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, � 1 2 3 „�. 5
<br /> � � GENERAL NC}TE FRAM�NG LUMBER . .
<br /> GRADES & STRESS�S SHALL CONFORM W(TH LATEST EDITtUN �F "WESTERN LUMBER GRADING STEEL; (N ACCORDANCE WITH IBG SECTION 17Q5.2,1 AND AlSC 360 REFERENCED
<br /> p THE FOL.LOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE �f0 BE I�AT�ST RULES", WWPA C?R "STANDARD NO. 17 GRADING RULES,FC)R WEST COAST LUMB�R", WCLfB. ALL STANDARDS.
<br /> EDITIO�(. LUMBER S4S AND S-DRY UNLESS NC?TED �THERW(SE. D
<br /> UNLESS NOTED OTHERWISE, USE THE FOI,[.OWING: PEF�lODIC {NSPECTION:
<br /> 1. DESCRIPTiON ; VERlFY HIGH-STRENGTH BOL.T IDENTiFICATION MARKWGS
<br /> Building Name & Si#e Location -2628 Colby Ave. - Everett, WA ; SPECIES GRADE BASE VALUE Fb CONFORM Tq SPECIFIED ASTM STANDARDS. REVIEW 0�'
<br /> VISUALLY GRADED DIMENSION LUMBER MANUFACTUR�R'S CERTIFICATE OF COMPLIANCE. �
<br /> 2. DESlGN GUQE AND S7ANDARDS {2"TQ 4"THICK BY 2"&W1QER) tNSTALLATION OF BEARING-TYPE BOLTED CONNECTIONS. � �
<br /> Applicable Code {Edition/Name) - 2015 Internatianal Building Code (iBC) STUDS-TYPIGAL DDUG FIR STANDARD 550 PSi SINGLE-PASS �ILLET WELDS 5116-{NCH OR LESS.
<br /> Other documents referenced by these notes shali be the specific edition referenced by the building code STUDS--WH�RE N�TED DQUG FIR #2 900 PSI VERIFICATI�N Q� WELDABILITY UF REiNFORCING STEEL OTHER
<br /> specified abqve, or if not specified, shall be the iatest edition. JUfSTS & RAFTERS-TYPICAL DOUG FiR #2 9pU PSI ' THAN ASTM A-706.
<br /> Code supplemertt& Date-ASCE 7-10 BEAMS & HEADERS -TYPICAL DOUG FIR #2 900 PS) STEEL�JOINTS AND CONNECTIONS FOR COMPUANCE WITH PLANS. � �.� � �.������
<br /> 3. DESIGN l.OADS � ' EACH PIECE SHALL BEAR A VAL.iD GRADE STAMP THAT IS NOT TO BE REMOV�D, BOL.T HEADS WOOD
<br /> AND NUTS BEARING AGAINST WC}OD SHALL BE PROVIDED WITH STANDARD GUT WASHERS. AL� CONSTRUCTIUN: PERI�DIC INSPECTlON:
<br /> a. l. Roof Snow Load 25 psf ' BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRiATE SlZE FACTORS, ALL WO�D IN NAlLING, BOLTING QF ALL WALL ANCHORS, LEDGERS, DRAG
<br /> il. F'loor Live Load 10U psf at Main Level Lobbies, 80 psf @ Upper L.evel Lobbies ; BEAMS AND CC?NNECTIONS.
<br /> 50 psf(reducib(e per code) + 15 psf(unreducible} @ typica( office space. CONTACT WITH CONCRETE QR MASONRY SHALL BE PRESERVATIVE TREATED, USE STANDARD
<br /> L.ENGTH COMMON NAiLS CQNFC7RMING WITH PEDERAL SPECIF'ICATION �F-N-'f 05B �C)R ALL
<br /> ' 1�AILING EXCEPT WHERE SHORTER NAlL.S PRQVIDE THE REQUIREQ PENETRATIC?N IN WELDED
<br /> �SHA STANDARQS ' o��P�RA�Ms. STUDS; VERIFY THAT STUDS ARE FROPERLY (NSTAL�ED B4TH IN FlELD AND �N SHOP
<br /> THE GENERAL CONTRACTQR SHALL. BE RESPONSIBLE FOR ALL PROVISiONS OF THE CURRENT FABRICATIONS. INSPECTION SHAl.L WCLUDE BEDING A M!N{MUM Q� TWO �E
<br /> RMIT
<br /> C)SHA STANDARDS. THE GENERAL CClNTRACTOR SHALL REVI�W THESE STRUCTURAI. AI�L FASTENERS, CONNECTORS, AND ANCHORS IN CONTACT WITN PRESSURE TREATED WOOD STUDS AT EACH SET UP IN ACCORDANCE W1TH TRW NELSON'S
<br /> DRAWINGS F'OR ANY NONCQMPLIANCE WITH OSHA STANDARDS, TAKING INTfl ACCC7UNT THE ' RECOMMENDATlONS.
<br /> GENERAL CONTRACTOR'S MEANS AND METH4DS. THE GENERAI. CONTRACTOR SHALL. INFORM ' SHAL.L BE STAlNLESS STEEL., ZMAX(G185 HDG PER ASTM A6�3), HOT�DIP GALVANIZED A P P L I C A T I t�N
<br /> ENW OF ANY N(3NC�MPLIANCE SO THE DRAWlNGS MAY BE MQDIFiED FOR CQMPLIANCE PRIOR (HDG) PER ASTM A123 FOR CQNNECT�RS AN�ASTM A153 FOR FASTENERS, C�R MECHANICALL,Y R E P O R T S: P R O V I D E R E P Q R T S I N A C C Q R D A N C E W f T H !B C S E C T I O N 1 7 0 4.2.4 Q F
<br /> TO CONSTl�UCTIQN. THE GENERAL C�NTRACTUR IS TOTALLY RE SP O N S I B L E F O R M E A N S A N D GALVANiZED FASTENERS PER ASTM 8695, C1,ASS 55 OR GREATER. -
<br /> METHODS AS WEL.L AS J�BSITE SAFETY ON THIS PROJECT. AND QUALITY ASSURANC� SECTION OF THES� GENERAL NOTES.
<br /> ' PR4VIDE MIN. NAILING PER IBC TABLE 23Q4.10.1 UNLESS NOTED OTHERWISE. ALL HANG�RS, ��
<br /> AWI
<br /> FOUNDATION TIES AND CQNNECTtJRS ARE SlMPSON. OTHER MANUFACTURERS WITH 1CC-ES APPROVED � (��'HER it�SPE�TIONS
<br /> ASSUMED SOlL BEARING 300Q PSF. THIS VALUE iS TO BE ASSUMED PER OWNER AND SHOULD LpAQ GAPACfTIES EQUAL TC7 OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL
<br /> BE VERIF(ED BY A LICENSED SOILS ENGINEER PRlOR TO BEGINNING FOUNDATION VVORK. HOLES W1TH NAILS AS SPECIFI�D BY MANUFACTURER. CUT Nt? HOLES iN ANY STRUCTURAL �
<br /> -�� , FRAMING WITHQUT �NGINEERS APPROVAL, EXCEPT THAT 1-1NCH DIAMETER HOLES MAY BE i BY BUILDiNG OF�ICIAL. IN ACGORDANCE W1TH SECTiON 110 OF 1BC. �
<br /> C NCRETE DRILLED !N 2X STUDS AND PLATES --�NG Mt7RE TNAN ONE HULE EVERY 6-(NCHES. � -
<br /> � ,
<br /> C �' PROVIDE 28-DAY STRENGTH 30Q0 PSI. SEE ACI 318 TABLE �4.3,1 FOR MiNIMUM REQU(REMENTS. ' ,
<br /> ULTIMATE STRENGTH DESIGN METHOD USED. Mf�CING AND PLACING OF ALL C�NCRETE AND LAMINATED VEfVEER LUMBER �,LVL� , �,� o wA ��`�.�'' C
<br /> SELECTIQN UF MATERlA1.S SHALL BE IN ACCt�RDANCE WITH THE AC! CODE 318. �'�c����� MANUFACTURED BY REDBUILT IN ACCORDANCE WITH ESR 2993, MATERIALS TO COMPLY WITH � � �.`��' '���. R,
<br /> �g_���,� ��,�.l���1 ���� ,�� ��.�,,, ��..�,a,�� �:a-,,r•1�.��°'1`�-, . iCC ES REPQRI' I�O. ESR-2993. LVI. MEMBERS TO BE MANUFACTURED �REE OF FINGER J(�INTS, . �
<br /> „, � ' .� � � '�;:,
<br /> SCARFS, (�R MECHANiCAL CONNECTIt'JNS, ADHESIVES T4 BE WATERPROC)F TYPE �-^_-
<br /> REINFQRGING STEEL CONFflRMiNG Tt� ASTM D-2559, PARALLAM PSI. TO BE MANUFACTURED IN AN APPR�VED - ;� _ _: ,/ � .
<br /> USE DEF�RMED Ct7NCRETE REINFORCING STEEL CONFORMWG WITH ASTM A 615, GRADE 60 PLANT. Fb=2,900, Fvx=290 PSI, EACH MEMB�R TC? BE ID�NTIFIED BY A STAMP INDICATWG THE , � --- w�'
<br /> {�' 60,Q00 PSi . �.AP C�NTINU�US REINFaRCiNG BARS PER SCHEDULE, 2'-0" M(N. UNLESS PROpUCT TYPE & GRADE, NER REPORT NUMBER, MANU�'ACTURERS NAM�, PLANT NUM�ER, � � �Gc� 218 0 ��' 4 ;
<br /> �t J�- � i n � • jP� \?'(�tA L E�1SCs ��V
<br /> NOTED OTHERWlS�, PR�VIDE CORNER BARS (2-4 „ M4N. BEND) FOR ALE� HCJR(ZONTAL AND 1NDEPENDENT (NSPECTIQN AGENCY S LOGQ. AL� MEMB�RS TO FIT SNUG AND TIGHT IN ��'ss'�oN_aL E��'��
<br /> RElNF4RCEMENT. DETAIL STEEL IN AGCORDANCE WITH ACI MANUAL. CJF STANDARD PRACTIGE TH�iR GONNECTf4NS AND DEV�L.QP FUI.L BEARING AS (NDICATED. lNDUSTRlA�. APPEARANCE
<br /> �F DETAIL.ING REIhlF4RCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF} TO GRADE.
<br /> CONFORM WITH ASTM A 185. REINFORCING H40KS TQ C�MPLY WiTH STANDARD AC1 HOOKS �
<br /> EXCEPT STIRRUPS AND TIE5 SNALL. HAV� 135 DEGREE ACI SEISMIC H04KS. 'Wt?OD STRUCTURAL PANEL,S R , � � �
<br /> COVER T4 RE[NF(�RCEMENT: CONFURM WITH U.S. DEPARTMENT OF COMMERCE V{)L,UNTARY PRODUCT STANDARDS PS1-09
<br /> NONPRESTRESSED CAST-iN-PLAGE CQNCRETE (INCHES) STRUCTURAL. PLYW�C�D ORPS 2-14, PERFC?RMANCE STANDARD F(�R WOOD BASED � f �FFICE BUILDING
<br /> CAST AGAINST AND PERMANENTLY EXP45ED TO EARTH............................................3 STRUCTURAL.-USE PANEI.S . ALL PANELS RATED EXPt�SURE 1. 5EE PLANS �OR NAlL(NG
<br /> �'ORMED SURFACES SPAGING. � ALTERATIO�VS
<br /> EXP4SED TO EARTH QR WEATHER...............#6 AND l.ARGER...,............................2 � R40F SHEATHING. 19/�2", CDX 32116. NAII�WfTH 10d (.148" DIAMETER X 3")
<br /> #5 AND SMALLER.........................1-1/2 COMMUN NAILS WfTH 1-5i8" MINIMUM PENETRATIC?N, FOR
<br /> Nt�T EXPOSED Ta WEATHER C3R !N CflNTACT WiTH GROUND �
<br /> , f
<br /> _.---_ ..._...---.---- ..------_. ._.__. .. _. . . �
<br /> C�NCRETE AND MASONRY ANCHORS (BQLTS, THREADED RQDS AND �7Kt�TDAL
<br /> REBAR DOWELS} PR�ViDE� PLYW40D SHEATH[NG CLIPS C�N UNSUPP4RTED EDGES � � AT
<br /> DRILLED IN EXPANSION AN�HORS: MIDWAY BETWEEN FRAMING MEMBERS. SPAGE NAILS AT
<br /> ADHESIVE ANCHQRS: HII�TI KiNIK BOLT TZ PER ESR�1917 NA1�L NG (BLOCK UNSUPPORTED EDGES WITH 2X FL.AT fJNLESS 28�� C�LB 1
<br /> � CONCRETE HILTI HfT-RE 500 V3 P�R ESR-3814 AND HILTI NIT-HY 204-R PER ESR-�187 NOTED QTHERWISE ON PLANS OR QIAPHRAGM SCHEDUL.E. DEFERRED SUBI�AITTAL
<br /> CAST IN PLACE ANCHORS; FLOOR SHEATHING; 3l4 STURD-1 FLOOR, T & G, 48/24. G�.U-NAEL W1TH 10d {,148 STRUCI�RAL COMPt�N�NTS EVERETT� WA
<br /> �, „
<br /> C�NCR�TE �MBED PER PLANS AND SECTIONS DfAMETER X 3") RINGSHANK NA(LS WITH 1-5/8" MINlMUM � �� �
<br /> SCREW ANCHORS: PENETRAT[ON. GLUE PLYW04D Tfl SUPPORTS AND AT fi & G JOiNTS
<br /> coNCRETE HI�.Ti Kvv[K Hus-�z (�H-�z) aN� Hus-�z � �K�-�z i� ��R �sR-sa27 WlTH ADHESIVE CONFORMING T�APA SPECIFICA TI�N A F G 0 1. �y��y y�p g Y L c o r y�►: �� s�o r�� � e�
<br /> �� �� 2 For use oa th�s pra onl,y. obtsin OR►�'s
<br /> B ' SPACE NA(LS AT 6 O N CENTER A T A L L E D G E S A N D 1 2 Q N C E N T E R �' s�y ,� ,�, �, n��t�on B
<br /> ADHESIVE ANCH�RS S HAL L BE I N ST A L L E D I N C O N C R�T E H A V I N G A M I N l M U M A G E 4 F 2'1 D A Y S A T T l M E 1 T 8 V 1 �N� p�n�
<br /> �F I N S T A L L A T i O N P�R A C I 3 1 8 - 1 4 S E C T I O N �7.1.2 (N B T A L L.A T I O N O F A D H�S l V� A N G H O R S F'IELD NAILING (Bi�OCK UNSUPPORTED EDGES W1TH ZX FLAT) UNLESS
<br /> HORIZONTAt,LY OR UPWARDLY INCLINED T4 SUPP4RT SUSTAfNE� TENSIQN LOADS SHAf..L BE NOTED �THERWISE 4N PLANS �R DIAPMRAGM SCHEDUL.E, A� �
<br /> PERF4RMED BY CERTIFIED PERSONNEL IN CC?NFOl�MANCE TO ACI 318- �4 SECTlON 17.8.2,2. ` '
<br /> - E L.EV�TO RS � 8_EVATOR x x ��r nA� L nasc�ox
<br /> FOLLOW INSTALLATION PROCE�UR�S OF �SR REP� RE 500 V3 f'ER �SR-38�4RT AND MANUFACTURER°s ELEVATOR SUPPLlER TO PR�VIQE ALL NECESSARY CALCULAT�ONS AND EL,EVATOR DESIGN '
<br /> INSTRUCTIUNS. PROViDE SI'ECfAL INSPECTION AS NOTED ANDlOR R�QUIR�D BY �SR REPORT, j - � ONII�EFZ APPROVAL
<br /> SUBSTITUTlONS ARE.N4T ALLOWED UNLESS WRITTEN APPROVAL BY ENW IS REGEIVED. SUBSTITUTIONS DRAWINGS TO THE BUILDING DEPARTMENT FOR THElR APPR�VAL. THE DRAWlNGS ARE TC) ,
<br /> iNCt,UDE THE MACHfNE BEAM �U�'�ER RND RA11. R�AGTIflNS TO THE STRUCTURE. THE � V5/2416 PE#�NIT APPE.ICATIt�I
<br /> MUST BE SUBMITTED TO ENW FQR R�V1EW PRIOR T� CONSTRUCTI4N. PROVlDE STAINLESS STEEL OR ' � I
<br /> GALVANIZED ANCH�RS FOR EXTERIOR APPLICATIONS AS R�QUIRED. ANCHORS RATED FOR DRY DRAWINGS AND CALCULATft?NS ARE TQ BE REViEWED BY ENGi�lEERS NORTHWEST TO VERIFY r . ,
<br /> INTERIOR coN�iTfoNs MAY�oT �� us�� FOR �x�ERtoR�PP�.icaTioNs P�R �sR REpoRT. THAT THE STRUGTURE CAI� WITNSTAND THE iMPOSED L.OADS PRIOR Ta THE SUBMITTAL, To i -� St��
<br /> THE BUlLLl1NG DEPARTMENT. L,OADS THAT INCLUDE IMPACT ARE TO BE SO IDENTlFlED. C - CONSTRUCTION
<br /> NOTESs
<br /> STRUCTURAL STEE�, �.) ALt CALCU,.ATIONS PF�IVIDED SMAill1�1S7 BEAR T1�E SEAI. & SIGNATt� OF A F�t�IST�AED � 3 �l� �'�1�Mir �oMlv��.N'TS
<br /> ALL, WORK IN ACGOF�DANCE WITH "AISC SPECI�iCATI�N FUR STRUGTURAL STEEL BUI�.DINGS SP�CIA�, CUNDITIONS e��NEER t�i� IN TFf STATE OF WASNINNt�TON. � /
<br /> (AISC 360-10}, AND THE "CODE OF STANDARD PRACT{CE FOR STEEL. BUiLD(NGS AND BRIDGES" C4NTRACTOR SHAI.L VERIFY ALL DIMENSIQNS IN TNE F'IELD AND SHALI. PROVIDE ADEQUATE 2'� � �I�a' I� � �r � Q��� ��� �N PL.ACE WITHOUT � °�"7 i�.. ��" " ��r"�" c,v�r�r�r.s
<br /> HAVINf3 TFE Pt.ANS �t SHOP DRAI�II+t�i f�YIE1�D APU �PPR0IIED BY TFE E1VGIhEER �'
<br /> AUGUST 25, 2010. STRUCTURAL STEEL SHALL CC�NFORM TO THE FOLLQWWG STANDARDS; SHORWG AND BRAClNG OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTiON< � f�t�FiD APD 'Tl�E BUII.DINf3 OFfICiAL. - I �
<br /> WIDE FLANGE SHAPES ASTM A 992 (Fy=5o,ODo PSI} CONTRACTOR SHALL NOTIFY ENGINEER O�Ai..L FIE�D CHANGES PRloR Tc� INSTA�LATION, _ � _
<br /> OTHER SHAPES & PLATES ASTM A 36 (Fy=�6,00Q PSI) � _ __ _ _ .__ _ __ __ __ __ _ _ __.
<br /> _ �
<br /> TUBE SHAPES ASTM A 500, GRADE B (�'y=46,oao Psl) SPE�IAL INSP�CTIONS AND TESTS � �� �
<br /> . . .. .■ I�r�l��l��� � �
<br /> WEL.DHEAD STUDS ASTM A 108 ��y-���a�� p��� INSPECTIONS ARE TO BE PER 1BC CHAPTER 17AND ARE Ta BE BY AN iNDEPENDENT TRUC URAL _ _ _______ _ __ ; �to.isc'r Nu�►� � �r
<br /> ANCHOR BOLTS ASTM F �554, GRADE 36 (Fy=36,OQ0 PSI) TESTING AGENCY. THE SPEC(AL INSPECTI(7N AGENCY AND SPECIAL lNSPECT1aN I OBSERVATION PROGRAM `+��°�� ar �
<br /> HIGH STR�NGTH BOI.TS ASTM A 325
<br /> BASE PL.ATE GROUT ASTM C 1107 INSPECTORS SHALL B� REG[STERED WiTH THE WASHiNGTON ASSOCIATI�N OF pxo.t�c'r nur�c�raR �
<br /> BUIL.pING C7FFlGIAL (WABO), AND SHALL BE APPROVED BY THE BUILD(NG OFFICIAL iTEMrPORTiorv STAGE OF WORK MONiroREo BY
<br /> PRlOR T� CONSTRUCTInN. AOR EOR p�'�T ��C�' � , �
<br /> BOLTS. ALL STRUCTURAL STEEL B4L,TED C4NN�CTiONS ARE ASTM A 325 TYPE N � Gx�c�D ar
<br /> CONNECTIONS -- BEARiNG TYPE W1TH THREADS 1NCLUDED IN SHEAR PLAt�E. corvcRETE FOUNDATIONS AND ELEVATED
<br /> CQNNECTIONS ARE NON-SLIP CRITlCAL AND BC'JLTS NEED T4 RE TIGHTENED "SNUG CONCRET'E. fN ACCORDANC�WITH TABLE 1705.3 OF IBC AND R�FERENCED co►vcRErE woRK X '`.; .tos c�retx: � '
<br /> TIGHT" ON�.Y, UNLESS OTHERWISE N�TED. PROVIDE WASHERS AT C)UTER PLYS STANDARDS. ReiNF.srEE� FOUNDATIONSNVALLS X ARAWN Br
<br /> WITH SL.OTTED HOL,ES. INSTALL A 325 B�LTS !N ACCORDANCE WITH "2094 RCSC � � � � �
<br /> �PECIF{CATION �OR �TRUCTURAL JOINTS USlNG H1GH STRENGTH BOLTS". PERIt�DIC INSPECTION: EMBEDDED STL.IBOLTS WALLS&BEAMS X
<br /> WELDS; ALL WELDlNG TO Ct�NFaRM WITN AWS D1,1 "STRUCTURRL WEL.DING CODE - STEEL". V�RlFY REINF�RCING STEEL AND PLACEMENT. CHECK F4R STRUCTURAL
<br /> q WELDS NOT SPECIFIED SHALL B� %" C�NT{NUOUS FIl.LET MINIMUM. ALL WELDS BY REt�UIRED GOVER, S}ZE, GRADE, AND SPACING, STRUCTURAL STEEL FRAMWG X
<br /> WABO CERTIF'IED WELDERS. USE L.QW HYDROGEN Ffl,LER METAL W1T'H A M1NfMUM V�RIFY PLACEMENT QF EMQEDDED CQNNECTIC?(�S, DOW�LS,ANti NUTES
<br /> TENSI�.E STRENGTH O� 70 KSI.ALL iN�LR�D JOINTS SHALL BE AVNSPREQUAI.l1=1ED. ANGHOR BU1,TS, �
<br /> WELDHEAp STUDS (WHS)ARE TO BE MACHlN� WELD�D WITH PROP�R EQU(PMENT VERiFY USE OF REQUIRED MIX DES(GN, � No-rEs: ''
<br /> VER(FY MAINTENANCE OF SPECIFlED CURING TEMPERATURE AND 1. THESTEELOBSERVATION WILLSUBMITAFIELDREPORTTOTHEBUILDINGDEPARTMENT �
<br /> AS REQUIRED BY MANUFACTURER� CORRESPONDWG TO EACH ITEM/PORTION LISTE0. �
<br /> TECHNIQU�S. 2, STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE REQUIREMENT FOR �
<br /> STEE� FQI�ANI QEV K SPECIAL INSPECTION,OR OTHER INSPECTIONS REQUIRED BY THE BUILDING CODE.
<br /> 3. STRUCTURAL OBSERVATION MUST BE PROVIDED BY THE ENGINEER OR ARCHITECT OF �
<br /> STEEL FURM DECK SHALL BE V�RCO FORMLOK C7R APPROVED EQUAL CONFORMWG WfTH ASTM CONC. EXPANSION RECORDRESPONSIBLEFORTHESTRUCTURALDEStGN,OR ANOTHERENGINEEROR
<br /> & MASONRY ANCH�RS ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE � � � �
<br /> STRUCTURAL DESIGN,AS OUTLINED IN THE STRUCTURAL OBSERVATION PROGRAM.ALL
<br /> 1008, SS GRADE 33 {MIN(MUM} WITH M[NIMUM YfELD STRENGTH OF Fy = 38,400 psi WITH G60 & DRILL,ED-IN D�WELS; COPY OF (CC REPORT FOR ANCHC?RS OR ADHES(VE SYSTEM US�D OBSERVEDDEFICIENCtESSHALLBEREPORTEDINWRITINGTOTHEOWNER�s
<br /> GALVAN{ZING PER ASTM A 653. MATERIAL AND fNSTALLRTiON SMALL Al,St1 CO�tFC7RM T� ICC REPResErvTa-r�ve,SPECIALINSPECTOR,CONTRACTORORTHEBUILDING OFFICIAI.THE
<br /> REPORT ESR-1735P USE �8 GA. W2 FdRMLOK;. GONNECT TO SUPPORTS WITH 4 PUDDI.E WELDS MUST BE AVAILABLE AT J4B SiT�. VERIFY ANCHORS OR ADHESIVE STRUCTURALOBSERVERSHALLSUBMITTOTHEBUILDINGOFFICIALA WRITTENSTATEMENT �
<br /> SY�TEM INSTAL.LATfON iN ACCC7RDANC� W1TH REPORT. VERIFY THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES
<br /> PER SHEET ACRUSS EACH SUPPC3RT AND 12i� O/C AT SUPPORTS PARALLEL TCJ. SPAN UNL.�SS E THAr,TOTHEBESTOFTHESTRUCTURALOBSERVER'S KNOWLEDGE,HAVENOTBEEN
<br /> C�RTIFfCATION OF lNSTALLER FOR ADHESIVE l�NCHORS. ! RESOLVED.
<br /> NOTED tJTHERWiSE ON PLANS AND SECTI4NS, WEL.DS MUST COMPLY WITH AWS D1.3. 4. ALL STRUCTURAL OBSERVATIONS SHOWN ARE REQUIRED IN ACCORDANCE WITH IBC
<br /> SECTION 1704.6.1. -------
<br /> _._ ___
<br /> 3
<br /> �
<br /> . � 2. 3 4 5
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