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<br /> _ THE FOLLQWING APPLY UN�RSI�RADWN OTHERWISE ON THE PLANS,
<br /> GENERAL RES�DENTIAL Nt�TES . DESIGN IS 1N ACCORDANCE WITN THE 2015 INTERNATIONAL R£SIDENTIAL CODE AS AMENDEQ 8Y CITY OF.EVERETT
<br /> . , �
<br /> 1. UNDER-F1.00R AREAS SHALL BE VENT{E.ATED BY AN APPROVED ��• pROVIDE�IftE BLOCKING ATAlL PLIJMBING PENETRATIQNS ANQ AT 10'-0" O.C. �5. LEFT B�AN K
<br /> fNTERVALS (HORIZOMTAL AND VERTICAL)IN ALI.WALLS. FIRE STOP BETWEEN ALL ` � � ` i .
<br /> THE fOLLOWING APPLY UMLES� SH�WN QT�iERWISE Q�J THE PLANS. ��, i 5� � ��_„¢ �, Permit#: CZ812-Q04�
<br /> MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATI�N WALI.S. lNTERCONNECTIONS OF CQNC�ALED VERTiCAL AND HORIZONTAL SP,4CE5. FIRESTOP �R�TER�A � •
<br /> SUCH OPENINGS SHALL HAVE A NETAREAOFNOTLESSTHAN9SQ. FT. �QR EACH 36. SA�E�'Y: COI�TRACTaR SHALL BE RESP��ISIBLE FC}R A�L ��A .�° ��� ��� SiteAddre�s: 1030fi27TH�RSE
<br /> IN OPENINGS AROUNa VENTS, P1PES,DUCTS,CHIMNEYS, FII�EPLACES, ANQ SIMILAR �
<br /> ER-FLOORAREA. OPE�IINGSSHALL BELOCATEDASCLOS�TO REQUIRcD SAF�TY PR�CAUTIONS A{�D THE 1�.• QESIGN IS IN ACCdRDA�ICE WITH THE 2�15 INTERNATIflNAL BUILDING CODE AS AMENDED BY C�TY OF BQTHELL. CODE. Owner: HAACKBR�SC�NSfINC
<br /> 150 SQ. FT.0� UND OPEN{NGS WHlCH AFF4RI7S PASSAGE FQR FIRE A�'CEILING AND FLOOR IEVELS
<br /> ASPRACTICAL ANDSHAk.LPROVIDECROSSVENTILATI4N, THEREQUIRED M�THQD�,TECHNIQUES, SEQUENCES, OR Pf2QCEDURES �2EQUIRED Tenant; �l'enName]
<br /> CORNERS WITH NONCOMBUSTIBLE MATERIALS.FIRE BLOCK CONCEALED SPACES BETWEEN
<br /> AREA OF SUCH OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUT�,D TO �ERFQRM THE WORK. 2. LIVE L.4ADS: App.Date: 12/1Q7AIE
<br /> EAST TWO QPP�SiTE SIQES, STAIR STRINGERS AT THE TOP AND BOTfOM OF RUN AND��7WEEN STUDS ALONG Rpp� . . . . . . . . . . . . . . . . . . . . . . . .25 PSF �ropased Use: NEW 5FR
<br /> ALONG THE LENGTH OF AT L AND IN LINE WITH THE RUN QF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE 37, CHANGES: CONTRACTOR INITIATED CHANGES SHALL BE
<br /> ��aoR 40 PS� Descripfian: NEW(4)8E�(3j BATFf SFR WI'fFt GARAGE
<br /> UNFINISHED. SUBMITT�D IN WRIT{h1G TQ TME ARCHITEGT AND SNOW . . . . . . . . . . . . . . . . . . . . . . : : 25 PSF
<br /> S7RUCTURAL ENGINEER FOR APPROVAL PRIOR TQ DECK . . . . . . . . . . . • . . • . • • • • . • . 60 PS�"
<br /> FABRfCATION OR CON�TRL7GTION. CHANGES SHOWN ON Reviewed 6y: qatP:.���� ,
<br /> 2, CRAWL SPACE ACCESS,UNOBST{�l1CTED ACCESS,M1N. 18"X 24°, WINQ . . . . . . • • • • • • • • • • • • • • • • • - EXPOSURE "B", 11� MPH
<br /> SH�P DRAWIN�� ONLY WILL NOT SATISFY 7HIS SEISMIC. . . . . . . . . . . . . . . . . . . . . . . . • 51T� CLASS "D" officeSet �o�SiteSet Fire/PlanningSet
<br /> 21, STAIRWAYS SHALL HAVE A MINIMUM HEAC7RC?�M IN ALL PARTS OF 1'k�E REQUIREMENT. � s�'- � � ,
<br /> 3, ATfIC VENTILATION: 11150 OF ATTIC AREA QR 1I30Q IF 1I2 IS IN SQFFITAND 1�215 3' STAIRWAYSHALL NOT BE LESS THAN 6 FEET 8 INCHES(2036 mrn}MEASIJRED 38. DRAWINGS INDICATE GENERAL ANQ TYPICAL DETAILS OF ""
<br /> FOUMDATIONS: � � � �
<br /> ABOV� PLATE LiNE,oR 1/3ofl 1F A VAPOR RETARDER OF 1 PERNE IS IN�TALLED ON THE V�RT�Cq��y�ROM TI-I��LOP�Q PLpN�A�.l01NlN�THE TREAD t�C��INC�C�R FROM rp�;CTL?�(fT�ph�, ;n�HEa� r��,J��T���.,c aRE h!07
<br /> WARhA SID�OF TNE INSULATl�N, �'HE FLflOR SURFAGE OF THE LA�IDING 4R Pi�4TFORM. ALL HAND RAII.S SHALL SPECIFICALLY INDICAT�Q BUT ARE OF SIMILAR 3, EXTEND FOOTINGS TO FIRM UNDISTURBED St�IL OR COMPACTED FILL,. . '
<br /> 8� INSTALLED AT 34"FROM TREAD NOSING AND EACH END C}F RAIL SHALL CHARACTER TU DETAIL� SHOWN, SIMILAR DETAILS OF �
<br /> TERMINATEINTOWALL, CONSTRUCTI0�1 SHALL BE USED, SUBJECT TO REVIEW AND ALL4WABLE SOiL BEARIN� �500 PSL �; f � ���� �'�� ��
<br /> `. � _ 1
<br /> 4, IN ROOMS NOT PROVI�ED WI�'H AN OPERABLE WINDOW OF 1.6 SQ. FT.OR �2, RISER HEIGHT SHALL HAV�A MAXIMUM RISER HEIGHT OF 7 314 INCHES(196 mm}. THE APPROUAI. BY TNE ARCHITECT AND THE STRUCTURAL EQUIVALENT FLUID PRESSUf�E _ �ORF ;,
<br /> ���f��� ���L�
<br /> GREATER,A MECHANICAL V�NTILATIqN SYSTEM, CAPABLE 4F PROVIDING 5 A!R ENGlNEER. �
<br /> NGES P�R HOUR SHALL BE PROVIDED. RISER SHAI.L BE MEASURED VERTICALLY BETWEEN I,�AQING EdGES OF THE 4. G�ST-IN-PLACE CONCRETE• �SPEClAL INSPECTI4N IS REQUIREDj F'C= �SI � 28 . MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC �� �� J�� ����
<br /> � CHA � ADJAC�N771��ADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGH7 OF STAIRS 39. ALL S7RUCTURAL �YSTEMS SUCH AS WOOD TRUSSES WHICH YARD OF CQNCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. SPECIAL IM1�SPECTION REQUIRED. MAXIMUM
<br /> SHALL N�T EXCEED THE SMALLEST BY MORE THAN 3!8 INCH{9.5 mm}. ARE TO BE COMPDSEQ aF COMPO�IEN7S TO BE FIELD $�z�p AGGREGATE IS 1-1/2 INCHES. MAXIMUM SI.UMP [S 4 INCHES. AIR ENTRAIN 5-�� AT EXPOSED SURFACES. ALL PHASES �F WORK m4�` �LL 7'��A��. ;
<br /> 5, PROVIDE SQURCE SPECIFIC AND WHQLE HQUSE VENTIL4TIn�!AS REQUIi�ED BY THE ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING
<br /> ,2095 EDlTION.SEE CALCULATIONS MANUFACTIlRING, HANDLING STORAGE AND p�R'fAINING T� THE C4NCRETE CONSTRUCTiON SHALL COhJFDRM 1'0 THE BUILDING CODE REQUIREME�lTS FOR REINFORCED CONCR T . A
<br /> 23, TREAQ DEPTH SHALL B�1a INCHES(254 mm), THE TREAD D�P7H SHALL BE DELIVERY, , , REINFORCING STEEL DOWELS, ANCHOR B�LTS AND �THER INS�RTS SHALL B� SECURED ihl POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS
<br /> �•�`� S�G��� ���d? .5 ' MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM4ST EREC�"I(}N I�J ACCORDANCE WfTH INSTRUCTIOI�S PREPARED FOR PRESSURE TREATED 51LL PLATE� TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 lNCH MI[�IMUM EMBEDMENT INTO CONCRETE AND
<br /> D YER EXHAUST FAPlS ANQ CDOKT�PIRANGEIHC70D5 TO THE OUTSIDE. PROJECTION OF ADJACENT TREAf�S AND AT A RIGHTANG�.E TO THE TREAD'S BY THE SUPPLIER. MAXIMUM SPAGING OF 2 FEET ON CENTER UNLESS NOTEd OTFiERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIEGE. ONE 80LT TO
<br /> 6, VENT R LEAtiING EDGE. THE GREATEST TFtEP,D DEPTH WITHIN ANY �LIGHT OF STAIRS&HALL 40. TH15 OFFICE ASSUMES NO RESPONSIBILITY AS TQ THE BE PLACED WITHIN 12 IN!CHES QF EACI� END OF THE SELL PLATE.
<br /> , , Roof trusses to be de�i�ned
<br /> INSULATE ALL METAL VENTING. NOT EXGEED THE SMALLEST BY MORE THAN 3/8 INCH {9,5 mrn). PH YSICAL CHARAC�ERISTICS OF �'NE S41L. .
<br /> and drawin� prepared by
<br /> � r r � � � � r �� n„ �R � � ��, fiMf1�CF GI 4RA�1C S�IQI i RF�AICT�,J I Ftl IN THF�t31 I f�lj�(II�IC; a�, ciT� pRpE�qr� Tr� r���i���n� -r� Qi L i�r�q� R�-�i ii a�'ipr�s a 5tat� �#c�n�s�s#���;�;r�� .
<br /> � ��A T�T �� �� �, � � � A�� r���CdV A
<br /> r, uRr+FioiGr,� �rir��L o�r^nflV1G�D rUR J�A��� �r^�'+4G A�vv ,5. ALL REINFORCING STEEI. SHALL BE PLACED IN CONFORMANCE WITH TH� BUILD{NG CODE REQUIREME{VTS FOR REIIVFORCED CONCRETE AND THE engineer.
<br /> CONCEALED SPACE OF A �LOOR-CEILING ASSEMBLYAND SHALL BE INSTALLED 50 LOCATIONS: . AND ORDINANCES. TIGHT LINE ALL R00� DRAINS TO THE MANUAL �F STANDARD f?RACTICE FOR REINFQRCED CONCRETE CONSTRUCTiON BY �RSI. DEFORMEQ REINFORCING STEEL �ARS SHALL CONFOI�M TO
<br /> TNAT THE AREA 4F THE CONCEAL�D SPACE DOES NOT EX�EED 1,4D0 SQUARE FEET. -IN EACH SLEEPiNG RU9M. ST�RM SEWER SYSTEM OR AN A,PPR(?VED DISCHARGE INHEN
<br /> DRAFTST�PPiNG SHALL�1V(D1NG THE CONCEALED SPACE INTa APPR4XIMA7ELY -C�UTSII�E EACH SEPARATE SLEEPIN�AREA IN THE IMM�DIATE VICINITY OF THE ST�RM SEWERS ARE NOT AVA(LABLE. D� NOT CONN ECT .
<br /> EQUAL AREAS, BEDRQOMS. F�UNDATION AND RETAINING WALL PERlMETER A�� REENFQf�CING STEEL:
<br /> -QN EACH ADDITIONAL STORY OF 7HE DWELLING, INCLUDING BASEMENTS,BUT Nt�T FOQTING DRAIN TIGHT LiNE TO R�OF DRAIN TIGHT LIN�S
<br /> 8. GARAGE OCCUPAN
<br /> CY SEPARATION MIN, 1 HR,TAPED AND FINISHED,-UON.ALL WALL INCLUDING T�iE CRAWL SPACES AND UNINHABITABLE ATTICS. iN DWELLWGS f3R OR OTHER SITE DRAINAGE. FII�i5H GRADE AT THE ASTM GRADE 40 F`�R #5 ANO SMALLER BARS AND GRADE fi0 FOR 6 AND LARGER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH
<br /> Y� ����� DWELLING UNITS WITH SPLIT�EVELS AND WITHOUT AN INT�RVENING DOUR BUILDING FACE TO HAVE A POSITIVE SLOPE AWAY FR�M A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MINIMUM). CORNE BARS (2'-0" BENQ) SHALL BE PRQVIDED FOR ALL HQRIZONTAL REINFORCEMENT. �
<br /> WALL SUPPORTiNG RATED�EILING�SHALL BE PR07ECTEa WITH QNE�A �i. e BETWEEN THE ADJACENT UNITS, A SMaKE ALARM INSTALLED ON THE UPPER LEVEL LAP ALL BARS A MiNiMUM OF 4$ BAR DIAMETERS UNLESS 4THERWISE. UNLESS OTHERWISE NOTEQ ON THE QRAW[�1GS REINFORCING 5TEEL SHALL
<br /> GWBX. THE BUILDING. ALL SITE HARD SURFAGES TO HAV� A HAVE THE FOL�OWlNG MINIMUM COVER: �$��E�
<br /> SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT TH�LOWER MINIMl1M SL�PE OF 1 4": 12" UNLESS NOTED �THERWISE. ��� H����
<br /> P LEVEL. � " UND PERFORATED PERIMETER CONCRETE CAST AGAINS�' EARTH , 3 INCHES �
<br /> 9. PROVIDE WATER RESISANT GWB ABOVE ALL PREMANFATURED TUB SH4WER ANQ �EVEL lS L.ESS THAN aNE FULL STORY BELOW THE U PER 42. PROVIQE CONTINUOUS 4 RO
<br /> SHOWER SURROUNDS.EXTEND A MIN 2'FROM EDGES AND BEHINQ TOILET. t�RA1N IN GRAVEL FILL WITH �ILTER FABRIC WRAP AT GONCREl'E EXPt7SED TO EARTM OR WEATHER. 2 INCHES
<br /> . 25, POWER SOURCE�C1R SMOKE ALARMS: POWER SOURCE iN A NEW CQNSTRUCTIQN ALL FOUNQATION WALLS. PR�VID� CLEAN OUTS SUCH #6 �'HROUGM #18 BARS
<br /> � SHALL hECEIVE THEIR PRIMARY POWER FROM THE BLDG INIRING V1�HEN SUCH INAGE SY5TEM CAN BE #5 BAR ANQ SI+AAL�ER 1- 1/2 INCHES s���oF 4 ffara''
<br /> 10. INSTALL ALL PREFABRICATED FIREPLACES, STOVES AND WiRING IS SERVED FROM A COMMERCIAL SOURCE,AND WHEN PRIMARY POWER IS TNAT ALL PORTIONS OF. DRA ,.�'"�
<br /> RELATED ASSEM�LIES IN ACCORDAf�CE WlTH U.�. INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. ADEQUATELY CLEANED. LOCATE THE BOTTOM C?F DRAW CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
<br /> nII � 'p c I P{PF A,T TFIF I C�WF��' POl(�IT t�F WAL�, FC�C)TIh1C�, TIG{-��' �+� n��n �+a �aoe 1_1�'7 1N�HES
<br /> r���r�ln,/,fGv IYIn�vVlCintriTV1�LP�J a���iiFiC�Ti��v�. _ . . . _ _ ._ . _ . .. _ 3 4 INCHES
<br /> �-r ni v �v nn.�
<br /> 25.1 PROVIDE C�DEi'EG70RS IN THE VICINITY OF HA�ITABLE LINE PERIMETER DRAIN TO STORM SEWER OR AN APPROVED #11 �AR ANQ SMALLER �
<br /> 11. HEARTH EXTENSI(3NS. HEARTHS SHALL EXTENQ AT L�A S T SLEEPiNGAREAS,VERIFYW16U1LDINGOF F I C A L A S T O E X ACT LOCATIONS, ONLY D ISCHARGE WHEN ST�RM SEWERS ARE NOT AVAILABLE. D� SLAB--ON-G R A D E (FROM TOP SURFACE) 1-1/2 INCHES �
<br /> 16" FRQM THE FftONT OF, AND AT LEA57 8" BEYOND EACH REQUIRED WHERE GASAPPLIANC�S AND OR OR V1+04D FUEL HEATING SOURCES fVOT C(�NNECT THE PERIMETER DRAIN TIGHT LINE TO ANY
<br /> SiQE OF THE FIREPLACE oPENiNG. WH�RE THE , ��,,p ,�Tr,�c.�-�v G�� P��'�T,,�e31�' flTHER TIGHT LINES �R SITE DRAINAGE SYSTEMS. EXPANSI�N ANQ EPDXY GROUTED ANCH�RS: PRbPANE TA�JKS, HEA�'PUMPSA�VD
<br /> FIREPLACE OPENING IS 6 SQ. FT. OR LARGER, THE PROVIDE A MINIMUM OF 12" THfCK CONTINUOUS LAYER OF OTHEREQtiI�MENTQRA�PURT�NA�CES
<br /> 26, CEILING HEIGHT: HA8{TABLE R�OMS,HALLWAYS,CORRIDORS BATHROOMS,TOILET
<br /> HEARTH EXTENSION SHALL EXTEND AT LEAST 20 IN VE CE � HEIGHT OF NOT GRAVEL FILL FR�M BOTTOM OF FOOTING TO WITHIN 12" EXFANSION ANCHORS INTO CbNRETE SHALL 6E WEDGE-ALL ANCNORS AS MANUFACTUREO BY THE SIMPSON STRONG TIE CpMPANY INSTALLED IN MAY NOT 8� L(}CATEE?IN THE FROhT
<br /> �� ROOMS,LAUNDR OOMS AND BA5
<br /> FRONT OF, ANp AT ��AST 12 BEYOND, EACH SIDE OF 7 FEET 2134 OF FINISH GRADE - TYPICAL AT ALL WALLS. APPROVED ACCORDA�ICE WITH TH�IR R�C�MMENQATIONS. �PDXY GROUTED ANCHORS SHALL BE INSTALLED USING "SET" EPDXY AS MANUFACTURED BY THE SIMPS N AND SID�SETgACKS. PRflPANE TAIdKS
<br /> THE �IF�EFLACE C}PENING. LESSTHA � � CLEAN FREE DRAIh1AG� S7RDNG TIE COMPAtV'Y. INSTALLATION SHALL �E IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. RLTERf�ATE TYP� EXPAt�SI�N ANQ �E���aEADDITIONALPERMiTSlSSIf�D
<br /> GRAVEL FiLL CONSiSTS OF WASH�D
<br /> mm). 1'HE REQUIRED HEIGHT SHA�L BE MEAS�}E�ED FR4M THE FINISH FLOOR TO ThIE GRAVEL RANGING FROM 1/4'� T� 3 j4�� IN SIZE. EPDXIED ANCHORS CAt� BE SUBS7ITUTED WITH APPROVAL QF OUR OFFICE. BY THE EVERETf EiRE DEPARTM�NT
<br /> 12. HVAC UNITS: WHEN HVAC OR WATER HEATERS ARE L4WESTPROJECTI4NFROM THECEILING. EXCEPTIO�IS; NC}SMORETHAN5Q PRlORT01NSTALiAT�UN.
<br /> � PLACED IN AN AREA SUSC�PTIBLE TO MOISTURE, ALL PERCENT OF THE REQUIRED FL�OR AREA OF A ROOM 4R SPACE IS PERMITTED T4 STRUCTURAL TIMBER:
<br /> PILOT LIGHTS, BURNERS, SWITCHES OR HEATING HAVE A SLOPED CEILING LE85 THAN 7 FEET(2134 mm)IN HEtGHT WITH NO PORTION 43. LEFT BLANK
<br /> ELEMENTS SNA�L BE LOCATEQ 18" ABOVE THE FLOOR �R 0�THE REQUIRED FLOOR AREA LESS THAN 5 FEET(�524 mm}IN.HEIGHT, ALL GRADES SHALL �ONFORM TO WWPA GRADING RUL£S FOR WESTERN LUMBER, LATEST EDITIaN. PRbVID� CUT WASHERS UNDER ALL NUTS AND �OLTS
<br /> SLAB. PROVIDE �EISMIC ANCHDR STRAPS FOR ALL WATER 44, PROVIQE V+IATER RESISTANT GINB GREEN BOARD OR BEARING AGAINST WOOD. ALL WOaD IN CON7AC7 WITH CONCRETE SHALL BE PRESSU�E TREATED IN C4NFQRMANCE WITH 20S 5 IBC ALL
<br /> HEATERS. 27. LIGHT,VENT�LATION AND H�A�ING: ALL HABfTABL�ROOMS SHALL BE PROVIDE�WITH APPRaV�Q SUBSTRAT�BEHIND WET SURFACES STRUCTURAL LUMBER SNALL BE NOTED BELOW;
<br /> ArC��FC�,CTF�L A71NC EA C� �jQT �,FS�T�1�:1�9 PFRC�NT QF TH�F��QR AREA C�F S�CH
<br /> 13. APPLICATION AND INSTALLATION OF fNSULATION ANp . ROOMS � NATURALVENTI�A71��1 ¢�, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL 2X FLUOR & ROOF JOIST HEM-FIR #2.,....•..............................................Fb= 850 PSI
<br /> VAPOR BARRIERS SHALL COMPLY WITH STA7E QF SHALL BETHROUGH WINDOWS,DOORS, LQUVERS,UR OTHER APPROVEQ OP�NINGS TO THE WQRKAND MATERIALS 1N ACGORDANCE WITH AL� 4X BEAMS DOUG-FIR f LARCH #2 .....................................Fb� 850 P�I
<br /> WASHINGTON 7HERMAL IENSULATlON STANDARDS . OUTDOOa AIR.SUCH QPENINGS SHALL BE PROVlDEQ WITH READY ACCESS QR SHALL 6X BEAMS DC7UG-FIR/LARGH #2 .....................................Fb= 850 PSi
<br /> APPLlCABLE CODES AND ORdIANGES.GENEI�AL COLUMNS DOUG-FIR f LARGH #2 .....................................Fb= 850 PSI
<br /> 14. GLAZING SHALL BE IN COMPLIA�JCE WITH 2O15 lBC QTHERWISE BE READILY G�NTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM CQNTRACTOR SNALL BE RESPONSIBLE FOR LUMBER NOT NOTED DOUG-FIR/LARCH #2 ................. .Fb= 850 PSI
<br /> OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FL40R AREA BEING
<br /> AND WASHINGTON STATE SAFETY GLASS LAW. �XCEPTI�NS VENTILATED, SEEWS�CWINDOVUNOTES: 27.1 PROVIDEAWHOLEHOUSEFANPERTASL� 46. COORDINATINGALLWORKiNCLIJflINGADDiT10NALPERMITS MISCELLANE❑US HANGERS TQ BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FAS7ENEI� TO WO�Q WITH PROPER NAILS. ALL N4LES SHALL BE
<br /> AS OUTLINED IN THOSE SECTIONS OR WA,ST.AMEMNDMENT 1507.3.3 WHOLE HOt15E FAN SHALI.HAVE A 24HR CLQCKW( ANC?SUBCONTRACTOR W�RK. NAIL�D. MACHINE BOLTS TO BE A-307. ANCHOR BQLTS INTO CONCRETE SHALL BE 5 f 8 Ih{CH QIAMETER WITH 7 INCHES 4F EMBEDDMENT INTO CONCRETE
<br /> A ING SHALL 8E INSTALLEQ IN AREAS SUBJEGT PERMENANT FIXEDl..ABELS SET PERTHESE SECTIONS WITH A MAX. SaNE OF 1,0 @,25 WATER UNLESS NOTED C3THERWISE ON THE PLANS. A�L NAILS SHALL BE G�MMON WIRE NAILS. NAILING SHALL CONFORM WITH
<br /> 15. SAFETY GL Z GAUGE.WHQLE HOUSE VENTILATIO�J FAN(S)SHALL 8E SI�ED ACCORDING TO INTERNATIONAI. I.B.C. 7ABLE 2304.9.1 FASTENERS INSTAL.L�Q IN PRESEi�VATIVE TREATED WdaO SHALL BE HOT DIPPED GALVANIZED.
<br /> TO HUMAN IMPAGT ACCORDING TO IBC SECTION 2406. 47, CQNTRACTOR T4 PROVIDE SOLID BLQCKING FORALL WALL �
<br /> � SUCH HAZARDOUS LC7CATIONS INCLUDE: RESIDENI'IALGODE SECTI�N M1507,3.3,GONTINU�USLY OPERATI�dG EXHUASTVENTILATION SYSTEMS HUNG ITEMS(l,E.CABINETS,TOILET PAPER D3SPENSERS, F� ��R SHEATHiNG:
<br /> SHALL PRQVIQE MINIMUM FLdWS PER TABI.E M1fi07.3.3{1),INTERMITTENTLY OPERATING VENTILATION MEDICiNE CABINETS A�fD ETC.}COORDINATE WITH OTFiER
<br /> A. GLAZING IN FIXED OR 4PERABLE PANELS ADJACENT T0, . A SYSTEMSSHALLHAVETHEMINIMUMFLOWSFROMTABLEM1507.3.3(1}ADJUSTEDBYTHEVENTILATION SHEATHING SHALL BE 3�4 INCH TONGUE 8t GROOVE, A.P.A. RATED SHEATHING SPAN RA71NG 48/24 WITH LUlVG DIMENSION
<br /> DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING RATEMULT�PLIERVALUEINTABLEM1507,3.3(2)ACC�RDIiJG74THEFORMULAQF=QRXEF T�'a'dEs' PERPENDICULAR TO SUPPORTS. UNLESS ,NOTED OTHERWISE NAlL WITH 8d COMMaN NAILS AT 6 iNCHES ON CENTER AT SUPPORTED
<br /> d8. CONTRACTOR SHALL CLEAN ALL SURFACES PRIC}R TO PANEL EDGES & 1 Q INCHES ON CENTER A7 INT�RMEbIATE SUPPORTS. THE FLOQR SHEATHkNG SHALL BE GLUEQ T4 THE JOIST AND
<br /> IS WITI�iN A 24 INCH ARC OF EkTHER VERTICAL EDGE OF QCCUPANCY OF RES(QE�ICE, THE T4NGUE ANQ GR�OVE JOINTS WITH AN APPROVEQ ADHESIVE.
<br /> THE DOOR IN . .A CLOSED POSITION AND THE 807TOM 28. SECURITYFORGRIMINALACTIVITY; BUILDINGENTRANC� DpdR5INCLUDINGGARA�EQOORS
<br /> EXPOSED EDGE OF THE GLAZIN G lS LESS THAN 6Q INCHES SHALI.BE CAPABLE OF LOCKING. THEY SHALL BE EQUEPPED WITH A DEAD-LQCKING LA�CH �,9 CQNTFiACTQR SNALL MAINTAIN A TRASH BIN IN AN AREA ROOF SHEATHIN�`
<br /> ABOVE 7HE WALKING SURFACE EXCEPT WH�EN THERE IS AN BOLT VIIiTH AT LF�ST A 112 INCH TNROW WHICl�PENETRATES TH�STRIKER NC}7 LESS THAN 114 DESIGNATED,gY THE QWNERS R�PRESENTATIVE,FOR THE
<br /> WTERVENING WALL 4R OTHER PERMANENT BARRIER INCH, BUILpING�N7RANCE DC70R5 SHALL BE OPEI�ABLE FftOM TNE INS{DE WITHOUT USE OF CQLLECTION OF ALL CQNS7RUCTION DEBRIS, CONTRACTDR SHEATHING SHALL BE �/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/�6> INSTALLED WITN LON� aIME�JSION ACROSS SUPP{?RTS.
<br /> BETWEEN DObR ANQ GLAZING. A KEY QR SPECIAL KNOWLEDGE OR EFF4RT. SHALL DISFOSE OF ALL DEBRIB AND REMOVE TRA6H BIN PERPENDICULAR TO SUFPORTS. UNLESS NOTED OTHERWISE �lAfL WITH 8d COMMON NAILS AT 6 INCHES ON CEh�TER AT SUPPORTED
<br /> PANE� END JOINTS SHALL QCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON
<br /> B. GLAZING IN INGRESS OR EGRESS DOORS, �XCEPT 2g, pBSERVATlON PORTS: EVERY BUIL,DING EN7RANC�DOOR, OTHER THAN GARAGE DOORS, PRIOR TD FWAL OCCUPANCY,C4NTRAC70R ANQ CEN�TER AT INTERMEDIATE SUPPORTS,
<br /> J A LOU SI ES. SUBCOMTRACTORS SHALL MARK DRAWINGS , ,
<br /> SHALL HAVE A VISITOR OBSERVATION P4RT OR GLASS 5{DE LIGHT. OBSERUATlON PORTS
<br /> C. GLAZING IN STORM DOORS. SHAI.I.BE INSTALLED AT A HEIGH7 OF N4 LESS THAN 54 INCHES AND fJ0 MORE THAN 66 WALL SHEATHING:
<br /> INCHES FROM THE FLOOR. 60, FOR AS-BUILTS. MECHANICAL AND ELEC�RICAL
<br /> D. GLAZING IN UNFRAMED SWINGINfi DQORS. SUBCONTRACT4RS SHALL MAKE AS-BUILT REVI510NS TO SHEATHING SHALL BE 7/16 INCH A.P.A. ftATED SHEATNING. SPAN RATIN� 24/0. PANEL END J�INTS SHALL �CCUR AT SUPPORTS.
<br /> TNEIR Di�AtNINCS,AND SUBMIT DRAWfNGS TQ OW�IERS, NAIL PANEL EDGES WITN 8d NAILS AT 6 INCHES ON CENTER AND 10 IN�HES ON CENTER AT I�lTERMEDIATE SllPPOF�T5 UNLESS NaTED �
<br /> E. GLAZING IN p0(7RS AND WINDOWS FOR HOT TUBS, 30. WINDOWS AND SLID{NG DOORS; DEAD BQLTS OR OTHER APPROVED OTHER LOCKfNG DEVlCES OTHERWISE ON THE DRAWINGS. USE GALV. PRODUCTS � ALI. PRESSURE TREATED C�JN�I�CTI�hIS �
<br /> WHIRLPOOLS, SAUNAS, STEANI ROOMS, BATH TUBS, Ah1D SHALL BE PROVIDED ON ALL SLIDING DOORS ANfl I�PENABLE WINDOWS SPECIAL CQNDITI4NS:THE CONTRACTflR SHALL VERIFY ALL �
<br /> SHOWERS. GLAZING 1N ANY PORTION OF A BUILDING DiMENSIONSANDCONDITIQNSiNTHEFIELD, ALLDISCREPANCIES GLUE--LAMINATED TIMBER: '�
<br /> WALL ENCLOSING THESE CQMPARTMENTS WHERE THE BOTTOM 31, GUARDRAILS SHA�L BE PLACED AT ALL UNENCLflSED FLOOR AND Rn�J� 4P�NINGS, SNALL BE REPORTED TOTHE ARCHITECT OR ENGINEEft. THE �
<br /> � I F T i (� F'S LANDINGS;RAMPS; BALCONIES; DEGKS; OR PORCNES WNICM ARE MORE T�iAN 3fl INCHES C:�NTRACT�R SHAL.�PRUVI��AOEC�UAT�SHbRiN�AS R�QUIR�D LAMINATED TIMBER SHALL BE DOtJGLAS-FIR/ LARCH KILf� D�IED. STRESS GRADE COMBiNATION 2�F-V4 (Fb=2400 PSI, Fv=225 PS!) �
<br /> Fxpn,Fn �nr�� �� TH� �i,q�i�� I_ __SS ,HA.P� �� ,N�H__
<br /> AND DRAIN INLET. SHALL N4T BE LESS�HAN 36 INCHES IN HEIGHT, GUARDRAILS SHALL HAVE INTERMEQIATE UNTlL PERMANEN7 CONNECTiONS AND STIFFENiNGS HAVE BEEN FOR SlMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUflUS BEAMS. A.I.T.C. CERTIFICATE QF CONFORMANCE REQUIRE .
<br /> ABOVE A STANDING SURFACE GLU-LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICAT�R SHALL SUBMtT DETAlLS AND SP�CIFICATI�NS TO THE ENGINEER �
<br /> RAILS OR ORNAMENTAL PAl-i'ERN WHICH WII.L NOT ALLOW A 4" RlAME�TER SPHERE TO INSTALLED. TH�CONTRACT4R SHA�LVERIFY SIZE AND LOCATION OF AND BUILDING DEPARTMENT FOR APPROVAL PRIDR TO FABRICATIO�l,
<br /> F. GLAZING IN AN INDIVIDUAL F{XED OR OPERABLE PANEL PASSTHROUGH, ALLOPENINGINTHEFLOORROQF,ANDWALLSWITNALLTN� � •
<br /> THAT MEETS ALL OF THE F�LLOWlNG �ONDITIONS: APPROPRIATEDRAWINGS. TNECQNTFtACTdRSHALLCQOR0INATE
<br /> 32, ONE HANDRAIL SHALL BE PROVIDED AT EVERY STAIRWAYS HAVING FOUR QR MORE RISERS, WITH THE 6UIlDaNG D�PARTMENT FORALL BL�G.DEPARTMENT FLUOR FRAMING:
<br /> - EXPOSED AREA OF AN INDIVIQUAL PANE GREATER pROViDE 2 HANQRAILS WHERE II�aICATED pN PLANS. 'fHE TOP OF HANDRAILS SHALL BE REQUIRED INSP�CTIQNS. Da NQT BCALE THE DRAWINGS. THE ~
<br /> DETAll.S SHOWN ARE 7YQICA�AND SNAlL BE USEI?FOR L1KE OR PROVIQE FU�L QEPTH BL�CKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB} ANQ HEADERS NOT CALLED OUT ON THE PLANS �
<br /> TH AN N W E SQUARE FEET PLACED NOT LESS THAN 3�" NQR MORE THAN 38"ABOVE THE NOSING OF TREAQS,HANI7GRIP SIMILAR GONDITIQNS NO7 SHOWN. PRE-FABRIGATED ITEMS TO BE SHALL BE (2) 2X10. ALL VERTICALLY I.AMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON
<br /> - EXPOSED BOTTOM EDGE LESS THAN 1� INCNES ABOVE PORTfON OF HANDR�ILS SHALL BE NQT LESS THAN 1 112"NC1R MORE THAN 2" IN CROSS I�ANDLED AND[NSTALLED PER MANUFACTURERS RECOMEf�QATIONS, �E�T��� . �
<br /> Q SECTIONAL QlMENSIQN AND SHALL TERMINATE INTO�NALLS OR NE�NEL POSTS. �
<br /> TH E FLOOR �t �+
<br /> 'o�i' EXPOSED TOP EDGE GREATER THAN 36 INCHES A�OVE 33, EXTERIQR STUDWALLSTOBE2X6STUDS AT 96" O.C, UNLESSNOTEDOTHERWISEONPLANS I1VS�LATI�N ��rHED�LE BEARWG WALL FRAMING:
<br /> � LLST BE 2 4STUDSATI6" � ALL D�OR AND WINDOW HEAQERS NOT CALLED aUT ON THE P�ANS SHALL BE (2) 2X8 DOUGLAS-FIR/LARCH #2 WIT�i ONE CRIPP�E W
<br /> r THE FLOOR WITH A MIN, R-21 D�NSE CllT BATT INSULATION. INTERIQR STUD WA 0 X
<br /> a, O.C, UNLESS INDICATED QTHERWiSE ON PLANS. FENSTRATION U FACTOR U=.34 AND ONE STUd EACH EI�Q FOft OPENINGS 4 FEET QR LESS AhID TWO CRIPPLES ANQ ONE STUD F�R 4PENIN�S MORE THAN 4 �'EET W{D�.
<br /> o - ONE OR MORE WALKING 5URFACES WiTHIN 36" 34, REMODELANDALTERATION OF EXISTING STRUCTURESALLEXP05ED EXTER10R2X4 WALLS SHAL ALL COLUMNS NOT CALLED OUT ON 7NE PLANS SHALL BE (2) STUQS. SPIKE LAMINATED COLUMNS TOGETFlER WITH 16d NAILS
<br /> `" H4RIZ4NTALLY 4F THE PLANE OF THE GLAZING SF�1'LIGHT U FACTOR U=.50 AT 12 INCNES QN GENTER. PROViDE TWO LAYERS OF ASPHALT IMPREGI�ATED BUI�QING PAPER AT CONTACT SURFACES SETWEEN
<br /> � BE FILLED WITH R15 INSUTATIQN ALL EX`fERIQR EXPOSED 2Xfi WALL SHALL BE FfL�EQ WITH R21
<br /> � " " AND FENSTRATION SHALL CQNFORM TO THE INSUlATION SCHEDULE GLA�ED FENSTRATION SHGC N/A � wac�u Aivu �UNL�E I t. WALLS SHALL F1AVE A SINt�Lt d�TTt�M P�ATE ,4i�G � u�JUBi:t I l�P PLA I E. tNd NAIL TG� PLATE� Hivd �sv i '
<br /> m G. GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE A ALL NEW WIND�WS PLATES .TO EAGH STtJQ' WITH 2-16d NAILS. FACE NAIL �OUBLE TOP PLATE WITH 16d NAILS AT 1Q INCHES �N CE�[TER. LAP AND FACE NAIL
<br /> � WALKING SURFACE. CEILING �-4� PLATESTO�WITH 2�afidANAILST EAGH SPLIGE, C�RN�R INTERSECTION. STAGGER SPLICES A MINIMUM �F 48 INCHES, FACE NAIL BOTTOM
<br /> � - _ - ._,.. - : .-:,,:...a�� .y�;�;,-�;�; ., .
<br /> _'•� ."'':`��;";';;�:"'",�";;' `'!F B�(.JTLDI.NG IS NOT POSITIOIV�D .
<br /> W 16. EGRESS WINDOWS IN EVERY SLEEPING ROOM SHALL HAVE A .� � -� � ' � � �� � � � � � � " ` � � �
<br /> _ ...�, . , �;:��:_ �: --,:'�_�,:. .:
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<br /> . ... .. _. . .. . .. :�:. ._ ��, .. . : �� ., :.�.,..�:,.:...�, . • ,;:, :;,,;�•�_•.��
<br /> ��=,�„4-�:,.-..,,•. � CEILING VAULTED R-38
<br /> � ��;i»;�'�-•�.'.� ' �NDICATED ON APPROVED SZ1'� �L 1'd, PRE-MANUFACTUk�E� FLOOR JOIST:
<br /> � MIN. NET CLEAR OPENING OF 5.7 SQ. FT. THE A�IlV. � 6aADtNG AN,D aRA[NAC�:;, A NEW �TTE PLAN SHA�L� BB SCJk1 T�
<br /> � NET CLEAR aPENING HEIGHT QIMENSION SHALL 8E 24" WOaD FRAMED WAI.L R-2�
<br /> � �� a cantrai anel drainage of surface TED. NO FURTHER II�T6i'ECT�ONS '1�V L JOIST SHALL BE MANUFACTURED I�I A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION
<br /> Q MIN, NET CLEAR OPENING WIDTN DIMENSION OF 20 , AND z. provi$jans s�iaft tie macie for#h., Bg M�7E ON THIS�'ROJECT UNTIL T � FLODR R-38 OF. AN APPROVED THIRD PAF�TY INSPECTION AGENCY. EACH JQIST SHALL BE IDEI�TIFIED BY A STAMP INDICATING THE J41ST TYPE
<br /> 00 �� utters, drain lines, inlets and catch �y�ED SZT�PLAI�THAS�EENAPIPR V- CABO NER REPORT NUMBER MANUFACTURERS NAME PLANT NUMBER AND THE INDEPENDENT IMSPECTIQN AGENCY LOGD
<br /> � A FI�IISHED SILL HEIGHT N�T MORE THAN 44 ABOVE 1HE water ar�und buildings by: g ' ' � �����s �
<br /> - FLOOR, S{LL HT. LOWER THAN 24 REQUIRES FALL PR�TECTION basins or o�her necessary drainage structures and shail be instatlzd E� �.Y, �HE BUILDING�Pi7BLIC WOR 5 BELOW GRADE WALL BELOW Gf�ADE WALL AND EVALUATION REPORT NUMSER. � �
<br /> °' WHEN WINDOW IS ABOVE 72'� FROM GRADE. whera storm water disposal cannot b� obtained withcrut their use c� DE�TS.
<br /> � SLAB ON GRADE R-10 @ 2' MI�!
<br /> a� 17. ALL EXTERI4R WALL GLAZING SHALL 8E DOUBLE GLAZED AND COMPLY where erosior� cannot be prevented by finish grading and p{a�tir;g PRE-MANUFACTURED ROOF TRUSSES: �a� 2 � ��$�
<br /> > Dry welis shal9 not br insta(IAd in areas where the sail i$ n�t wefl _....
<br /> � WITH 2O15 WASHINGTON STATE ENERGY CQDE. � � TRUSSES SHALL 8� PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM--FIR. TRUSS MANUFACTl1RER SHALL SUBMIT SH�P QRAWINGS ��-�Y �F �����TT
<br /> a drain�ed and�or porous. 0� AN .APPROVED THIRD PARTY INSPECTItJN AGENCY. EACH J015T SHALL BE IDENTIFIED BY A STAMP INQICATING THE JOIST TYPE
<br /> � It is awn�rs tesponsitiitii�to. e�li�h Et�� ,� � �t� ; rTnn c OTF� FRC;Y C RFf�I RFt,IIF T� A. i� , P�rm�� ��?�'����'�
<br /> � 18. PROVIDE A MINIMUM OF 22 GAUGE GALVANIZED STEEL _ _ �1:. l+PSNlN ,,.. l�T t���..., ..�JGE. _,�Jl, � N N r.q����i aTinNs STAMPEn �IrN�'r� A1�Q f�ATF(] BY A WA�HlNGT�.N. sTATE Ll��f���D S7R�1CTt3RA� �NGII�E�R, ALL TRU�S PI�.AT�S ' '
<br /> �' I'LA5('IING AT ALL I�VOt'�WALL iiv i�R�E�Tiuiv�, �'rQR$�y f"`�' AND: CONNECTOR5 SHALL BE I.C.B.D. APPROVEQ VEFtlFY MECHANICAL UNIT LQAQS AND LdCATI�{V5 WITH SUPPLIER AND FURNiSH
<br /> = SEC.401.3 POST ENERGY COMPLIANCE CERTIFICATE WITHlN 3 FT.OF ELECTRIGAL � / (� Q
<br /> � ROOF/CHIMNEY lNTERSECTION AND RQOF�SKYLIGHT CURBS. 2. Grading shall lae provided to insure: PANELAVAILABLEATWWW,ENERGY,WSU.EDUlCODE ADDITI�NAL TRUSSES AS REQUlRED. SUBMIT TRUSS DRAWING TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT FOR RE V I�ED V�. � �.��� `J
<br /> � PROVIDE SAIQ F'LASHING AT ALL HORIZON�AL (a) D�iversion of water away fro� bui(dings. SEG.4Q2,4.1 PROVIDE DOQR BLOWER TEST AF�IDAVIT BY FINAL BUILDING I�tSPECTIONS. REVIEW AND APPROVAL PRIOR TO FABRICATION.
<br /> o INTERRUPTIONS: OF SIDING �INISHES. t�J p�evention of standing water and soi! saturatian �etrim4nta� SPF�►.A�_ CONDII'IONS:
<br /> Y SEG4Q3,1,1 PROVIDE ONE PRQGRAMMASLE THERMOSTAT. �
<br /> °J 19. EXTERIOR WOOD FRAMEO RECKS AND OTHER WOOD FRAME� to structures and lat use. Additional Permi#s Are Requir�d ����a3,2,2 P'ROVfDEDUCT SEALING AFFIDAVIT BY FINAL INSPECTION. THE CoNTRACTOR SMALL VERIFY ALL DIMENSIONS AND CONDl1'IQNS IN THE FIELD. .ALL DISCR�PANCIES SHALL BE REPORTED TO THE
<br /> �, STRUCTURES EXP05E0 T4 WEATHER: ALL WOOD SHALL BE (c} That natu�al drainage channels or basins are z��t blacked =�� For This Proj�ct Ta Incfud�e: SEC 404.1 A MIN.QF 75%OF ALL PERMANENTLY INSTALLED LIGHTING SHALL HAV� ARCHITECT OR ENGINEER. THE CONTRACTfJR .SHA�L PROVIDE ADEQUATE SHORlNG AS REQUIRED UNTIL PERMANENT CONNECTI�JNS
<br /> "� PRESSURE TREAIE.� TO CURRENT AMERICAN WO�D filled. HIGH EFFICACY LIGi171NG. ANQ STIFFENINGS HAVE BEEN INSTALLED. TFlE GONTRACTQR SHALL VERIFY SIZE AND LOCATI�N QF ALL OPENING IN THE �LOOR �
<br /> R�dF, AND WALLS WITH ALL THE APPRQPRIATE DRAWINGS. THE GONTRACTOR SHACL CQaRDINATE WITM THE BUiLDING DEPARTMENT �
<br /> � PRESERVERS INSTIIUTE STANDARDS. THIS WCLUDES ALL {d) Provisians for the d�sposai ofi watet from a totr : ,�, '$��1C�li�la�k �S ���qu1:Ld� �� ��
<br /> FOR ALL BLDG. DEPARTMENT REQUIREQ INSPECTIONS. DO NOT SCALE THE QRAWINGS. THE OETAILS SHOWN ARE TYPICAL AfVD SHALL
<br /> PLYWQ00 TRUSSES, SAWN MEMBERS, GLUE-LA�ffNATE� Plumbir�g ❑ �p�111I�I@t �t�NGRETE-ENCA$ED ELEC'�'�Q�� BE USEQ �QR LIKE OR SIMILAR CONDI`TIONS NdT SHOWN. PR�-FABRICATED ITEMS TC? BE HANDLEO AND INSTALLED PER MANUFACTURERS
<br /> � MEMBERS, ETC., UNLESS NOTED OTMERWISE. ALL NAILS te} protection of adjoinir�g propetty_, ❑ ���hanical [� FI�'@��a�(1'1 ���� G�OUND} REQUIi�ED fiQ verifgr. App�O'i�8d Bi111t�1Ilg �£���it RECOMMENDATlONS.
<br /> m AND CONNECTORS SHALL BE FIEAV`( COAT GALVANIZED. r�� �R N�P� 250.50
<br /> � Electrical �1`TY 0� RETT
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<br /> REVIEV�E� F+�JR PEf����'
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