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HomeMy WebLinkAboutB12-0035 SPECIAL INSPECTION FOR WALL ANCHORS Q' �� � � i �� SARE , INC . Geo�eahniculEmgineers & Consfruction ,M19a�erialsConsu(tanrs Page 1 of 1 FIELD OBSERVATION REPORT CORRUGATED WALL TlES Project Name : Lions Square Lodge Project Number: 12. 103 DATE: September 14, 2012 DAILY REPORT NO. 12-258 NOTES : As requested, Cesare, Inc. personnel visited the site at 11 : 00 AM on this date for observation of the installation of corrugated wall ties. Construction plans from Lions Square Lodge South Building Renovation, by Melick Associates, Inc., dated 03/30/12 (New Stair Tower), and product submittal documentation from Wire-Bond for the #2000 corrugated wall ties were used to determine general conformance with project specifications. The areas observed today included ; 1 . Corrugated wall tie anchors (clips) attached to masonry, over weather resistant wrap to attach exterior stone veneer. Each 22 gauge clip measured 7" lo�g x 7/8" wide. Clips installed 16" on center vertical and horizontal . Clips attached with one 2-5/8" screw at the center of tie on the exterior of levels 3 and 4 of the N stairwell . In general, the observed areas conformed to the aforementioned documents. (Product Submittal attached) Jessie with Hyder Construction was informed of site observations on site at 11 : 30 AM . The Cesare, Inc. representative left the site at 11 :30 AM . FIELD REPRESENTATIVE : E. Arndt REVIEWED BY: A. Sears —� --�-� � , 3 ,(!�a , '"` . �, � . { a � �� ,� . • �.� _ :�s i ; t�C�� � 2:r-!;+l��' ' ,� ' { ,� � t � G . , .N� r � e ' � � � �,� ��i r ( 1 , � � . � ,�, � � � � $� �`` � '.�� 7105 South Alton Way, Building B � Centennial, Colorado 80112 � www.cesareinc.com Phone 303-220-0300 • Fax 303-220-0442 Rev. 03/12 12.103.masonry.l2-258 PRODUCT SUBMITTAL ■ rr� �� ����i �� �� � � � � �� �� �� � � � �r� � � ���� � � �� �i�� � ����� �■ � i � � # 2000 Corrugated Wall Tie �: � � i�!'IScd :' NE= . .. il _ ii(�' F�VIE"lFD.. £xPlAr::.� iPti �EgUAMIT..LR:::� �.r�.: —�1 �:ggllBhi(1?��l Ni: l •; . � SUB.'d�; SPSGi� 11: � � c.. ! , INCCNdPLE1L- SUEt.lili.'.i. p ._ . __ . . , ; .�.ro �,n. �.,;., .:c.�,_. � .. . . nn� �50�['v - c � . ••., - , �, m1 : � po:Y'nm'. Ay1 �- . � yr�• . . NvF. C..•._:tL: .�.- � . . . .. . . � . ._ . . � . . . . _ .. ♦ 'P �` . . . _ . - . "''�\ � � r � &, • �f, . , ', 9.7. � 2 . Chip Melick .. . . . � .. ` ` q��. v; � ,� j y , u s,. .. � � K:: �; �� � ` A `p r�4 // _� g� I ` /'� P I v s L �{r S . �,t � "�`y: ♦ � �.5 �f . � � � , � . V SHFET ME7AL - (Ca�bon Steel) ASTM A1008 /A7008M �� � � T� ❑ 16 �729euBe t�ll6a arVacdlZineCOellng: A5TMA641lA841M (0.100xperaqlt) iE IF.�ti'tU ❑ T�U [t�ti1513ASCOR72tiC1�L.0 otDlpG a(terfabricatlonlLncCoeting \ ` �E.IGCTEU ❑ REVISF. ,l�I) Af:StilS�ll'C Af53 / b3M-B2 (1.50ozparaqft) ��'�� s�: ❑ SUB�IITSPECIFIF.111TE'.11 StsIM � � eelASTMSBO /A bBOMTYM304 (TYPe availablean 7/8'wld�n[74�bt�g �n�rroa < � .eu,�ir.o�rr>ai ��cf: ���iniiiirii�icv msrcrr �� � �ir. ruai u � u cis; u a � o,iri.i �.< F � . - � rue ofder) �nrux.nrr� . �-icr:. i�. Tur a�.rti,�< , oucru�_.ry riin.� SIIO�e. � � �n�CT 'rn I uFUCIRr�n i : pFTlle � � �. ��U SfECllllCa�it�!�U��.4t (l�AlH! r ri �p 1� HFAPO�•.II�IF FOIi U� ��� �qU�S � QU�� ��tpy�l ( O�III<4! U .� �I� fUkR11..Ait.i� �TTI.I �nnvre: . F.1fIRIt.QItiY 1'HUCFS�I � .:• I� 1l'.i11� I�Utih OF (�,s-. INii � iUA: CO�IHUI:.�ila> Uf14A ��^.�_ 'diiH Illnl O� .�I.LQP{,. I< 1N �OF5: Sbal ProtlOOts (tlata). ,�rn �ur. s,cri<Fnr-r��a� reurou�i.uce or wc �crian. � MiIlGalvanized & HotDlp, . �N�H; M011Pt7� c$: NC�VC�1 67% Post-CAnSUmef � . � � En � . 896 Past Industriel / Pre • MIII Gelvan Consumer ❑ � DI� �Y ', ❑StehdessSieel � Stainless Stael, ' 80°6 Poat Consumer VOCContent - 0% ' II corporero oMce: 400 Roundtree Rd Cheibt0e, NC 20217 MNmPhia Plent: 2385 He�bor Ave. Memphis, lN 38113 TEL: (B00) s49�8722 Fwc: poa� szsa�s� O r�: �eaa) aai-e�e Fnx: (soi) ris-saas ' 1 I M�IIIng Addreu: P.O. Box 240988 Charbtle, NC 28224 Melllny Addre�a: P.O. Bar 13724 Memphis. TN 38113 www.wirebond.com � _� ...__ __ _.. _. _ __..._�..��... . ._' .. i 0 � / � � l � � ; a d �,=� LiVA'2�� F�%'(,7=r.�` �'cs�dzs ° � BUGLE HEAD SELF-DRyLL SCREW - ZINC Drywall to Steel � ER 5454 � O � � � � #2 Reduced PB�IIps Fart # Dia. Length TPI Bulk Qty. Finish Corrosion Thread Head D3a. Drill Capacity SOZ'I Op 6 1 20 i0M Zinc 2a hr, min. &117 FULL S,Q-8.5 mm .033"-. i12" S�Z� 18 6 1-115 20 '�OM zinc �4 pa min. &117 FIJLL 5.0-8.5 mm .033"-,�12" SDZ794 � 7-114 20 $M Zinc 24hr. min. &7t7 FULL 8.0-8.5mm .033"-.112" So2158 6 1-6/8 ZO 5M Zinc 24 hc min. 6-1�7 FULL 8.0-8.5 mm .033"-.712" SDZ176 6 1-718 20 4M Zinc 24 hr, min. 8-117 FULL S.0-S.5 mm .033"-.112" SDZ2 � 8 2318 18 3M Zinc ZA hc min. 6-177 2" B,D-8.5 mm .033"-.112" SDZ 58 8 -5/8 18 Z� Zinc pa hr. min. 6-117 �" 8.0-8.5 mm .033"-. 112" SDZ3 6 3 18 ZM Znc 2q hr. min. 8-177 �� �.0-8.5 mm 033"-.112" Pr4-Twist Darts� Meet ar Exceed ASTM C-954 andlor C.1513 �.� �.--y� � '`� SeRArilling Scr9ws Ul4tnatB CpIL19GHon YalUC ��8 �_.1YL_C' Neminal Metal Tension h py; }Mi � . . riit' I �15fi ��5 CCiR1:ECl'L;D �� � PIe. SCreW Gau e (Pall) Lt1 M t��Cd � �iTaI��. �ia. � L 4 n reh � ' Itili :1� D RESt' 3 ,�11T ��� 25 925 Liii� I7TSif I ( r.BliF �t 22 176 44 � 20 28' m � ioacc.�x � c �� . i.�� �•rv �� irnir � w ,ica� 6 0.138 98 426 �:�sr�.i�2B � i � u¢ugq � o � r ri �i r u�ii � i. �tr , nrt: � tnlSnl� fUA �l �5.int tb . . - � � � � �u�� 16 598 s�'n�'}n , . .r H�.V ',�:r��'.� r< tir � �i� i � ��n t�' 10 14 81'I " � � cmrwnc� nu �s utsr�,�.im.E. Fou ir •� , iu�s 2 1156 �i � cn.ru<��.. v a� < <<�xui i r �� . . � � E: . - . .❑c� � o� c � . , ��, ��. 7 :.�cuu-xnu� i � n�-iyn > �� „ .1 V� � ou�ojg - s� ui, � � � nz i m.i o u _ o ,rc. n�>or.5: t II�F�� VfI ld�l ]4� �if III` NUNh. � j1�0 !lI-Ui. t� '.ti �'!�'CI� 8 0. 164 16 b50 �94 4^2� Ei �}- � � � � C� Ii1' ` '-_1�-- 9 11Q0 Ultimete Value Cherts Screws driven into steel were driven with three exposed threads on the off side of the connection, then pulled oui with testing machine. Note that al] resultx wara obtained in strict adherence to ASTM tast protocol. Thasa ufUmate figures are offered only as a gufde and ere nat guaranteed in eny way by PrimeSOUrce Building Products. A a:1 safety ratlo is recomrnended. Installation Guidelines 0-2500rpm SCrewgun with torque adustment - O�erdriv�ng may resuk in festener failure nr stripaul of the work sucface The fastener is fully sested when the head's bearing surface is countersunk in the drywall. The tastener must penetrate bayond tha metal a minimum of threa threads to comply with flte cotla. ALL PRIMESOURCE FA3T�NERS APo� MANUFACTUK�4 IN AN IS� 9002 ANA ISO 1AA01 CER7IFIED AN� API'ROVEO FACTORY TO PRIMESOURCE PERFORMANCE SpECIFICAT10N5 AND PRINT DRAWINGS. SD023 ozooe, vrimesoumesviamg rraauas, ma 01-22-69