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<br /> 3 GENERA�NUTES EIFS C#.ADC}1NG
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<br /> � 9. CC�N�TRUGTftJN SNRLL.BE EN ACCC}R�ANCE WITH T"HE 2015 INTERNATfONAL EXISTlNG
<br /> � BUILdiNG CODE ANQ OTf I�R NATIONAL CQRISEN�US CODES ANd�TANDARDS AS SET 1. MANUFACTUREF�:
<br /> � FORTH IN TH�SE NOTES. ALL APPLICABLE AMENDMEI�TS AS AL1C?PTEO BY THE CITY t�F ENGINEERS
<br /> � EVERETT, WA SHALL APi��.Y. . �UBJEGT TCt Ct�MPLIANCE WITH REQUIREMENTS, PROVIC}E PRC7DUCTS �Y DRYVlT ARCHITECTS =�
<br /> Q SY�TEMS, INC. �
<br /> � 2. PERF'C}ftM WC?RK IN AGC4RC}ANCE WITH THE APPLICAB�.E REQUIREMENTS OF THE MArI'ERIALS SCIENTIST�
<br /> � LRTEST EDITIC}N C�F TNE WILLIAMS �TE{GER OCCUPATI{JNAL SAFETY AND HEALTH RCT • BASIS IF DESIGN PRODUGT:THE DESIGN t�F EIFS IS BASED UN OUTSULATIOt�
<br /> r., (QSHA}. (WiTH BRCKSTUP R!T A1R ANL�WATEE�RES}STIVE BARRIER) .
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<br /> � � 3. CONTRAC�'OF2 lS RESPC7NSISLE FQFt WAYS ANQ MEANS t�F WCIRKAS SPECiFIED IN 2. MAT�RIALS:
<br /> � a�Aw��v�s Arv� rvoT�s. F Wiss, Janney, Elstner Assc�ciates, Inc.
<br /> N 9�4 �auth Harney Street
<br /> � 4. WiSS, JANNEY, EL.STNER A8S{7CIATES, INC, (WJE)WIC.L.NOT HAVE GQNTRCIL UVER UR BE • CC�MPA7161L1TY: PRUVII�E SUSa1"RATES,ADMESEVES, FASTENERS, B{7ARD
<br /> Seattle, Washington 981�8
<br /> � IN CHARGE dF CQNSTRUCTION MEANB, METH('�DS,T�CHNIQUE�, SEQUENCES�R INSULATION, REINFORCING MESHES, BASE AND FINISH CC}AT SYSTEMS,
<br /> � PR�CEDURES, SAFETY PREGAUTIUiVS AND SAFETY PROGf'ZP,MS EN CONNECTIUN WITH THE SEA��TS,AND ACCE��URIES TNAT ARE COMPATIBLE W17H ONE AN{�THER ANl� �0�.��2.'I44�I t@) � �06.���,074'� fi�X
<br /> � PROJECT. WJE WI�.L NOT BE RESPC7NSIB�E FCIR THE SCHEDULES OR ASILITY`I'C7 CARRY APPROVED FOR U�E BY EIFS MANUFACTURER FC}F2�TNE MANUFACTURER'� www.wje.com
<br /> � OkJT TNE PROJEC7' fIV ACCORDANCE WITH CONSTRUCTIC�(� DOCUMENTS. WJE WI��NOT SYSTEM SPECIFIEE7. Neadyuarters&Laboratoriss:North6rook,lllinois �
<br /> w HAUE C(�NTRC?1.OVER C}R GHARGE C?F ACTS�'JR t3M15SIfJNS C}F TNE CUNTRRCT�R, • SASE CUAT AND IN�U�AT1�3N B(3ARD AC?HESIVE: "G�NES15". A#lanta{Austin�Boston(Chieago�CleveEan��Dallas�Denver([�etroit �`.
<br /> � SUBCONTftACTC7RS, OR TNEIR AGENTS C7R EMPLC?YEES,QR��{7TMER N�.7N-W.1E PERSONS . Fi�11SH Ct�AT: 100°la ACRYLiG V1IlTH INTEGRAL CC}I�(�R AND TEXTLIFtE. S�LECT Monalulu�Houston�Los Angeles��tinneapops�New Haven�NewYark -
<br /> .- PERFt'�RMING PORTIC?NS OF THE PROJECT. PRpDUCT TNAT WIL�MATCE-I ADJACENT F#�11SH Ct7AT APPLICATIC7NS, FINI�H Princeton(San Francisco C Sea�le�South Florida�Washington,D.G
<br /> � CQAT CC}�ORS, TEXTURES AND PATTERNS TO MATCH EX(STING. '
<br /> "' S. ��AVE INTACT AND UNDISTURBED ELEMENTS THAT ARE T{�REMAIN.
<br /> � • MESN: "PANZER 2t3" MESH AN�"DETAILED Ct�RNER MESH". '
<br /> � 6. Dt}NOT UNREASt�NABLY ENCUMBER THE SITE WITH MATERiAL�t�F� EQUIPMERIT. . INSULATIC}N BC�ARQ: EXPANDED POLYSTYRENE. MATCN EXISTING THICKNESS.
<br /> 's.� CQN�INE MATERIA�S AND EGtUIPMEM1IT PER TH�C}IRECTI(�N (�F TNE�WNER OR UWNER"� . WEATNER R��lSTIVE BARRIER: "BACKSTOP NT" �f� ,...v.._ _v. .... . �; .;:�
<br /> •� R�PRESENTATIVE, DO NOT�t3AD STRUCTUR�WITH WEIGNT THAT MAY ENDANGER
<br /> ;� * LIG2UID APP�fEC7 FLASHING: "'AQUA FLASH".
<br /> � STRUGTURE. ASSUM�FU��RESPC?NSIBI�iTY FCJR PROTEGTION ANi��AFEK�EPING QF �:� �`��' �f�1t
<br /> � PF'�4DUCTS STOREE}CJ(�! PREMISE�. MOVE �TC7RED PRODIaGTS WHICH INTERFERE WlTH � GYPSUM WALL.B(�ARD; MATCH EXISTEt�3.{'a IN�`YPE AN[)THICKNESS.ANCFifJR TO ��"� �>t �`��'r� ���-
<br /> � C}PERATIONS �F OWNER. STCIRE MRT'ERIALS Oh1�.Y IN AREAS PR{�VIpEQ BY{�WNER. ST�EL FRAMING WITH NON-CflRRt�SIVE SCR�WS CC?MPATIBLE WI1'H FRAM(NG �,��' �n �`�.�
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<br /> � METAL. � �«'� � ��
<br /> rn 7. Tt-{ESE DRAW�NGS ANQ N(7TES APPL.Y T�THIS PROJECT C7N�.Y AND SHALL f�EC}T BE U�ED . SEAI.ANT: DC7W 795, GC}LQR l't� MATG�-i EXISTING SEAI..�ANT USED (N SIMILAR � ,��; ,�-' �:
<br /> � F{�ft OTHER PURPOSES WITH{.�UT TFIE EXPftESSEb WRITTEN CUNSENT OF WJE. C3ETA{��. USE BACKER RODS AND B{�N�7 SREAF�ER TAPE T(�PREVENT 3-81UED : �
<br /> � ADHESi�1�i. ����f�ts��.������''� ^�.
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<br /> ,�, � 8. WJE IS NOT R�SPONSI�LE FC7R CQNS7'F2UCTIC}N THAT VARIES FRC}M TH�SE N{�TES ANC? E 35�����,�
<br /> �`? DRAWINGS.
<br /> � 3. INSTRi.�AI'10�1: .
<br /> 0 9. FURNISN �ABUR, MATERIALS, EQUIPMEtVT TRANSP{}RTATION ANC� If�CIC�ENTALS . , , `_.i .
<br /> �;; NECES�ARY Ai�t� REQ�11REq 7'C}PERFflfZM THE Wt)RK A�ID TO BRlNG TNE PRC�JE�T T� T Date: 20i8{}2:21 14:47 5�-fi8'0{}'�
<br /> ` + GYPSUiVI AND C?RIEt�TED STRANQ BC}ARD SHEATNING: (Rl ACCQR�ANCE WITH GA
<br /> �,, CGMPLETIt�RI.ASSUME RESP{�IVSIBILITY FdR E�EMENTS OF�ONSTI�UGTIt)N NQT 253, ASTM C1280 AND THE BQARD MANUFACI`UR�R'S WRITTEN
<br /> � SPECIFfCA�LY €7ETAILEC?TNAT ARE N�CE�SARY TD COMPLETE TNE Wt�#�K SFi�7WN. REGOMMENDATICINS. S�REUIlS ARE PERMITTED. NAILS AND STAPI.ES ARE N�T Consultants
<br /> o PERMITTED,
<br /> �,; 1(}. NEW GQN�TftUCTION SHAL.L BE WEATHER AND WATER TIGHT AND PRUTECT B(JTH NEW
<br /> AND EXI�TING Ct7NSTRUCTIC?N. + A1R 1 MQISTUR� BARRIER: C0111iPLY WITM EIFS MANUFACTURER'S WRITTEN
<br /> ENS7RUCTEt)iVS FC7R INSTA�Lf�TIC7N AND DETAE�ING OF AIR/MC?IS7URE BARRIER.
<br /> s GEN�RA�: COMPLY WITN EIFS MANUFACTURER'S WRITTE�1 INSTR�fCTIUNS�OR
<br /> EXIS7lNG C4NDtTIdNS EIFS 1NSTAL�.AT1C}N .
<br /> • �ASE Ct�AT:APPLY TO EXPC�SED SURFAGES C7F INSULATIC}N IN MINIMUM ��
<br /> 1. 4NFt)ftMATtQ�! SHC}WN REGARDING EXISTlNG STRUCTUF2E USEL}1N THE DEVEL4PMENT THIClCRfESS RECC?MMENDEC7 IN WRITING BY EIFS MANUFACTURER BUT NUT LESS '
<br /> C?F THESE DRAW(NGS ANC} NC}TE�HAS BEEN BA�ED UPC}N A LEMITED VlSl1Al.EXAMINAl"IC}N TNAN�e INCH.
<br /> �F EXPt}�ED CUNDITiQNS.ALI,.EXISTlNG CC?NDITIQN t71M�NSftaNS ARE APPRQXIMATE. . REIN�C�RCIi�G M�SH: CC�MP��TELY EMBED MESH IN WE7 BASE COAT,APPLYING .
<br /> 2. MEASURE AND F1E�0 VERIFY REQUIREQ DIMENSIC7NS AND fNFt7RMATICIN,AR1D AQDITIONAL BAuE GC}AT MATERIAI.IF�iECESSARY, SCJ TNAT M�SH COLOR!S NU1'
<br /> DETERMINE EXISTING G4NDITIC}NS PRIC�R TO PRUCEEDING WITH THE W�?RK t�R V[S1BLE AND PATTERN IS Nt?T TE?CTURALLY C}ETECTABI�E,
<br /> FABRICATI{7N C?F CC}MPC7NENTS. * FINISH CC}AT:APP�Y TO PF2t�E3UCE A U4�iF�RM FWISH{7F Ct�LOR AND TEXTURE
<br /> MATCNI�IG RPPROVED SAMPLE FREE C)F CC7LD JC.?It�T, SNADC}W L.INES A(Vi�
<br /> 3. REPORT SIGN[FICANT VARIATiQNS FRGM 3HE DIMENSlt�N�AND CCINDITI{�NS SHOWN C}iV TEXTURE VARiATIC}�15.
<br /> THESE DRAWINGS TC)THE ENGINEER. �RRORS DiJE T�}FAI�UR�TQ VERIFY SUGH . TRANSlTION NEW EIFS TC}EXISTING IN ACC4RDANGE WITH ElF�
<br /> D {NF4RMATIC7N SHAL�.BE PROMPTLY RECTfFIEQ WITHt}UT A�QITIC}�IAL COST�'�TH� MANUFACTURER'S PUBLISHED lNSTRtlCTIfJNS. a
<br /> OWNER,
<br /> 4. PftOCE�DING WITN Wt�RK SHALL ENDiCA7E THAT TNE REQUIRE[� IN�C7RMATI4N F(�R Project
<br /> ACCURATELY PROCEEL7ING WlTN W{JRK HAS BEEi� MEA�URED AND VERIFIED. ,
<br /> 5. GONCEAL.ED CCINDITIt}NS AFF�CTING 1'H� SPEGIFIED Wt�3RK SHA�.E�BE BFtOUGHl'TO THE �s F�,✓ f"'1T .
<br /> ATTENTI{aN L"?F THE ENGINEER. •
<br /> 6. PRC}TECTIt)N: PRIQR TC,� INITlA�'IQN {�F SE�ECTIVE[�EMOGII"IUN WQRK, ���TA�� ���R E M��T V 1 LL.AG E
<br /> TEMPf3RARY PRC}TECTIC7N SYST�MS RS REQUIREL�TQ PREVENT DAMAGE T(J �}CTERIt�R t)R
<br /> INTERIOR SURFACES, FINISFt�S 4R BUILDING Ct3MPt)NENT�BEL(�W C7R ADJACENT T(J THE ��� � EV�r���PI�I 1l V C��
<br /> WORK AREAS THAT MAY BE A��ECTED BY TNE Wt�RK IN PR{?GRESS.
<br /> SfiRUCTURAL�TEEL �V�i�E���y YVA :JVGIJ�
<br /> 1. �TFZUCTURA��TEEL CQNSTRUCTIgN SHALL BE 1N ACCC?Rt}ANCE WITH TNE 2010
<br /> SPECfFICATlC�N FC}R STRUCTtJRA�.STE�L BUILDINGS(ANSIIAISC36t3-10}AND TNE 2010 AWS ,
<br /> D1.9 "STRUCTURAL WELDING CODE-STEEL.'�
<br /> 2. AL.L.BARE NEW�R EXl�TING STEEL SHALL E�E COATED WITH A PRIMER AREC�FI�ISN Ct�AT '
<br /> TO MATCN EXISTfNG PRIC}R TC7 CC?VERING WlTH C7THER MATERIALS OR FlNISHES.
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<br /> 3. ANCH{�R Bt3LTS FOR STRtJCTURAL STEE�.SHA�L BE ASTM A3Q7.AIVCHC?R BC}LTS SHA�.�
<br /> BE �P(�XY SE7.
<br /> 4. NEW WEL{�It�G FILLER M�TAL aHALL BE FEXX=7QKS1, Lt}W HYDROGEhl.AL�WE�DING AM G R���N
<br /> SMALL BE PERFI�RMED BY WABO CERTI�IED WELt?ERS Ft�R THE UVE�Q TYPE(S)AN[�
<br /> �a�►���N�S, ����E����. TECH�OLC��IES, IN�. :
<br /> 5. �X1STIh1G BA�E METAL ��G�3� 72�d Ave��ae �ou�h ,
<br /> • MI�XIMUM TM}CKNE�'uS=0.255 INGN�S �\�iC��} 1IV,�'"r +✓Vt�.T�� �
<br /> • MINIMUM`CHICKREESS =0.125 1NCNES
<br /> 6. NEW St�Fi��EMEN7AL STEE�,SECTIONS:
<br /> • ,4LL NEW STEEL SHAPES, PLATES AND E3ARS:A�TM A992, UNLESS NOTED
<br /> OTHERWISE.
<br /> 7. AL.L WELDS SHA��B�VISUALLY INSPECTED IN ACC{�R(JANCE WlTN THE �ATEST EDlTItJNS
<br /> C}F AWS C71.1, CLAUSE 6 AND AlSC 360, CHAPTER#�. ,
<br /> � CC}LD F{�RMED STEEL ,
<br /> � $
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<br /> ri�; 1. STEEL TRACKS A�lD WALL�7UDS USED�OR INT�R!{�R AND EXTER14F2 FRAMING SHAt�L •
<br /> � "o C{�ItlFORM TU AS�"M A1011 SS, G#�ADE 55, C�ASS �
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<br /> �:� INJECTABLE ADHESIVE EPDXY MUl2TAR AND RC1WEk.PR(7CEDURE a �f��� �� ���
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<br /> G�, 1. �OE'� INJEC7ABLE ADNE�IVE EPt7XY USE NI�.TI HIT-R�5Q0-�D EPC?XY MORTAR. AT2axsst�t�c���}
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<br /> ,`� ; 2. DRILLED-!N C}QWEI.S: ,
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<br /> � " • DRI��H�LES WITH RUTARY IMPACT HAMMER DRILLS USlNG CARBIDE-TIPPED Date 21 FEBRUARY 2018 �
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<br /> � n BITS, HOLLOW DRILL B13 SYSTEM, C?R C4RE DRILLS USING QIAMt�1�C}G{7RE 617S.�
<br /> .�� ALL HQLES SNA�L BE DRILLED PERPENDICUL.AF�TO THE CO►VCRETE SURFACE. Drawn BRS
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<br /> °� • EMBEDDED iTEMS: IDENTIFY Pt)�1TIdN(7F REINFC}RCING STEE�AND OTHER �h�;Gk�� TLT/MRNl1JRC
<br /> ;� ENIBEDDEC7 ITEMS PRiOR T{�I�f21LLING HCtI,ES FC)R DfJW�LS. EXERCI�E CARE IN
<br /> � � CORING t}R DRIL�lNG 1"Q AVOID DAMAGING EXISTING RElNFORCING QR g��fe :AS N(�TED
<br /> � .,; EMSEC7DED ITEMS. NOTiFY THE EI�GINEER!� REINFC}RCINC STEEL C}R OTHER
<br /> �Q � EMBEDDED ET�MS ARE�NCC}lJNTERED DURING DRiLLING.
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<br /> � ,�,� GROUT (/+�j /{��-
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<br /> � ; 1. GROUT F�}ft BASE PLATES SHA��B�SHRI�JKAGE-CqMPENSATING GR4UT:ASTM���07 ,
<br /> � � FACTORY-PACKAGED WITH N4N-METRL�IG AGGREGATE; MIXED WITH WATER TO
<br /> -°� GC�NSISTENCY SUITAB�E FQR APP�ICA3'I{�N AND 3t}NlINUTE WC}RKING TIME. GRC7UT�HA�L.
<br /> � j ACHIEVE A MINIMUM COMPRES�IVE STRENGTH C�F 4000 PSI IN 7� HOtJRS. GR{�UT SHALL Sheet Title
<br /> � � NC7T HAVE ANY CHLORIDE-CONTAINING ADMIKTURES.
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