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�EN�24� NOT�s: PROJECT NARRATIvE _
<br /> THESE DRAWING9 PROVIDE THE pE7AIL5 NECESSART TO�PAIR THE DN'9AGE GAUSED BY A
<br /> faENER4L CCNDITIONS:
<br /> I. DO NO7 SCALE DRAWINGB. TREE IMPACT TO 7HE PORGH ROOF STRIICTIJRE AND THE RQMP 5Tr'd1CiLRE.
<br /> Z. �PETITIVE FEATURES MAY BE DR4LLN OR CALLED OUT ONCE,BIIT SHALL BE NO I�vIEW HA5 BEEN MADE OF THE ADEQl1AGY OF THE EXIBTMG IINDAMl+GED FRl+1'11NG
<br /> CGMPLETELY PROVIDED AS IF DRAIIN IN R1LL I I I a ��E�.
<br /> K
<br /> 3. ALL WORKI'IANSNIP SHALL BE CF THE HIGHEBT GYJALIT7 AND SHALL BE IN - ���. � �� 120ID's�� ��� � � NO REvIEW OF TNE LATERQL FORCE�SISTING SY97EM OF THE EXISTIW.�BIIILDMG HAS BEEN
<br /> ACCORDANCE WI7H ALL MPNUFACTIIRERS'SPECIFIGA710N5,DIRECTIONS AND ��� � i �� W �ry PE�OF3'1ED.
<br /> �COMR'IENDA71GN5.THE W7F1C SHALL ALSO BE IN 57RIG7 GONFOR'IANCE WITH � �,�j � �U� .� �� I � ? I
<br /> INDLLSTR7 STPNDARDS AND GOI"IPLY WITH SOl1ND ENGINEERING AND CGNSTrd1CTION - . MECHANICAL,ELECTRICAL,AND PLUMBIN6 WOPoC f IF REQIJIRED)IB NOT MCWDED M TNIS
<br /> PRAC7ICES. 7HE CCNIR4CTOR 9NAl-L REPLACE PORTIONB OF THE INSTALLED UIOFK �' � y�1 r ` N N Q SCOPE OF UIORIC AND IS TO BE BIDDER DESIGNED(BY OTHERS)M!D SUBMITTED UNDER A
<br /> THAT DOES NOT MEET THE9E�G%11REMENTS AT THEIR EXPEN9E. �'''-v �'v����' " � L)�i�� I , PROPOSED F'aMP N I . � SEpqRATE pEF2i'lli. _
<br /> � e
<br /> « r '
<br /> � 1 W e -� X N I Q ARCHITECTUR4L DE?AILS Sl1CH AS BUi ND?LIMITED TO ROOFMG,IL�ATHER RESISTIVE p
<br /> 4. ALL LL�XdC 9NaLL BE PEf�OFdMED IN AGCORDANCE WITH APPLIGABLE FEDER4L, . �� � _ w -��
<br /> INSPECTIONS PND SPEGIAL MSPECTIONS. THE CC1JTR4CTOR SNALL PROVIDE CAPIES � � �� - 0� w�� � ASSEMBLIES,WAiERPROOFING,EXTERIOR 81DING,FLASNINGS,vENtILA710N,VAPOR�TARDERS,
<br /> �
<br /> S7A?E AND LOGAL LG.LLS,M1D M A('.GORDANCE WITH GURREN7 CODE�QUIREMENTS. � � .-- 0 I,� E7C.IS NOT MCLIIDED IN THESE DRQWINGS.
<br /> • 5. 7HE CONTRAGTOR SHALL COORDINATE.4LL�QIIIRED LOCAL JURI9DICTION �� I � I-, I I �'� a
<br /> CF iHE INSPEC?IGN REPORTS TO TNE OLLNER I k � I . g
<br /> �
<br /> 6. ALL NEW M1D/OR REPLACEMENT HATERIALS 9HALL BE EQUAL OR BETTER IN KIND A3 ;� I
<br /> EXISTIn6'a MATERIALS. � - - -'-- U
<br /> �. THE GONTRACTOR SHALL GIIARl�NTEE ALL MAIERIALB AND WOWPIMISNIP f-0R A ' ' � -� � I O 0
<br /> PERIOD OF ONE ll)YEAR FRCf'I THE DATE OF FINAL ACCEPTMIGE B7 OLLNER I I 120D's �
<br /> 8. CGNTACT 1NI5 OFFICE AT f706)281-1500 IF AN7 ADDITIGNAL DAMAGE IS FOUND I I PROP09ED ROOF I�PA�R I , '� $'�? � �
<br /> OUTSIDE THIS SCOFE OF U10RK DIJRING DEMOLITIGN OR ANY VARIATIONS TO THE SITE o' o> `� •
<br /> 8� $
<br /> OR ExI57ING BUILDING[5)Af�FIXJND Dl1RING THE CGNSTF3ICTION uIORK a -
<br /> titc r=��7ION5 SPFETY l+ND DEMOLITION� - �� =8�^
<br /> - giu�
<br /> 9. tHE CONTRACTOR SNALL HE SOLEL7 I�SPGNSIBLE FOR 7NE GONDITIONS At iHE JOB g= m�,
<br /> 511E,INCLUDIM's THE SAFETY Gf ALL PERSONS AT THE JOB SITE Dl1RING TNE 5��� �$ ""^
<br /> pE�OR'IANCE OF iHE WORK. THIS REIXIIREMENT SHALL APPLY GONTINUOUSLY GND SItE PLAN : `�`
<br /> NOT BE LIMITED TO NOq'IAL UlOrc1CING NOURS. � _ tl�17a ockefelkrAre o o$�
<br /> SGALE: I".10�_D�. P �
<br /> 10.TIaE GON?RACTOR 511GLL PROVIDE ACGEPtABLE SAFE1l'AND SEGIRIT7 YIEASURES ; -
<br /> AND SNALL I'IAINTAIN 5AFE1Y AND SECURITY AT THE JOB SITE DURING iHE ENTIRE o L E�
<br /> S Foz
<br /> CCURSE GP THE PROJEGT.
<br /> II. THE CONTRAC70R SNALL PROVIDE TEMPORART BARRIGADES AND otHER f-02"�5 OF "
<br /> 2'
<br /> p(201EGTION TO PROTEGT iHE FUBLIG FROM INJIIRY DUE TO DEMOLI110N AND�PAIR - �/�
<br /> WOPoC BdRRICADES A�t0 REMAIN IN PLACE AFTER DEMOLI710N WORK 1-IAS BEEN - _ � `z ^'r
<br /> - ...rirqto'i^_aY,'
<br /> GOMPLETED PND TNRIXKHOUT THE DIIRATION OF THE WORK.
<br /> ' � l/7
<br /> Q. SGPFFOLDING,WORK AREAS,BUILDING MATERIALB AND TOOL9 BHALL BE _
<br /> REA90tJABLT 9ECURED FROf1 AGGE55 TO THE Pl1BLiC AT ALL TIME9. �•�A, �
<br /> 13. iHE REG7UIRED MID/OR IMPLIED D11T1"OF PACIFIG ENGINEERING TEGHNOL0.ilE8,INC., � W �
<br /> i0 GONDUCT GONSTRIICTION�VIEW OF THE CONTRC.CTOR'S PE�OF7"IANGE DOES
<br /> NOT,AND IS NOT INTENDED TO,MGLUDE REVIEW OF THE ADEQIlAC7 OF TNE •� � O
<br /> GGTITF2ACTOR'S SGFEi7 MEGSUf�S IN,ON,OR NEAR THE GONBtRl1CTION 51TE.
<br /> vIGINITY MAP � a.��
<br /> 14.TNE GONTRACTOR AND TNE 5UB-GONTR4GTOR5 SHALL v191T THE 91?E TO REYIEW TNE
<br /> EXISTING SITE,BUILDING CONDITIONS,M1D FEATURE9,INCLUDING,Bl1T NOT LIMITED TO: NO AL �
<br /> GRADES,DIMENSIGNS,GCCE55 TO 7NE LLiORK POUIER ACCE85,STAGING,I2ER19E �
<br /> D19POSAL,�"iATERIAL S70RAGE,ETG. ��p �
<br /> 15.ALL 11KKXdC SNALL BE PERFOR"IED Dl1RINi NOFL'IAL BW°INE85 HOl1RS DEFINED A3 QS��S�7V1��5 N�: 00438034802900 �
<br /> 8:00 AM.TO 5:00 PM.,MGNDAY THROU:H FRIDAY,I1NLE89 OTHERWI°vE PGREED TO BY
<br /> THE CONTRACTOR NJD OU.NER IN ADVANCE,OR IF LOCAL JURISDICTIONAL LECsAL DE R P
<br /> FiEpI11REMENTB DICTATE DIFFERENTL7. EVERETT DIV L PLAT OF BLK 348 D-00-LOTS�9 1 30 BLK 348
<br /> 16.THE CGNTR4CTOR SHALL COORDINATE WITH TNE OLLNER FOR.4 DESIGNATED AREA
<br /> WITHM THE SITE TO BE USED FOR TF4E BTORQGE OF MATERIAL9,EOUIPMENT GND
<br /> TEMF�JRARY CONSTAJGTIGN OFFIGE BEFORE CGP'0'7ENCING WITH THE LL�OF3C. THE
<br /> �
<br /> SECURITT OF THE rIATERIALS,EIXIIPMENT NJD 7EMPORAR'�C�NBIRI1C710N OFFICE SHEET INDEX ��3G� ��
<br /> STOrgD ON-SITE IS THE RESPOIJSIBILIIY OF THE CONTRAGTOR
<br /> 9HEET I PROJEC7 NARRATIYE,SIiE PLMI,vICINITY MAP,LEGAL DESCRiPTION M1D NOTES �►` � � �
<br /> I�. THE CONTR.4C70R SNALL PROYIDE PORtABLE�gTROON FACILITIES FOR uIORKERS. p�� p�� C �y� SHEEi 7 PLANS �
<br /> 18.THE CONTRACTOR SNALL PROVIDE IT9 OLLN DUhiP87ER FOR GON81'RJCtION DEBRIS. STI�IAG�UIVyL NOTGS GVI`tT.: �+EET 3 9ECTIONS w�jft�ts
<br /> NAILS: �
<br /> 19.iNE CONTR.4CTOR F�HALL BE RESPONSIBLE FOR DEMOLITION,iEMPORART BR4CIN'.a, NAILING 9HALL BE IN ACCOr�ANCE W/NAILING SCHEDULE TABLE 7304_9.I IN THE IBC.
<br /> HEtNODB,TECNNIQUES,SEQUENCES AND PROCEDIlREB IN CGNNECTIGN WI7H iHE UA7RIC ALL NAILB 9FIALL HAVE STANDARD 81ZE RJUND HEADS UNLE55 NO1ED OTHERllISE ON Q p�� p/� Q
<br /> TNE DR4WING3. NAIL LENGTHB AND DIMIETER3 SHALL BE AS FOLLOWS: �7Tl�tAGTUI�FIL NO��7'
<br /> 3O.tNE CONTR4CTOR 9HALL PROVIDE?EMPOR4RY BRQGING OR 9l1PPORT TO PREVENT IOd 3"x 0.131"DIA. CqDE �
<br /> HOVEMEN7 OR 9ETTLEMENT OF STRIJGTURE A9 NEEDED IN AREAB BEING REPAI�D. 10d COMI�ION 3"x m_i48"DIA
<br /> ]I. PROVIDE 9CAFFOLDING AND TEMf'ORARY IUEATHER PROTECTIGN FOR AREAS Gf?NE THE INTEfaJ.4TIpJAL BUILDING CADE(IBC7 7013 EDIiION AND THE MTE13NA710NAL Q
<br /> BUILDING EXP03ED DURING CGNSTrd1CTION AS NECE9SARY TO ACGOFIPLISN iHE MEGHANIGAL CNCHORS FOR GONC�7E� �SIDENTIAL GODE(IRCJ�OI2 EDITION. �
<br /> �PAIR WO�G SIA�ICIENiL7 AND TO PREVENT WAiER DAMAGE FRCM OCCURRING AS MIECHANICAL ANGNOR''FOR ATfAGNFfENT TO CONG�?E SHALL BE SiRON:-BOLT 7 ���
<br /> THE LL�ORK PRWRES`',.ES. ANY WATER DAMAGE TO?NESE AREAS RESIJLTING DURING WEDGE MIC4Y�R5 B7 SIMPfiON STROM:-TIE,INC„IAJLESS NO1ED OtHERWISE GN THE LIVE LOPDS: l
<br /> REPAIRS IS TO BE REPAI�D A7 NO GOST TO OLLNER PLANS. ANGHORS SHALL BE INSTALLED A5 f€COMMENDED BT TNE MMIUFACTll�R �� �5�
<br /> R.e1'�P 40 PSF �+-�
<br /> 71.PROTECt LANDSCAPING,DR41NACsE AND IRRIGA?ION SYSTEMS AS REQUIRED 10 LIGHT GAUGE FRl+MING CGNNECTORB: NANDRQIL LOAD SO PLF Z �
<br /> ,4GCOFiPL15H THE UIORIC OR f�MOVE AND REPLACE L?NDSCAPING,DR4INAGE AND NOTATION9 CN DRQWINGS RELATING TO FR?!'1ING CLIPS,JOIST HMYERS MlD OTHER 1\N
<br /> �rd2lGAilON S75TEM5,WHIGHEVER IS MO�C05T EFFECTIYE. FOLLOWING iHE WORK, COMJEGTING DEVICEB REFER TO GATALLYa NUMBERS OF COI�AIECTORS MANUFAGILRED FOIINDATION: V �L
<br /> TNE IRRIGATICiJ?ND DRAIN?GE STSTETIS SNALL BE TES?ED TO VERIFY TNA�THET BY THE 81FIPSON STRONG-11E COMPANY,Dl1BLIN,GALIFOR�IIA EC3IJIVALENT DENGES BT EX7END FOOTINGS TO Fiq'1 UNDISNR6ED 501L OF i500 PSF BEARMCa GAPACIT7_ �{\
<br /> ARE RINGTIONMG PROPERLY. ALL DM1ArsED ITEMS SHALL BE REPLACED AT NO OTNER MFYJU�ACNRERS MAT BE SIIBSTITl1iED PROVIDED THE7 HAVE IGC-ES APPfd7VAL L �
<br /> C057 TO THE OLL.NER FOR Eal1AL LOAD CAPAGITIES. CGNNEGtORB SHALL BE FASTENED TO 7HE FR.eI'IING C�C��: ����
<br /> 73.PROPERL7 PR07EGT OR GAP ALL UTILITIES THAT MIGHT BE OISNRBED Dl1E TO M�BERS US'NG THE Nl1MBER AND i1'PE OF FASTENERS GALLED FOR B7 MANUFAGTl1�R
<br /> CONCRETE Pc•7500 P5�Ai 28 DATS.
<br /> DEMOLITICN AC?IVIT7. NPNGERS AYD CLIPS IN GONTACT WItH PRE95URE TREAIED LIA"IBER SIJALL BE �
<br /> 24.PROTEC7 ExISTING FINISNES,FIXTI!l�5,EL%11R1ENT,EtG.THA7 ARE to REI-IAIN FROM ZMAX/HDG GALVANIZED GOMJEC70R5. ALL HANGER FAS?EIJERS I15ED WI7N 2MAX/HDG MINIFRIM GCNCI�TE PROTECtION FOR REII.EOf�MG 9NALL BE AS FOLLOWfi: ��Q O
<br /> DAMF+GE DURING GGNSTRl1GTlOr1 SCREW9IW�ITDN D BLE BAfd2�lERLCAATINGt DIPI'ED GALYANIZED PER ASTM?.�53 OR 5D5 ������T��"g 3/4" �I. �
<br /> 25.PRIOR TO GENER4L/SELEGTIVE DET�OLITIGN,THE GENERQL CONTRA.GTOR SHALL Y O�� Q
<br /> OBtAM THE PE�'115510N OF THE OLLNER To DETEFZ"iINE WHETHER HAZARDO'JS WA57E5 �JG NOTEv �L CONCRETE IN FCOTINGS/YJD SLABS SHALL BE PLACED M A MONOLITHIC POUR ��Z
<br /> OR ASBE5705 IS PF£9EN?IN DEMOLI?ION DEBR15. 9H0'JLD NAZAI�0118 MA7ERIALB I1NLE95 9HO�1.N OTHERWISE OR APPROVED B7 THE ENGMEER PRIOR TO PLACRJG. ` ���Q
<br /> ALIJMMUM CGNDUIT GND ACCESSORIES SHALL NOT BE EMBEDDED M CCNCRETE CALL �
<br /> OR l+SBE5T05 BE FOUND IN DEMOLITION DEBRIS,TNE CONTRACTOR SHALL LEGALLT BUILDING DEPARTMENT FOR INSPEG?ION OF�INFORCING 5?EEL PRIOR TO PLACMG
<br /> GONTAIN SUGH MATERIAL AND DISP05E OF OFF BIiE AT MI APPROVED D1A'1P 51TE FLCOR�RIXJF FRM11NCs� Gp1.IG�TE. 3
<br /> PF'fER OB?AINING OU.NER'S�q"119510N TO DO 90. PROVIDE CCN?IN110U8 1x SOLID BLOGKING f-0R J018t8 AT THE SUPPORTS. ALL
<br /> VERTICALLY LAMINATED BE 1M5 9NALL BE 9PIKED TOGETHER WITN 10d NAILS AT I6"O.G. �
<br /> REIt�ORCING 91EEL:
<br /> 26.GOORDINATE ALL DEMOLITIGN ACtIVITIES WITH iHE OLLNER ALCNC EACN EDGE UNLE95 OTHERWISE NOTED. PROY�DE G1T WASNERS FOR ALL BOL7 JJ� �
<br /> HEADS M1D NU?B BEARING ON WOOD. DEFOfd'7ED BILLEt 9tEEL COf�OR11NG TO AStM A615,GRADE 60. WELDED WIRE F4BRIC ,`
<br /> 2�.TNE CONiR.4GTOR SNALL TRMISPORT 01JD DI3GARD IN A LEGAL YIAWJER ALL v W
<br /> (W.LF)SH4LL CONFORI'i To AST`7 AI85. WIF SHALL BE LAPPED GNE CR059WIRE PLLLS 7"
<br /> GONSTf31CTION DEBRIS AND REMOVED ITEFIS NOi INTENDED FOR�U9E. RDOF SNEATNING, lIE.8"FOR 6x6 MESNJ. �
<br /> Iz4 T�G DEG�IM's TO MATCH THE APPEARCNCE OF THE EXIBTING/EXPOSED ROCF DECK Q�
<br /> 28.INBPECT GONCEALED SPACES UNCAVERED DURINCs 7HE DEM�OLITION PHA9E FOR Si1�1GTUR4L LIIMBER�TIMBER
<br /> NAIL W�7N 10d NAILB AT EACH RQFTER
<br /> ADDI710NAL DAMAGE. ALL LUMBER 9H.4LL BE GR4DED IN ACGORDANCE WITH GIJRf�NT UAU'A STANDARD
<br /> 39.PRIOR 70 COMPLETION OF DEI"IOLI710N,THE CGNTR4GTOR 9HALL REMOVE PND/OR FLOOR 9HEAiHING: GR4DING R11LE8 FOR WE57ERN LUMBER W°E THE FOLLOWING BPECIE9 MID HINIFAIM ��
<br /> PHOT0.�RAPHICALLY DOCUI'7ENT REPRE9ENTA7IVE SAMPLE9 Cf EMERIOR 7RIM, APPL7 73/�?"PLYWOOD NAILED?O J019T9 WITN I0D NAILB AT 6"OL.A1 ALL G�DE: jj�
<br /> BIDING,ROOFIN!a,INTERIOR TRIM,DOOW,ALL DOOR HA�WARE,WALL BASE TRIM, 911PPORTED PANEL EDGEB AND A1 I7"O.C.ALON��WiERI'IEDIAiE SUPPORTB. ,1oleT9�RAFtERS HEM-FIR q FB•5�5 P91 OR'1 FB•B50 P51 �� Q
<br /> ETC.A9 A GUIDE FOR I�PLAGEI"IENT OF LIKE-KIND MATERIALS.
<br /> BEN'IB(4X�SMALLER) NEM-PIR'I FB=9l5 PSI OR�1 FB•850 PSI (�/
<br /> � 30.TNE CONTR4CTOR IB TO LEAVE THE SITE BROOI"I CLEAN FROM CONSTRIICTION CsUARIaRAIL SPEGIFIGATIONS P09T5 NEM-FIR'I FC•850 P51 OR�1 FG.515 P91 A {L W
<br /> RELATED DEBRIS AFTER DEMOLI710N IWF1C IS CCMPLETE,AT 7HE END Cf EAGH DAt' _^
<br /> � AND AT THE END CF TNE PROJEGT. Gt1A�R41L'_OADB: ALL PL7LL�D SNALL BE APA R4TED SNEATNING,EXPOSIIRE I GRADE C-D WITH A MIN. �V/� I�
<br /> GONSTRUC?ICiJ: �FERENCE IBG 9EG11GN 16018 SPGN R4TING OF 40lI0. ALL ABUTfING PlJJELS SHALL HAVE I/8"GAP AS�€GGMR'IENDED (� Q uy1y1yyy1
<br /> 31.PRODIICTB AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WI7H iHE 10P OF R.�IL�ANY DIREGTION) Z00 LBS.POINt LOAD B7 AYIERIGPN PLTuIOOD ASSOGIAtIAJ. y N L.I n' �
<br /> � MGNUFAGTURER'S RECCI'll'IENDA?IONS AND INS?ALLATION IN9?R1ICTIONB,INDl1STRY 1� `~
<br /> BTANDARDS AND CADE REQIJIREMENTS. GUARDR4IL SPEGIFICATIONS: ALL LUMBER IN GONTAGT WI1H GROUND OR CONC�iE SHALL BE PRESSURE TREA7ED IN ;_ �p
<br /> MINIMUM HEIGHT: 36" .�CCORDANCE WITH AW'A S7ANDA�C7 WITH Mtl'IONIAGAL GOPPER ZMC ARSENATE a u�� 0
<br /> IACZAI TO 0T5 PCF�7ENTION WITN GN ASSAY ZONE 0.4"IN DEPTH. PAMT ALL SCARS,
<br /> 31.THE CON?R.4GTOR SHALL vERIFY THAT ALL WAIERPROOFING CAMPONENTS ARE MAXIHUM 3PACMCa AT OPENINGS: 4" CU75 AND DRILL HOLES WITH TWO COATS OF COPf'ER NAPfNENATE OR Gf�0EA7E.
<br /> GGMPGTIBLE WITH EAGN OTHER IE.SEALG.NiS MID BACKER ROD,9EALANTB,AND - �- -_
<br /> 9ELF ADNESIVE(PEEL N'BTICIU MEFIBRl+NE,EiC.
<br /> 33.THE CONTRAGTOR S+aALL REPAIR MTERIOR DISTRE89,9UGH A5,Bl1T NOT LIHITED TO '
<br /> NAIL POPS RESULTING FROM THE CONSiRJCTION u.l7PoG M1D�PAIN?tHE INSIDE OF �� °`
<br /> iHE UNITS IF REG7UIRED_ ALL�PAIRS SHALL MATCH EXI9TING A5 CL09E AS
<br /> POSSIBLE. ALL h�FOfif'IATION ON THIS DOG1l'EM
<br /> 18 TFE DCCLIIBIVE PIa0PER11'OF � ,
<br /> PAGIFIG ENGPEERING TEG�IOLOGIEB.MG. � - . .
<br /> C� COPYRKaFdT 40�6
<br /> 6/s/2ois Job No. 16145ID0
<br /> 161a5.WDAt.dwg
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