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owN��. 1'REM�E� CaMMUNIT�ES , <br /> BASIC N0. ��5 �'""� � p <br /> ��c�'�-� � <br /> r � , �� ��i `'' i <br /> DATE REV D 11 15 1 �� � �� <br /> � APPRC7VED E3Y � � DATE �LI,S� <br /> OFFICE SET '7� .70B SEI� <br /> .. <br /> �f� �' ,.�<< <���;s��, <br /> : ;: ? � <:�,.,, �,.:,.. .f <br /> , �, � .�� <br /> z <br /> � � �,�, �ry .�f� <br /> �.'Y$ '��..3�� �}'�'"x' . �t�_��':'�:�<"'"9N�;e�-:�;�,''�.r �°���. . <br /> C��1��i��� 1�OT�S STi�UGTUi��� 1�OT�S r��.���,��.��.����:{z���������� �:.�.1� .�� � <br /> � rchkt � � � ur � � � l � €� n € €� c� <br /> � � 3815 S. Qthella St. Suite 100-341 Seattle, WA 98118 <br /> 206.443.1181 <br /> I, ALL WC�RK SHAIoL GONPORM TO APPLIGA��.E GOI�ES, ir,cLUD�x� ,EX�iP�U�T 1��ILAT101� 5Y5�"� ������-= 2�KO'� W'�J' �C C'�"T�CT`�� (�J� ���J�.� 1p '" � <br /> �U"f" NOT LIMIT'�I� TO THE �00"� INTERNATIONAL BUILDING GODE, SOURG� SP�GI�IG �X�fAUST �/�NTILATION IS R�QUIRED IN ALL M�tl�ODS, MAtERIALS AND UJORiG1'iANSNIP ARE t0 CONFORM t0 tF�E <br /> 11�TERNATIONAL RESID�xTIAL GODE, THE GURRExT }+�ASHIxGTOx EAGH iGITG�fEN, BAT�fROOM, WATER GLOSET, LAUNDRY INtE�IAtIoNAL BUILDINC�s CODE AND STANDARDS, 2�sa9 EDITION {ISC `�9), AS `�'" <br /> STATE ENEF"�GY GODE, THE YV,��fINC�TON STATE �UILDING GODE, 1ZOOM, INDOOR SWIMMING f'OOL, SPA AND OTH�R ROOMS AMENDED AND ADOPtED BY tHE CzOV�(�JJl�l�s JURISDICtION. OPTION III INSULAtION <br /> GHAt�TER 51-��0 AND 51-�I Y'J,0.G, Th+E AMERIGANS WITH D15A�ILITIES y,�{��� yyAT�R VAPOR OR GOOKING ODOR IS PRODUG�D. <br /> __.._------__ __------- ��------------------ --_...�.. <br /> AGT, AND A�,L. f�:lJL�S, REGULATIONS AND ORDINANGES OP TH� tHE CONtRACtOR IS RESPONSI�iI_E POR tHE POI��OIUING: MAX CsLA�INCs go R= �'� <br /> GOVERNING AUtHOR11Y. TH� MINIMUM SOURG� SPEGI�IG �/�NTILATION ����GTI�/� aJ PROv1DINCz tEMPORARY SNORINCz AND BRACINCz UNtIL ALL StRUCTURAL UNLIM. F�,At C�I�.IN� <br /> EXHAUST GAPAGITY SHALL NOT B� L�55 THAN LE�/ELS ELEMENtS HAVE BEEN IHStALLED AND CONN�CtIONS COMP4.EtED. -{------- <br /> �. ENGIN�ERED �E51GN IN AGGORDANGE !^IITH Th+E I�G IS PERMIT'T�D, SPEGI�I�D IN TABL� M150?.3. b.) FIELD VERIFICAtION AND COORDINAtION O� ALL DIMENSIONS aND PROPOSED �LA�INCs go N1,4 VAULtED CEII,INCGa �" ��' <br /> J. THE GENERAL GONTRAGTOR SHALL Y�RIPY ALL DIMEN510N5, ELEvAtIONS B�FORE PROCEEDINCz WItH tHE WO1�G. _._........._........._..._...._........._........_._..__...__..._.___...__.._........._........_....._..._...._..._....._.._..........__........�_...._.�...._..._........_..._.._.....w..�... <br /> AND SITE GONDfTIONS, AND SHALL NOTIPY fif�E ARGHITEGT �ANS PR.O�/IDING SOURC.�� SP�GI�IG �/�NTILATION SHALL �•� BRINCsINCz t0 tH� AttENtION OF tHE BUILDINCs DESIC�NEf� ANY CONFLIC7S A$OVE CsRADE <br /> HA�/E A MINIMUM �LOW RATING O� NOT LE55 THAN 50 G�M IN DIMENSIONS, MAtERIALS OR NOtES SNOl.4N ON t4�E PLANS. MAX. VERt. CsLAzINCs U V,4�,UE .3m �XtERIOR UJALL.S f:= 2� <br /> IMMEDIATELY IN WRITING OP AHY DISGREPf��lGIES, ERiZC?R5, d.) INStALLATION OF PROPRIE7ARY PRoDUCtS IN ACCORDANCE WItN ---- - ----'--------------------------`---�r-----`----`----------`---'�-" <br /> OR OMI5510N5 PRIOR TO PROGEEDING WITH rHE YVORK. AT 0.25 INGH�S WATER C-�AUG� �OR BATF�ROOMS, MANUFACtURER'S SPECIFICAtIONS AND RECOMMEND,4tIONS. PROP. vERt. Csi�AZINC� U YALUE .3m <br /> 4. DO NOT SGA1�E THE DRAWINGS POR GRITIGAL DIMENSIONS. �-_�..-__ _-,_-_._-.�..-__�-..-__. _.___..- _�.-_ __ • �__-____ <br /> LAUNDRI�S OR SIMILAR ROOMS, AND 100 G�M AT 0.25 <br /> DIMENSIONS Ai� SHOWN TO PAGE O� STUDS, POStS AND INGH�S W,�TER GAUGE �OR KITGHENS. EXG�PTION: WH�RE MAtERIALS MEMBER SIZES, NOtES, EtG. SHOUJN ON t�-4ES� StRUGtURAi� MAX, O.I•-P. CsLAzIN� U vALUE ,r�m WALL INt. <br /> GONGREI"� UNLE55 INDIGATED OTHERWISE. A RAN�� HOOD OR DOWN DRA�T EXHAUST �AN IS US�D TO PLANS ARE SPECIFIC FOR t�4E f�R�OJECt AND tAKE P1�ECEDENCE OvER ANY $ELOW CsRADE R= 21 <br /> CONFLICt WItH tHE STRUCtURAL NOtES THAt FOLLC�I!!� -.____.__�.._--_`_-------------- --- ___�.--------------_-.__�______.��---- <br /> 5. 7�+E f'ROJEGT SHALL BE SGHEDULED AND INSTALLATION OP SATIS�Y TH� SOURG� SP�GI�IG �/�NTILATION REQUIREM�NTS PROP. O.I-�. CsLAZINC� U VALUE „��s WALL EXt, <br /> �OR KITGHENS, TH� RANG� HOOD OR DOWN DRA�T DESICzN CRItERIA. B�LOUJ Cs}�ADE R= It2� <br /> ELEMENTS GOORDINATED AS NEGESSARY BY THE GONTRAGTOR �XHAUST SHALL NOT $� L�55 THAN 100 G�M AT 0.10 PLOOR LIv� LOAD 40 pef Cwifi.h ot�rer Itv� loads In accordance wtth �LOOR� A�OV� <br /> TO PERMIT W�ORK BETINE�N DI�"F�RENT TRAI�ES TO PRL�GEED � <br /> WITHOUT UPSETTING PRC�PER GONSTR.UGTION 5EG2UENGES OR INGHES WATER GAUG�. IBC 0�, f.c�ble I�fd7.0 MAX DOOR U 1/,4LUE ,2� RW 3m <br /> I�NHEAtED SPACE <br /> SNOWLOAD 25 psf _..-_,_-.____-..�__.�.��. -_____ ___..___.__._.____..�_.� ____�_ <br /> DELAYING THE PRO.�EGT �GHEDULE. IUIND: V3s� 85 mph / �x� B PROPC�SED U vALUE <br /> SOURG� SP�GI�IG �/�NTILATION SYSTEMS SHALL B� SEl�vi"fIG. SOIL 517� GLASS-D, Sa=1�t7��, , SDC=D �2� S�'4� �� ���� R� Im <br /> 6. GONTRAGTOR SHALL PROV IDE AD�QUATE SHOI'�ING AI�ID �UN'C�C:LL�� BY MANIJAL S{NI T�HES, D�HUM ID I STATS� � � <br /> BRAGING OP ALL STRUGTVRAL M�M�EtZ� DURING GONSTRUGTION. TIM�RS OR OTH�R APPRO�/ED M�ANS. GONTRQLS SHALL �OUNDATIC�N,S: <br /> '7. TFiE GONTR{�GTOR SHALL V�RIPY ALL DOOR f++ND WINDOW BE READILY AGG�551BL�. <br /> ROU�t#dOPENING DIMENSIONS WITH THE DOOR AND WINDOW FOOtINCzS ARE t0 BE PLAG�D ON UND15tURBED NAtIVE SOIL lUlt4-I AN ASSUMED D�SICxN <br /> SOURG� SP�GI�IG �/ENTILATION DUGTS SHALL T�RMINATE BEARINCx CAPACItY OF 2fdfdfd �f. EXCAY.AtIONS ARE t0 BE t0 tHE DEPtNS SHOWt�! <br /> MANUPAG?URERS. OUTSID� TH� BUILDING. �XHAUST DUGTS SHALL B� ON tHE PLANS AND ARE t0 B�PREE O� StANDINC� WAtER OvER EXCAVAtIONS ARE t0 <br /> BE PACK.�ILLED lUlt4-{ LEAN CONCREtE Cf'c�2fd00 �si) OR C�MPACtED FILL IN ACCORDANCE 'T8{��i <br /> 8. PLUMBING, ELEGTRIGAL ,4ND MEGHANIGAL GONTRAGTORS �QUIPP�D WITH BAGK-DRA�T DAMP�RS. ALL �X�f�.UST REGIS7�FtEC} <br /> SHALL V�RI�I' AL.L. REQUIREMENTS POR Tlattl5 PRO�IEGT AND DUGTS IN UNGONDITION�D SPAG�S SHALL B� INSULAT�D TO WItH RECOMMENDAtIONS OF A CzEOtEC{�lICAL �NC�INEER ,�U I L�� I 1 �� �� � SU����� � . �� <br /> GOMPLY WITH ALL LOGAL GODES, SUBMIT PL_ANS POR APPROVAL A MINIMUM O� R-4. T�RMINAL �L�M�NTS SHALL HA�/E AT STRUCTU�L CONCR�TE: � <br /> AND OBTAIN F'�RMIT BEPORE STARTING WORK. L�AST TH� �QUIVAL�NT N�T �RE� AR�,�t O� TH� DUGT '�" <br /> WORK. T�RMINAL �L�M�NT� SHALL BE SGR��N�D OR ALL CONCRFtE IS t0 BE MIXED, PROPOt�tION�D, CONV�YED, AND PLACED IN , p��� ������ �� <br /> q. SHOWN ONLY ONGE. 7YPIGAL DETAILS ARE NOT REPERENGED ACCORC'?ANCE 1U174-{ IBC 'td9, IBC 'fc��3 S7ANDARDS aND ACI��t?�I.MINIMUM � r <br /> AT ALln. LOGAtIONS; tHE INT�NT 15 THAT 7�fEY APPLY OTHERWISE PROTEGTED �ROM �NT�2Y BY LEA�/�5 OR LOWER FLOOR LI�ING AREA. �+�0 S.F, ST'�tT� {�F 4YAaHING1�CIN <br /> OTH�R MATERIAL. MINIMUM 5C.�9b N�T �R�� AREA SHALL 28 DAY COMPRESSIvE St}�t+1�tH IS t0 BE 3��fd psl FOR U1�,AtHERINCs. C25c?�f�pat USED �OR DESI�N, <br /> THROUGHOUT T�I� PROJEGT UNLE55 OTHERWISE NOTED. M��T TH� R�QUIR�M�NTS O� IRG R303.5. SPECIAL IHSPECtION NOt REQUIRED) IUItH AIR ENTRAINMENt IN ACCORDANCE IUItH tABLE 19fd4.2.1. MAIN FLOOR LI�I NG AREA: �72 S.F, <br /> 10. ALL REQUIRED SHOP DRAY�IINGS AND SUBMITTALS SHALL BE REIN�ORCINCz StEEL IS TO BE CzRADE 4�'+ D�FG'f�E"I�D �ARS PER AS`tM A61� UPPER FLOOR LI�ING AREA: 7�1 5,t-. <br /> REVIEWED BY tHE ARGHITEGT PRIOR TO PROGEEDING W17H 7HE WItH DEtAILIN�, FABRICAtION AND PLACEMENt PER IBC 'fd9 AND ACI-318. <br /> WORK. INtERSECtINCz CONCREtE IUALLS 4 FOOtfNCzS ARE TO HAYE "4 COi�hIER BARS W(TF�I ,4 MINIMUM TOTAL L I�ING AREA: ...IC`-��4��"S,F, <br /> II. ALL SHOP DRAWING DIMENSIONS SHALL BE GH�GKED AND OF 18" OF EMBEDMENT AND SPACED tNE SAME AS t4-{E 4-{ORIZONtAL REINFORGEMENt. i t�I� <br /> VERIPIED IN THE PI�LD BY THE GONTRAGTOi�,» IN�Ui�ATION �'L1"UJOOD DIAPHRACsMS: GARAGE AREA: 442 S,F. PRO�ECT NAME <br /> 12. GENERAL GON"T`RRt�GT�OR SHALL BE RESPONSIBLE POR THE A. GEIt_INl�S = PLAT: R-4�1 /VAULTED: R-�8 �� <br /> ROC'�F S�-4EAt#-IINCx IS t0 BE I/2 SPAN RAtED 24/16 MINIMUM �IRECtLY NAILED TO ��� A 2 2 2 <br /> REPAIR OP ANY DAMAGE GAUSED BY HIMSELP OR OTHER TRADES. B. WRLLS = R-�I SUPPORtINC� tRUSSES OR RAFTERS WItH 8d COMMON � Yo"o.c. At ALL EDCzES AT�ID <br /> 13. INSPEGTIONS ARE TO BE PER IRG SEGTION RIC7�i, I. ALL EXTERIOR WALL GAVITIE�, INGLUDING GAVITI�S 8d COMMON � 12" o.c. At ALL INt�RMEDIAtE SUPPORtS. <br /> ISOLA"('�D DURING PRAMING, MUST BE PI�,LED WITH PLOOR SHEAtHINC� CSUB-PLOORINC�1 IS t0 BE 3!4" MINIMUM SPAN RAt�D 24'b.c. TdCs <br /> 14. AD1��55 MUST E3� P05T�D AND VISIBLE PfT�OhtSTR.UGTION 51"f'�. UNGOMPRESS�D INSULATION. DIRECtLY CsLUED AND NAILED t0 SUPPOiB'I"INCz JOIStS OR BEAMS WItH I0d COMMON +� ` <br /> �. RIGID BOARD INSULATION IS TO BE F'LAGED BEHIND ALL 6" o,c. At ALL EDCxES AND AND Ifdd COMMON +� 12'b.c. At ALL INtERMEDIAtE SUPPORtS. <br /> REGESSED P IXTU1�5 I N EXTERIOR YVALLS. <br /> Y'�F�L� HC>U� V�NTIL�II�N �. PAGED E3ATT5 ARE L.APF'�D AND ARE TO BE STAPLED TO PAGE ALL SH�AtHING IS t0 BE LAID UP IUIT#-� tNE �ACE t:�R,41N PE��'ENDICULAR t0 tHE SUF'PORtS. <br /> � OP STUDS. <br /> �AGH DW�LLING UNIT SHALL B� �QUIPP�D WITH A 4. INSULATE BEHIND ?UBl SHOWER PARTITIONS AND GORNERS. UJOOD �OO� TRUJc..�"ES; ����I 1 �� I 1 ����� <br /> �/�NTI LATI ON SYSTEM GOMPLYI N� SNITH M1508.4, M1508.5, ■ P R E M I E R <br /> G. PLOORS = R-30 <br /> M1508.�'a OR M1508.'7. METAL PLAtE CON1JECtED WOOD tRUSSES ARE t0 BE DESIGNED BY A IUASh41NCstON StAtE <br /> D. SLAB-ON-GRADE � R-10 PROFESSIC�lAL ENGINE�R IN ACCORDANCE WItN ANSI!'1"PI 1 "NAtIONAL DESICsN <br /> GONTINUOUSLY OP�RATING �XHAUST �/�NTILATION SYS""I"�MS I. �4" MINIMUM PERIMETER RIGID INSULATION UNDER "�tANDARDS POR MEtA�-PLAtE CANNECtED WOOD tRUSS CONStRUCtION" AND IB� 't7��. �,(� GO�ER SHEET C a MMUNITIE S <br /> SHALL PRO�/ID� TH� MINIMUM �LOW RATES SP�GI�I�D IN GONGRET'� SLAB IN HEATED SPAGES. METAL PLATES ARE TO BE ICBO APf�'ROYED, vERIFIED BY A CURf�NT REPORt NUMBER <br /> tRUSSES, INCLUDINCs DRACs tRUSSES AND SI�EAR PRAMES, ARE t0 BE PLANt FA�RICAtED A I ARGH I TEGTURAL DETA I L5 <br /> TABL� M150�.�. BY A MANUFACtURER IN COMPL,lANCE IUItH IRC '�9 �ECtION 23�3.4. tNE tRUSS �2,I STRUGTURAL DETAILS <br /> MANU�ACtLlRER IS RESPONSIBLE FOR vERIFICAtION O� ALL tRUSS 1�ENCxt4-�S PRIOR t0 <br /> TH� D�LIV�R�D RATE �OR INTERMI'1"T�NTLY OP�RATING �„�p15TUf� �;,C,�1�TR,p�. PABRICAtION. tHE tRUSB ERECtION CONtRACtOR IS RESPONSIBLE POR ALL tEMPOR�4RY �2.2 STRUGTURAL DETAILS <br /> VENTILATION SYSTEMS SHALL B� TH� GOMBINATION O� ITS BRAGNG DURWCs INStALLAtION AND FOR A1�L F'ERMAN�Nt BRACINCz IDENtIFI�D ON t4-IE <br /> DELI�RED GAPAGITY �ROM TABI�E M1508.2 AND IT5 VAPOR RETARDERS: tRUSB PLANS. <br /> �/�NTILATION ����GTI�/�N�55 AND DAILY �RAGTIONAL PLOORS 3/4" GDX PLYWOOD OR 3/4" O.S.B ME7�4L �ONNEG70R5 �OR UJOOI�: �3� ALT A FOUNDATION <br /> OP�RATION TIM� �ROM TABL� M1508.3. V�{ALLS f'VA PAINT THE MODEL NUMB�RS �F METAL CONN�CTORS UJ4�lERE SPECIFIED ON THE Pl.»ANS �'4'� ALT A LOI�lER FLOOR i�LAN <br /> GEILIN6 PYA PAINT ARE t4-{OSE AS MANUFACTURED BY SIMP90N StRONCz-tIE COMPANY, INC. <br /> INTERMITTENT WHOL� HOUS� �/�NTILATION INTEGRATED WITH I. ATTIG AGGE55 AND DOORS ARE TO BE BAPPLEL�, ��� ALT A MAIN FLOOR FRAMINt PLAN <br /> A �ORG�D AIR SYSTEM. INTE�RATED V^tHOL� HOUS� WEATHER-STRIPPED AND INSULATED BOLTS ARE TO BE A3�'i IUITH IUASNERS AT Al..1_ UJOOD SUf�AG�S ��N�ATH F�EAD ��� ALT A MAIN FLOOR PLAN <br /> �. EXTERIOR DOORS AND WINDOWS ARE TO BE GAULKED AND OR NUt. BOLt HOLES ARE t0 BE 1/16 CzREAtER IN DIAMEtER tHAN BOLt DIAMEtER �"�� ALT A UPi�ER FLOOR FRAMIN� PLAN <br /> �l�NTILATION SYSTEMS SHALL: NAILS ARE t0 �E COMMON WIRE NAILS AND OF QUANtItY, SI�E, LENCztH AND tYP� <br /> I. PRO�/ID� OUTDOOR AIR AT TH� RAT� GALGULATED w�ATHER-STRIPPED. AS SPECI�'IED BY SIMPSON. <br /> 3. REGE55ED LIGHT PIXTURES TO LIMIT AIR LEAKAsSE PER Ac�A ALT A UPPER FLOOR PLAN DRAWING TITLE <br /> USING SEGTION M1508.3 Y�lS�G 502.4.4 WOOD ROOF tRUSSES ARE t0 BE CONNECtED t0 tl-�� PLAtE LIN� IUItH ONE Cl) ��� ALT A ROOF FRAMING PLAN <br /> 2. SHALL DISTRIBUT� OUTDOOR AIR TO EAGH HABITABL� 4. ALL PLUMBINC�, ELEGTRIGAL AND HVAG PENETRATIONS IN SIMPSON H1 I-IURRICANE tl� At EACH tRUS� BEARINCx. � ' � <br /> ROOM THROUGH THE �ORC�+ED-AIR SYSTEM DUGTS �LOORS, WALLS AND GEILINC� ARE TO BE G/�ULKED AND SEALED. NAILS ARE C01'�fMON WIRE. �IO� ALT A ELE�ATIONS <br /> 3. SHALL HA�/E AN OUTt�00R AIR INLET DUGT GONN�GTING 5. ELEGTRIGAL OU7'LET AND LIGHt SWITGH BOXES ON EXTERIOR M�tA�, CONN�CTOI�S IN CONtACT WItH P�E9�RVAtI�/E tREAtED WOOD ARE t0 �#A�/E A CORROSION �I I� ALT A ELE�ATIONS <br /> A TERMINAL �L�MENT ON TH� OUTSID� O� TH� BUIL.DING �1-LS MUST BE SEALED AT THE BAGK OP THE REGEPTAGLE PROtECtIV� COAtINCx PER tF�E RECOMMENDAI'IONS OF tHE PRESERvAtIY� tREAtED U100D SUPPLIER ����� <br /> W ITF�f A PAGE PLA"f� GASKET. A i 2A ALT A BU I LD I NG SEGT I ON <br /> TO TH� RETURN AIR PL�NUM O� T�f� �ORG�-AIR SYST�M �, SILL PLATE T�3 BE �AULK�D OR GLUED TO �UB-PLOOR AND tNE MEtAL GONNEGtOR MANUPAGtURE#�. IP t4-4E NEEDED INPORMAtION IS NOt PROvIDED <br /> AT A POINT 4 ���1 UPS`TR�AM O� TH� AIR 1-fAN�L�R TO �, GAULIC/SEAL RIM JOISTS BETWEEN STORIES. StAINLE�S StEEL CANNECtOR3 ARE R�COMMEND�D. <br /> PRE�/ENT TH�RMAL. SHOGK TO T�f� H�AT �XGHANG�R 8. PIRE-STOP ALL PENETRATIONS A5 REQUIRED BY THE GODE PAStENERS INStALLED IN Pi�SERVAtIVE tREAtED UJC?C�D �3B ALT B FOUNDATION <br /> 4. SHALL B� �QUIPPED WI�"H A MOTORIZ�D DAMPER � BUILDING DEPAR,TM�NT. t0 BE NOt DIPPED CzAL�/ANIZED, OR �tAINLESS atEEL PER IBC 23m4,9.� �.4B ALT B LOINER FLOOR PLAN <br /> GONN�GT�D TO THE AUTOMATIG �/�NTILATION GONTROL U�OOD �RA�INC�: <br /> 5. SHALL BE GONTROLL�D BY A 24-HOUR GLOGK TIM�R ��B ALT B MAIN FLOOR FRAMING PLAN <br /> WITH TH� GAPABILITY O� GONTINUOUS OP�RATION, �x LUMBER t0 BE NF�'2 OR BEttER EXGEPI' IUALL StUDS MAY �E I�� StUD CzRaDE � ��B ALT B MAIN FLOOR PLAN <br /> MANUAL AND AUTOMATIG GONTR01_, GONTROLLING THE ,MEG#��N1G,�L P�NZ� PL.UM�31N� SILL PLAtES f-IF+"3 IUHERE NOt �P�CIFIED ON tHE PLANS: ISSTJE�3 2����t2��� <br /> �ORf.ED AIR SYS�'�M AND AUTOMATI� DAMP��t. TH� a.) COLUMNS IN WALLS ARE t0 B� l2� 2x StUDS OF Tt�E SAME WIDTH AS T4�E WALL A�B ALT B UPPER FLOOR FRAMING PLAN <br /> I. IN UNH�ATED AREAS, HOT AND GOLD YStATER PIPES ARE TO AND SPIK�D TG�EtH�R WItH I0d �' 12° o.c. CUNLESS NOtED Ot�i�RWISEJ <br /> TIM�R SHALL B� READILY AGG�551�L� AND GAPABL� { A��� ALT B UPPER t=LOOR PLAN FILE NO, 9 �' <br /> BE INSULATED TO R-3, HEATING DUGTS ARE TO BE INSULATED b.) FLOOR PRAMINCz PARALLEL t0 INtERIOR PARtItIONS IS TO NAVE ONE FLOOR <br /> OF OP�RATINC� TH� SYSTEM INITHOUT �N�RGIZING OTH�R TO R-��+. ��B ALT B ROOF FRAMING PLAN �TOB NO. <br /> ENER�Y-GONSUMING APPLIANG�S. AT Tt�� TIM� O� �. Wr�rTER HEATER STORAC�E TANK TO BE LABELED TO MEET THE JOISt DIRECtLY BENEAtH EACH PARtItION L�SS tHAN ONE HALF SPAN L.ENC�tH _,„�, <br /> �INAL INSP�GTION, TH� TIM�R SHALL B� S�T TO I�i�a`7 NATIONAL APPLIANGE ENER4Y GONSERVATION AGT. THE JOIStJOIStS IUHERE PARTItION EXCE�i�S ONE HAI�F tHE SPAN LENCxtN +� �IOB ALT B �LE�ATIONS <br /> OP�RAT� TH� SYSTEM �OR AT L�AST & HOURS A DAY. 3. STEEL W.H. TO GO'Nt�'LY WITH ASHRAE a0A-�O cJ PLOOR JOIStS ARE t0 BE BLOCfCED At ALL BEARINCsS. �I IB ALT B ELE�ATIONS �RAWN �Y �L� <br /> A LABEL SHALL BE A��IX�D TO T�fE GONTROI._5 THAT 4. �QUIP WATER HEA1'�R WITH A PRE55URE d.) IUALL tOP PLAtES ARE t0 NAVE STACaC�ERED SPLICES A MINIMUM OF 4'-fd" APARt �I2B ALT B BUILDING SEGTION <br /> �� RELIEP LINE PLUMBED TO OUTSIDE �4ND SPI�D TQCzEtHER IN tHE SPLICED ZONE IUItH A MINIMUM OF 8-16d SINKERS. CI3ECKED BY +��M <br /> R�ADS WHOL� HOUS� V�NTILATION (SE� OPERATING <br /> INSTRUGTIONS)" a. PROVIDE �6 GA METAL SEISMIG STRAPS ARC7tJND e.1 UJOOD IN CONtACt WItH tHE WEAtHEi� SOIL, CONCREtE OR MASONRY IS t0 BE <br /> JNf�TER HEATER TO WALL TO RESIST LATERAL POR�ES. Pi�SERVAtIVE tREAtED. �EVISIONS _-- <br /> THE REQUIRED �LOW RATE SHALL �� �/ERI�IED BY �IELD �• �•V.A.G. UNIt TO GOMPl�Y WIT�f THE W.S.E.G. � FJ ISOLAtED COLUMI*!S ARE t0 HAVE "CC" T"T'PE COLUMN CAPS.COLUMNS IN IUALLS ARE <br /> LABELED WITH A PERPORMANGE RATINCa, t0 NAvE "AC", "LPC", OR "PG° t7PE P05t CAPS. <br /> TESTING WITH A �LOW HOOD OR A �LOW M�ASURING -I. ELEVATOR TO GOMPLY WITH IRG R3�J AND ASM� AI'7.1 <br /> D��/IG�. ST CTU AL �LUED LAt�11NATED TIM��R: <br /> . <br /> . .. :. w, _,:,. <br /> '��°'; �"" MANUPACTURFD BEAMS ARE TO B� OF DOUC�LAS FIR AND S7R�SS CzRADE COMBINATION <br /> ALL SUPPLY DUGTS IN TH� GONDITION�D SPAG� SHALL B� `� '� ' � 2�-v4, BEAM CAMB�R WNERE REGtUIRED 15 �t�0ltiN ON tl�� PLAI�IS. <br /> INSULAT�D TO A MINIMUM OF R-4 ����`� <br /> ' ���Ull�lr ,�I�tU �Jf2AIt�AC� <br /> STRUCTURAL PR�A�3RI CATED UJOOD PRODUCTS: <br /> OUTDOOR AIR INL�TS SHALL B� SGf���N�D OR OTH�RWIS� �;4 }�rovisiorts sh�(! h� rr►�de for the eontrc�l and drafiage af su�face WOOD I-BEAMS AND OTHER PREPABRICATED UJOOD #�E�ODUCTv SHOIlR*l ON THE PLANS <br /> PROTEGT�D �ROM �NTI?Y BY LEA�/�5 OR OTH�R MATERIAL wa�[et' around buildings by: g��tters, dCain lines, inlets ar3d catch ARF tH08E PRODUCTS AS MANUFACtURED BY tRUSS JOISt MacMILLIAN. <br /> AND SHALL B� LOGATED TO LIMIT INTAK� AIR �ROM TH� <br /> �OLLOWINC�a AR�AS. b�asins or ot�Mr necessary drainage strurtu��s and �h<�II be 9nst�li4d '��'+,�� � � � �,��� �+�-� �a�;�j��;y �. <br /> . �� �u��,��1��rU �s ivo�r pos�°r�c:��'�� �� �` N�U�'H�:�� SHEET N . <br /> I. GLOS�R THAN 10 ���T �ROM AN APPLIANG� �/ENT OUT4_ET wher� stort�rt water di�pos�l cannot b� obt�ined with:���t th�;ir u��: c� �NDI�A"I'ED UN APPi�.UVEL7 SITE �'LA��, ��.�I��� �rJ�S u'U�`i�p���(;.`:,�;�: '4�'�i�r� �;�;���7�r,��" <br /> UN��E55 THE �/ENT OUTL�T 15 � �EET" ABO�/E T�fE OUTDOOR �fi�ere erosion cannot b� prevented by finish grading and plantir.g. <br /> AIR INLET A NEVV SITE PLAPat SHALL BE S'UBM1T- <br /> 2. WHER� IT WILL PIGK UP OBJ�GTIONABL� ODORS, �UM�S Ury weli: shall not b� in�talled in areas ��rh�:r� �h� sr�il is nat w�:ll TED, t+�U FURTHER INSPE�:`I'lUivS VVILL � Bench��ark �s Pt�c�uir��. �n �I�£; <br /> .. ,, <br /> OR �LAMMABL� �/APORS drained ar�dJor porous. BE M.A.DE UN THIS PRUJE�`I' UNTl�,TkIE °rfl "�'�1"l�� ��1�}�p��,�� �U1��1I1� '.��Igh"� <br /> 3. A HAZARDOUS OR UNSANITARY LOGATION REVISED S1TE f'LAI�i H�.S �EEN APf'RUV- <br /> 4. A ROOM OR SPAGE HA�/ING ANY �U�L-BURNING . �D BY' THE BUILDit+�CijP[JBLIC VVQ�.i�S <br /> APPLIANG�S THEREIN �� Crading sFxall be provided ta insure, DEPTS. ����°����'� ���;y���,�.� ������^-���� <br /> 5. GLO�a�R THAN 10 ���T �ROM A �/�NT OP�NIN� O� A (a} Uiversion of water av�tay frcam building�. �� �� ��,����r� ���pn��ip►lity, zo �st�k�lisl� atad �#ake ati ���°�� ����������� ��������� <br /> PLUMBING DRAINAG� SYSTEM UNL�55 TH� V�NT OP�NING <br /> {b) Prevention of standing water and soil saturation datrim?ntal `���� ��°� ��� ��� �� <br /> 15 AT LEAST 3 �EET ABO�/E T�fE AIR INL�T �r� stru�tures and lot use, �r�����f <br /> h. ATTIG, Gi�AWL SPAG�S OR GARAGES ����������� �� ���'�������� <br /> �c) `Chat natural drain�ge ci�annel� or b�5ins are nr�� �ia�k�:�I t�r <br /> ' filled. Roo� truss�r� t� b� �les��g�led ���� �� �,:?����-�� <br /> at�d drawing prepa�'ed k��' �'1����N�.1'ANK�, N�6�T PUMPS ANCt <br /> {d) �'rotlisions for th� disposal c��wa�ee� #��r� � ��� a 5�ate lice�sed stru�.U1°�t OTNE�2 �QUIP�I��JT OR�1Pf�URT�NAN��S �������� ��..��� �'���+1����� <br /> ��) �cotec�ion o�'�djoining �rop�t�`, h�AY i���`�E LO��A�"��#N TN��Rt3NT <br /> � �n�itteer`. AhIC}�1�7�°���'�A��t���R4�PAN�`�ANKS <br /> � „ ���Ulf���[�DITIqNAL PERPAI�S I����D <br /> , . . �Y�fi�##� EVEf�E"CY'�if�E���?ARTMENT <br /> ��I�f� ���IN��`Al.E.�71UN. <br /> .� . , <br />