 238.08* *Failure loads determined at Architectural Testing's York,PA facility 130 Derry Court York, PA 17406-8405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com A ilk- C5268.01-106-47 Architectural Testing Page 2 of 12 Revision 2: 10/10/13 Project Summary: (Continued) End Detail Tension and Compression Test Average per ASTM E 580 and UBC 25-2 Tension Load Compression Load Part Number (Ibs) (lbs) HD8906,HD890610,SP135,HD8906-IIC 332.3 650.8 XL8965,XL8947P,XL8945P,XL7936, 380.1 380.4 XL8925,XL8926,XL7918 Main Runner Wire Pull-Out Evaluation Part Number Alignment Mean Failure Load Primary Failure (Ibs) Mode HD8906,HD890610, 90° 407.4 Pull-Through SP135 45° 482.6 Wire Failure 90° 428.7 Wire Failure HD8906-IIC 45° 464.9 Wire Failure Physical Properties(Rockwell Hardness) Nominal Base Tolerance Range Mean Hardness Part Number Metal Thickness (in) (in) 15T HRB HD8906,HD890610 SP135,11D8906-IIC, XL8965,XL8947P, 0.018 0.0179-0.0185 80.6 61.5 XL8945P,XL7936 XL8925,XL8926, XL7918 C5268.01-106-47 Architectural Testing Page 3 of 12 Revision 2: 10/10/13 Test Specifications: The test specimens were evaluated in accordance with the following: ASTM C 635-07, Standard Specification for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings ASTM E 580-09a, Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions UBC Standard 25.2-97, Metal Suspension Systems for Acoustical Tile and for Lay-In Panel Ceilings ASTM E 8-08,Standard Test Method for Tension Testing of Metallic Materials ASTM E 18-08b, Test Methods for Rockwell Hardness and Rockwell Superficial Hardness of Metallic Materials ASTM C 645-09,Standard Specification for Non-Structural Steel Framing Members Ceiling Grid Systems Tested: The following table lists the suspended ceiling grid systems which have been tested in accordance to the specifications referenced above. Load Testing Per ASTM C 635 Part Number Description Length Tested at 48" HD8906, Heavy Duty Drywall Peak Form on Center AD890610, Capless(0.018" Substrate)Main Runner Tested at 36" SP135 on Center HD8906-IIC Heavy Duty Drywall Peak Form Capless Tested at 48"on Main Runner Sound Grid Center Tested at 72" on Center XL8965 72"Drywall(0.018"Substrate)Cross Tee Tested at 72"with Center-point Load XL8947P 50" Drywall (0.018"Substrate)Cross Tee Tested at 50" on Center XL8945P 48"Drywall(0.018" Substrate)Cross Tee Tested at 48" on Center XL7936 36"Drywall(0.018"Substrate)Cross Tee Tested at 36" on Center AMIN A C5268.01-106-47 _ slik—Architectural Testing Page 4 of 12 Revision 2: 10/10/13 Ceiling Grid Systems Tested: (Continued) Load Testing Per ASTM C 635 Part Number Description Length XL8925 26"Drywall(0.018" Substrate) Tested at 26" on Center Cross Tee XL8926 24"Drywall(0.018" Substrate) Tested at 24" on Center Cross Tee End Detail Tests per ASTM E 580 and UBC 25-2 Part Number Description Length HD8906,HD890610,SP135, High Strength Integral Clip All HD8906-IIC XL8965,XL8947P,XL8945P, XL7936,XL8925,XL8926, High Strength Stake-On Clip All XL7918 Test Specimen Description: The following table lists the average dimensions of items tested. Height Flange Substrate Part Number Thickness Material (in) (in) (in) HD8906, HD890610, 1.690 1.499 0.0181 Galvanized Steel SP135 HD8906-HC 1.689 1.498 0.0180 Galvanized Steel XL8965 1.500 1.501 0.0181 Galvanized Steel XL8947P 1.501 1.504 0.0181 Galvanized Steel XL8945P 1.512 1.501 0.0180 Galvanized Steel XL7936 1.507 1.504 0.0180 Galvanized Steel XL8925 1.508 1.504 0.0181 Galvanized Steel XL8926 1.497 1.508 0.0181 Galvanized Steel • � 6711L. C5268.01-106-47 Architectural Testing Page 5 of 12 Revision 2: 10/10/13 Test Procedures: All deflection measurements were taken using a 1.000" by 0.001" digital indicator and recorded the movement of reference points on the ceiling grid system components to an independently rigid steel support structure. Loads were applied using 1 lb zinc weights uniformly distributed. The Architectural Testing representative recorded all weights using Worthington Armstrong's verified,calibrated scale. All measurements were taken once the digital indicator stopped moving and made to the nearest 0.001". This process was repeated until the ceiling grid systems failed. End detail compression and tension tests were performed on Worthington Armstrong Venture's Chatillon Model UTSM Universal Testing Machine (WAVE 0941.42). Loads were applied at a rate of 0.5 in/min and measured with a calibrated force gauge located on the test apparatus. The tensile tests were performed on a Lloyd Instruments LR 30K Universal Testing Machine. A total of six coupons were prepared by WAVE from samples obtained from the ceiling grid systems. Each coupon had a nominal 2.500 inch long by 0.500 inch test area. The specimens were stripped to base metal for measurement and individually installed into the tensile test fixtures. A 20 pound pre-load was applied to remove any slack in the sample prior to installing an extensometer to the 2-inch gauge length. Applied loads, maximum loads and elongation of the specimens were recorded using a computer procedure for the Lloyd Universal Testing Machine. The yield strength and yield point for each coupon were determined by plotting a stress-strain diagram. Thickness, length, and width measurements, before and after testing, were taken using 0.001 inch digital caliper (Asset No. 6381-1)and a 0.0001 digital micrometer(Asset No. 6381). Wire pull-out tests were performed on a Chatillon Model UTSM Universal Testing Machine (WAVE 0941.42). Loads were measured with a calibrated force gauge located on the test apparatus. Main Runner Specimens were secured both horizontally(90°)and at a 45° angle to the test stage and 12 gage wire threaded through a pre-punched hole in a manner representative of field installation conditions. Tensile load was applied at a rate of 0.5 in/min perpendicular to the specimen length until failure was observed. Superficial Rockwell hardness measurements were made on six samples of material taken from untested tensile coupons, coil stock or component retained materials. The samples were acid stripped of their galvanized coating. The testing was performed on a Wilson Rockwell Model C523-S Digital Hardness Tester (97356412). Hardness testing was performed in accordance with ASTM E 18, Test Methods for Rockwell Hardness and Rockwell Superficial Hardness of Metallic Materials. Steel thickness measurements were made using a Mitutoyo IP65 Digital Micrometer with ball anvils(WAVE Asset No. 6381, Cal. Due 04/22/2013). A, �1114■- C5268.01-106-47 Architectural Testing Page 6of12 Revision 2: 10/10/13 Test Results: The following tables contain the individual results of testing. Load Test Results per ASTM C 635 Load at L/360 Load at Failure Part Number (lbs/If) (lbs/If) HD8906, 1 19.00 72.00 HD890610 (48") 2 18.38 72.00 SP135 3 18.60 72.00 Average 18.66 72.00 11D8906, 1 43.96 99.12 * HD890610 (36") 2 43.30 101.11 SP135 3 42.31 93.43 * Average 43.19 97.89 * 1 18.58 76.00 HD8906-IIC 2 18.65 73.00 3 18.46 75.00 Average 18.56 74.67 1 4.62 35.00 XL8965 2 4.52 30.00 3 4.59 33.00 Average 4.58 32.67 1 2.73 17.00 XL8965 (Centerpoint) 2 2.77 17.00 3 2.75 16.50 Average 2.75 16.83 1 12.73 59.53 XL8947P 2 12.72 60.58 3 12.94 57.21 Average 12.79 59.11 1 14.00 64.00 XL8945P 2 15.00 64.25 3 13.81 60.00 Average 14.27 62.75 1 31.00 95.56 * XL7936 2 31.00 91.19 * 3 32.00 87.46 * Average 31.33 91.40 * 1 74.77 200.21 * XL8925 2 73.68 208.34 * 3 79.75 210.52 * Average 76.07 206.36 * 1 91.37 246.36 * XL8926 2 88.08 254.62 * 3 91.31 213.26 * Average 90.25 238.08 * * Failure loads determined at Architectural Testing'.s York, PA facility �11■. C5268.01-106-47 Architectural Testing Page 7 of 12 Revision 2: 10/10/13 Test Results: (Continued) HD8906,HD890610,SP135,HD8906-IIC Main Runner End Detail Tensile Evaluation Peak Tension Load Sample (lbf) 1 362.6 Straight 2 341.8 3 308.2 Subset Average 337.5 1 348.7 5° Offset Up 2 324.4 3 298.0 Subset Average 323.7 1 296.9 5° Offset Down 2 333.6 3 343.9 Subset Average 324.8 1 329.7 5° Offset Left 2 351.3 3 316.4 Subset Average 332.5 1 357.0 5° Offset Right 2 329.6 3 341.8 Subset Average 342.8 Series Average 332.3 HD8906,HD890610,SP135,HD8906-IIC Main Runner End Detail Compression Evaluation Sample Peak Compression Load (lbf) 1 634.0 Straight 2 668.5 3 649.8 Series Average 650.8 4 C5268.01-106-47 Architectural Testing Page 8 of 12 Revision 2: 10/10/13 Test Results: (Continued) XL8965,XL8947P,XL8945P,XL7936,XL8925,XL8926,XL7918 Cross Tee End Detail Tensile Evaluation Peak Tension Load Sample (lbf) 1 403.2 Straight 2 385.2 3 378.3 Subset Average 388.9 1 379.2 5° Offset Up 2 384.3 3 355.6 Subset Average 373.0 1 381.1 5° Offset Down 2 385.2 3 374.6 Subset Average 380.3 1 383.6 5° Offset Left 2 393.6 3 364.2 Subset Average 380.5 1 375.8 5° Offset Right 2 373.8 3 383.6 Subset Average 377.7 Series Average 380.1 XL8965,XL8947P,XL8945P,XL7936,XL8925,XL8926,XL7918 Cross Tee End Detail Compression Evaluation Sample Peak Compression Load p (lbf) 1 386.2 Straight 2 381.1 3 374.0 Series Average 380.4 C5268.01-106-47 Architectural Testing Page 9 of 12 Revision 2: 10/10/13 Test Results: (Continued) HD8906,11D890610,SP135,HD8906-IIC Drywall Main Runner,XL8965,XL8947P, XL8945P,XL7936,XL8925,XL8926,XL7918 Drywall Cross Tees(0.018") Tensile Test per ASTM E 8 Property Sample Value Average Base Metal Thickness All 0.0180" Average Yield Strength by Offset Method All 56,400 psi Maximum 35,870,000 psi Young's Modulus(Modulus of Elasticity) Average 24,050,000 psi Sample No. 1 68,560 psi Sample No.2 67,520 psi Sample No. 3 64,550 psi Tensile Strength Sample No. 4 59,610 psi Sample No. 5 64,300 psi Sample No. 6 65,620 psi Sample No. 1 618.5 lbf Sample No. 2 615.9 lbf Sample No. 3 585.6 lbf Ultimate Load Sample No.4 540.6 lbf Sample No. 5 586.6 lbf Sample No. 6 595.3 lbf Sample No. 1 12.7% Sample No. 2 13.9% Sample No. 3 17.1 % Elongation Sample No. 4 15.3 % Sample No. 5 13.2% Sample No.6 14.1 % Sample No. 1 12.9% Sample No.2 14.1 % Sample No. 3 17.6% Reduction of Area Sample No.4 17.6% Sample No. 5 18.5 % Sample No.6 13.9% Sample No. 1 0.01790" x 0.5050" Sample No.2 0.01810"x 0.5050" Measured Test Section Dimension Sample No.3 0.01800" x 0.5050" (Base Metal Thickness x Width) Sample No.4 0.01800" x 0.5050" Prior to Testing Sample No.5 0.01810"x 0.5050" Sample No.6 0.01800" x 0.5050" Ilk C5268.01-106-47 Architectural Testing Page 10 of 12 Revision 2: 10/10/13 Test Results: (Continued) Main Runner Wire Pull-Out Evaluation Failure Load Failure Mode Part Number Test Orientation (lbs) 494.8 Pull-Through 407.4 Pull-Through 90° 423.2 Pull-Through 415.1 Pull-Through HD8906,HD890610, Minimum 407.4 Pull-Through SP135 465.1 Pull-Through 45° 487.1 Wire Failure 495.7 Wire Failure Average 482.6 Wire Failure 449.4 Wire Failure 90° 406.3 Wire Failure 430.4 Wire Failure Minimum 428.7 Wire Failure HD8906-HC 460.4 Wire Failure 45° 462.3 Wire Failure 472.1 Wire Failure Average 464.9 Wire Failure Physical Properties(Rockwell Hardness) 0.018" Base Metal (Nominal) Tolerance(0.0179" -0.0185") Sample No. 1 2 3 4 5 6 Average Thickness(in) 0.01790 0.01810 0.01800 0.01800 0.01810 0.01800 0.01800 Hardness(1ST) 81.80 79.80 79.60 80.40 81.20 81.10 80.65 Hardness 65.0 59.0 58.0 61.0 63.0 63.0 61.5 (HRB) Alk • �� C5268.01-106-47 Architectural Testing Page 11 of 12 Revision 2: 10/10/13 Architectural Testing will service this report for the entire test record retention period. Test records that are retained such as detailed drawings, datasheets, representative samples of test specimens,or other pertinent project documentation will be retained by Architectural Testing, Inc. for the entire test record retention period. Results obtained are tested values and were secured using the designated test methods. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimens tested. This report may not be reproduced, except in full, without the written approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, NC: /1/7"..wl* (Pit Nei Digitally Signed by Scott ScaIorn SAY Signed for:Gary Hartnett by Nan L Home Scott D. Scallom-Technician I Gary Hartman, P.E. -Director Components/Materials Testing Components/Materials Testing SDS:sdsjas Attachment(pages) This report is complete only when all attachments listed are included. Appendix A-Photographs(16) - i 1, le G f I ii 1 1 I v "......, 16R !FP:144Yi,'I 1 i I 1 i 0 ......... .f It � �a6qY fj 9i * gope 9F ii aiie x; I Q r, C YY�#R !O p 5Y`�5 6TTi =&p�i�ygY � i 4i! ; E !Q 11i,ll �@41 y. G WO!! igr!! ieifip 6'a. I ?is . r,,..^9 G i� / .. ;,I .i. 'F '-'' g I L s 0 i \ L . . 0 9 0 '''''' 0 'IN Raw $ F A flint 41 : ! 11 ! ! i i ! f Pli il 91 q g pp W-1 1401- Li. 1 . 1 r 1 I 7 9 ...:. r Loe„,i . 11 I. i4:1 4> O i� l 8 Rg 111 �� �� rn R $ ;1 a O Lam+ i iiii i 1 og 0 w. 100 1 IPIrli #�1p i� iLViz. 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