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Othello St. Suite 100-341 Seattle, WA 9811� <br />' � I. �LL WO(2K SHALL GONPOt�M TO APPLIGA�L� GOD�S, INGLUVING �)(}-��u�'jT ��"r��„��'�Q�j �'j`r�'j'�� ��N���-s 206.443.11�1 <br /> �UT NOT LIMITED 70 TH� 200Q INT�RNATIONl�I.. BUIL.DING GOD�, S�URGE Si��GIFIG EXHAUST YENTILATION IS REQUIRED IN �4LL MEtHODS, M,4TERfALS AND WORKM,4NaHll� ,4� fi0 GON�ORM TO TF�� Z��� WS�C C1�T�Cs�� �� I �fi��� r� � � <br /> IIVTERN�,TION,�L f�SID�NTIAL GODE, �WE GURREKT WASktINC�TON EAGH KITGHE�I, B�THROOM, WATER GLOSET, L/�UNDRY INT�RNATIONAL BUILDINCa CODE AND STANDARDS, 2009 EDItfON CfBC '09), ,4S ` <br /> STAT� �N�RGY GC�DE, TH� YVf�al-IINGTON STAI'� �UIDI�IN� GOD�, ROOM, INDOOR SWIMMING POOL, SP� AND OTHER ROOMS AMEND�D AND ADOPTED Bl' TH� C�OYEf�NINCx JURISDIGTION. OPTION fll INSULATION <br /> GHA�R �1�20 AND 51�21 Wf�tG, TH� �M�RIGA�NS WITH D15��ILITI�a yy�}ER� W�TER V�POR OR GOOKING ODOR IS PRODUG�D. � <br /> - AG�, �ND ALL RULES, R�GUL,4TION5 �NI� ORDINANGES O� TH� 7N� CONTR�4CTOR IS R�SPONSIBLE FOR THE FO��OUJINCx: <br /> � � GOVERKIN6 P�UTHORITY. THE MINIMUM SOURG� SPEGIFIG VENTILATION E��EGTIYE M,4X CzLAZINC� �'o I�NLIM. FLAT GEILINCx R= ¢g <br /> �XH,4UST G,�P?�GITY SHALL NOT BE L�SS TH?�N LEVELS a•� PROYIDINC� TEMPOR,4RY SHORINCa AND BR4CENCs UNtIL ALL 57RUGTURAL <br /> 2. �NGIN��R�D D�51C�r1 Ihl ,�GGORD�.NGE WITf-� TH� I�G 15 P�RMITT�I�. SP�GI�I�1� IN TP�BL� MI�✓O'1.3. ELEM�NtS N,4YE B��N INStALLED AND GONNEGtfONs COMP��tEp. PROPOSED CxLAZINCx �'o N/A VAU1.t�D C�I1�IN� �= 3� <br /> b.) FfELD YERIFIGAtION �4Np GOORpINATION OF ,4�.�. pIM�NSIONs ANp <br /> 3. TH� 6�N�RA1� GONTR�GTOi� Sf�lA1�L V�RI�Y .4LL DIM�NSIONS, EL�VA710N5 BE�OR� PROCEEDfNCz WItN tH� WORK. <br /> _ At�D 51T� GONDiTIONS, AND SHALL NOTI�'Y Ti-� ARGHI�GT ��NS PROVIDING SOURG� SP�GIFIG VENTILATION SHf�LL c.) BRINGsINCa TO 1'NE AttENtION OF tHE BUILDINC� DESIC�N�R .4N1' CON�L.ICfiS MAX. v�RT. CaLAZINC� l� v,4LUE 3� A��� �R�4D� <br /> IMMEDIAT�LY IN WRI1"ING O� ,4NY DISGR�PANGIES, �fiZRORS, HAVE A MINIMUM FLOW RATING O� NOT LE55 THAN 50 G�M EXt�RIOR W�4LLS R= 21 <br /> OR OMI551�N5 PRIOR TO PROGEEDING WITH THE WORK. - AT 0.25 INe�l�S warER �,4UGE �oR B�THRooMs, IN DIMENSIONS, MATERIALS oR NOT�s S+�ouJN aN THE P��NS. <br /> � LAUNDRI�S OR SIMILAR ROOMS, I�ND 100 GPM AT 0.25 d.) INST,4�.1�ATION OF PROPRIEtARI' PRODUCtS IN ACCOt�pANGE WITN P�Of�. VERT. CzLA�ZfNCx U VALU� .30 <br /> 4. Do NOT �Al�� T+�E DR�WIN�S �oR GRITIGAI� �IMENSIONS. M,4NU�ACtURER'S SPECIFICAtIONS AND R�COMM�NDAtIONS. <br /> " DIM�NSIDNS �,� ��fOWN TO �AG� v� �T1J��, Po5`r5 ND INGHES WATER G?�UG� FOR KITGi��NS. EXGEPTION: WHERE M�4X. O.H. C��.,4ZINCx U YALU� .�,� W,�,!-1. fNT. <br /> � GONGR�T� UNLESS INDIGATED OTHERYVISE. � ?� RANGE HOOD OR DOWN DR?�FT EXHAUST �?�N 15 USED TO M,4TERI,4LS, MEMB�R SIZES, NOtES, EtG. SHOWN ON tHESE StRUCTLIR4L BELOW C�RAD� �= 21 <br /> 5AT15�Y °�HE SOURGE SP�GI�IG �/ENTILATION REQUIREMENTS PL,4NS ,4RE SPECIFIC �OR tNE PROJ�CT ,�Np TAK� P�C�p�NC� 01�R ANY W�l�� �XT. <br /> �. THE PROJ�GT 5H�4LL BE SGtiEDUL�I7 P�ND INSTALL�TION OP �OR KITGH�NS, 7H� RANGE HOOD OR DOWN DR�4�T GON�LIGT UJ17H THE STRUCTURAL NOTES 7HAT �OLLOW. P�OP. O_�{. C��.AZINCz U V,4LUE •�0 gELOW C�R4D� R° �� <br /> ELEMENTS GOORDINP�TED A5 NEGE55fkRY BY THE GONTR�GTOR �XH�UST SI��LL NOT BE LE55 THAN 100 G�M ?�T 0.10 <br /> l"O P�RMIT YYORK B��WEEN DIP���NT T�iAI7�� TO �fiZOG�E]� �I�OOfi'�S .��Ol/� �v �(d � <br /> INGH�S W,4T�R G,4UGE. DESICzN CRItERl,4: M�X DOOR U V,�a�U� -�� UNN�ATED SPAC� �' � � � <br /> WITHOUT UPS�TTING PROPER GONSTRUGTION S�GiUENGES OR - �LOOR LIYE LOAD �0 paf Cwith oth�r I(v� loads tn �cc�rclanc� with �' *� � '`� � � <br /> . . � DELAYING TH� PROJ�GT SGI-IEDULE. , ' '� '`� � '; � '�� <br /> 50URGE SP�GIFIG VEN7ILATION 5Y5TEM5 SH?�LL BE IBG �9, table 16��.0 PROPOSED U V��UE ,�0 S�A� ON �R,�p� � �R_�� �;; �� � <br /> 6. GONTRAGTOR SHALL PROVID� a�EGiUAT� SHORING AND GONTROLL�1� BY Mfi�NUAL SWITGH�S, DEHUMIDISTATS, SNOIU L0,4D 2� psf � ;� � -� <br /> �R?�GING OF ALL. STRUGTURAL MENI3B�R5 DURING GONSTRUGTION. TIMERS OR OTHER APPROVED ME/�NS. GONTROLS SH�4LL WIND: Y3s= 85 mp#� / �xp � � , . > j� <br /> �� R�aDILY AGG�SSIBLE. SEISMIC: SOIL SITE CLASS-D, �8=130�og, S�C=D � /Vll�/,(/4U� 4� SD Y�/�G�l� v� �GC_ �.11ihj,t/�//z,FS s. , -�� <br /> �T. TH� GONfi�G�OR 5H�1�1� V�RIPY �Ll� �00� �ND WINDOW .�ja/aL�-- ���' L</�N �Fi`'/[,/.�C y � -�'LG7i aN SoS,/ W.C�G <br /> - �OUC�t�-OP�NINC� DIMEN510N5 Wlfi'�°f TFiE DOOR AND WIi�II�OW SOURG� SP�GI�IG VENTILATION DUGTS SHALL T�RMIN�4TE �Ou�p„���ONS: <br /> MANUP�GTURERS. OUTSID� THE BUILDING. EXHAUST DUGTS SFfALL BE <br /> ' 8. PLUM�ING, �L�G'fFZIGAL t�l� M�Gt�;4NIGA1� GON�AGTORS ��2UIP�ED WITH B?�GK-I�R,4FT DAMPERS. ALL EXH?�UST �OOTINC�S ARE t0 BE PL�4C�D ON UNDISTUR�ED N�TIVE 501L U11TN AN ASSUM�D D�afC�N <br /> . SHALL �RIFY ,4LL REQUIR�MENTS �OR THIS PROJEGT .�ND DUGTS IN UNGONDITIONED SPAG�S SHf4LL BE IN5UL�4TED TO B�ARINCz CAPACITY OF 2(d00 psf. EXC,4YATIONS AR� TO �E TO TI-!E D�i�TNS SHOUJN �I��" C, 7�& REGISTER£D <br />' � GOMPL.Y WITH A�1.L LOGP�L GOD�S, SUBMIT PL�NS FOR APPROVAL A MINIMUM OF R-4. T�RMIN�L ELEMENTS SHALL HA�/E AT ON THE PLANS AND ,�4RE 70 BE FRE� OF ST,4NDINC� UJ,4TER OYER �XCAVATIONS ,4R� TO U I � I I `LL./ � � ..JUMM� � : C� <br /> AND OBTAIN PERMIT BEPORE STP�RTING WORK. L��45T THE �QUIVAL�NT N�T FREE AREA O� THE DUGT BE BACKFILLED IUITN LEAN CONCREtE Cf'c=2000 par) O� COMPACTED FILL IN .4CCORDANC� • <br /> W01�K. �RMINA�L ELEMENTS SHALL BE SGREENED OR WItN R�COMMENDAtIONS OF A C�EOt�CI�NIC,4L �NCxfN��i�. <br /> q. StfOWN ONLY ONGE, IYPIGAL 1�ETAILS A� NOT R����NGED OTHERWIS� PROTEGTED PROM ENTRY BY LE?��/E5 OR -p ' I II p � LOW�R ��.00R LIYING ��Z��: I8I 5.�. . P�it- Mccu� ouct� <br /> f�T ALL LOGATIONS; THE I1�lTENT IS THAT THEY �4PPLY OTHER M�4T�R1�4L. MINIMUM 50� NET �R�E AREf4 SHALL S I �t�FC��FI�Y� CO�C���: STATE flF WASHIN�TAN <br /> THROUGHOUT THE PROJ�GT UNL�55 OTHERY`415E 1�I0'f�D. M�ET THE R�QUIRFM�NTS O� IRG R303.5. M,�IN �L.00R LIVING ?�i���: q�8 5.�. <br /> � ' 10. ALL REQUIRED SHOP DRAWINGS r4ND SUBMITTaLS SH?.LL BE ,4LL CONC(�T� IS TO i3E MIXED, PROPORtfONEp, CONV�YEp, ANp PI�AC�D IN <br /> REYI�WED BY Ti-IE ARGHITEGT PRIOR TO PROG��DING WITH TH� ,4CGORDANGE WITH fBG '09, IBC 'm9 StANDARDS AND AGI-3ID1. MINIMUM Ui�P�R �LOOR LI�ING �4���r: ql�f 5.�. <br /> WORK. 28 DAY COMPRESSf�/E STRENCaTH IS TO �E 3(d(d� pai �OR U1E,4TWERINCz. C2500ps1 US�D �OR D��fCaN, -rOl���. �.I�INC� �fi'Z��: �0�� �.�. <br /> SPECIAL INSPEGTION NOT REQUIREp) WITH Ali� �NTi�AINM�NT IN ,4CGORp,�,NG� WITN TA�1�� 1��4.2.1. <br /> II. ALL SHOP DR�YVING DINIE1�lSIONS SHALL B� Gf-I�GKED AND <br /> �lERI�IED IK THE PI�LD �Y Ti-t� GON�G�OR. IN�'.�'UL�iTION R�IN�ORCINC-� STEEL IS TO BE CxRAD� 40 DEFORMED �3ARS PER ASTM A615 <br /> WItN p�TAILINCx, �ABRIGATION AND P��4G�M�N7 P�R IBG 'm9 ANp AGf-318. G�4R�G� �R�f�: Sq� 5.�. PROJECT NAME <br /> � 12. G�NERAL GON7RAGTOR SHALL BE R�SPONSI�LE FOR TH� A. GEILIN65 = PLAT: R-4a / VAULTED: R-S8 INTERS�CTINC� CONCRETE IUALLS 8 �OOTINCxS ARE TO HA1(� �4 CORNER B,4RS IUITN A MINIMUM <br /> , f?�PAIR OF �NY D,�MAG� G�4U5ED BY HIMS��P OR OTH�fiz T(2ADE5. �. yn,,o�Lg e R_21 O� IS" OF EMB�DM�Nt ,4ND SP�4GED tNE S,4M� AS tNE NORIZONt�4�. REIN�ORG�MEN1'. /� �r 11[� <br />� ' 13. INSP�GTIONS AR� TO �� fi��R IRG S�GTIOK i�10�. I. AL�I� �XTERIOR W,4LL GAVITIES, IHGLUDING GAYITI�S ��l�l� C ��tJ�� <br /> 14. ADDR�55 MUST �� P05'f�D �1�1D YI51�LE ?�T GOKSYRUGTION SITE. 150LP�`i"�D DURING FRAMING, MUST BE �ILLED WITH ���'�OO� D«��"'}f���= <br /> UNGOMPR�SSED INSULATION. <br /> 2. RIGID BOARD INSULATION IS TO B� PLAGED B�HIND ALL (�OOF SHEATNINC� fS t0 BE 1/2" SPAN RAt�D 2h/16 MINIMUM I�IR�CTLY NAILED TO <br /> �c�s��n �IXTURES IN �xTERIOR W�.I.Ls. SUPPORtINC� tRUSSES OR R4�TERS WITH Scl COMMON � �"o.c. ,4T ,�,L.I� �D��� ,�,Nl� <br /> W���� ��U�� ���IL��I�N �. ��G�D BATTS ARE LAPP�D AAID ARE TO B� 5T?�PLED TO PAG� Sd GOMMON � 12" o.c. ,4t ,41.�. INtERM�Dl,4fi� �l�Pf ORtS. <br /> � � E�4GH DWELLING UNIT SH?�LL �� EQUIPP�D WITH ?� �� ����� <br /> 4. IN5UI�A� BEHIND TUB/ SHOV`I�R PAR7ITIONS AND GORNERS. �LOOR SHEA7NINC� CSU�-FL.DORINCx) fS TO �� �/4" MINIMUM 51�,4N �,T�D 24�'b.c. T4�x ��I I lG I I �� X : <br /> VENTILATION SYST�M G�Mfi'LYINC� WIT#� M15O8.4, M1508.5, DIRECt�,1' Cx1.l��D ANp NAILED 70 SI�PPO�tINCx J�ISTS OR �E,�,M� WI71�I 1�d COMMON g � <br /> MIa08.6 OR M1508.`t. G. �LOORS = R-3o io" o.c. A7 ALL EDCxEB ANp �4ND 1(�d GOMMON � 12"o.c. AT ,4LL fNTERMEDIATE SUPPORTS. �REMI�� <br /> D. SLAB-ON-C�R,4DE = R-10 <br /> - GONTINUOUSLY OP�RATING EXHAUST �/ENTIL�4TION SYSTEMS I. 24" MINIMUM PERIMETER RIGID INSULATION UNDER ,4LL SH�ATHINCa IS TO BE L,4fD UP UJItN TNE FACE CxR�IN PERf��NDIGULAR TO T�{E SUPPORtS. '�O �o��� S�+E�T C OMMUNITIE S <br /> SHA.LL PR0I�IDE TH� MINIMUM PLOW R,4TE5 SPEGI�IED IN GONGRET� SLAB IN H�,4T�D SPAGES. �tI �fiZC�fIT�GTUR�L D�TP�ILS <br /> . TABLE M1508.2. U�OOD �OO� T��SS�J: �t2.I �TRUGTUR,4L D�T�41 L5 <br />� ,. T�I� DEL11/ERED RAT� FOR INT�RMITTEN7LY OP�RATING MOI�TU� GON�OJ.s M�tAL P�ATE CONNECTED WOOp TRUSa�S ,4� TO �� ���IC�N�p �Y �4 W�48HINC�TON ST�4T� ��.2 aT�UGTUR�L DET�IL.S <br /> VENTILATION SY5TEM5 SHALL �� THE GOM�INATION OF IT5 PRO�ESSIONAL �NC�INEER IN ACCOR�,4NC� IUIT+-I ,4N81/TF'I 1 "NA710N,4L DESIC�N <br /> D�1.IVERED GAPAGITY FROM T,4BL� M1508.2 �ND IT5 vA�oR �TA��RS: ST,4NDARDS �OR MET,4L-PL,4TE CONNECT�D WOOD TRUSS CONSTRUGTION" AND IBC '09. <br /> Y E NT I L AT IO N E�F�GT I V E N ESS �ND D�I L Y F R AGTION A�L P L O D R S 3/4" G D X P L Y W O O D O R 3/4" o.S.B ME?AL PL,4TES �4RE TO BE IC�O �PPROV�p, V�i�l�l�p BY ,4 CURi�NT �POi�T NI�M��I�. �3� ��T � �O U N I��r T I O N <br /> OP�RATION TIME FROM TABLE M1508.3. WALLS PYA PAINT TRUSS�S, INC�UDINCz DR4Cx TRUSSES AND S+-IEAR FR4ME8, ,4RE TO B� PL.4NT �,4BRICAT�D ��FA� ?�LT � LOW�fi� �LOOR PL�.N <br /> GEILING P�/q pAINT � <br /> BY A MANUFAGTURER IN COMPLIANCE UJITN fBC �9 "�EG7fON 23�3.�, tN� TRUSS ��j� ,�LT � M�IN �LOO� �i��MIN� PL,4N <br /> � � � INTERMlTTENT WHOL� HOUSE �lENTILATION INT�GR?rTED WITH I. PiTTIG P�GGE55 AND DOORS ?�R� TO BE BAP�L�D, MANLl�ACTURER IS RESPONSIBLE �OR 1�RI�IC.4TION O� ALL tRUSS L.ENC�7�IS �'RIOR TO <br /> A FORGED AIR SYSTEM: INTEGRATED WHOLE HOUSE WEATHER-STRIPPED AND INSULA'T�D FABRfC,4tION. tHE TRUSS ERECTION CONTRACTO� IS R�5PONSI�LE �Ofi� /�LL tEMPO(2,4R1' �6� �LT �4 M�IN �LOOR PL�N <br /> VENTIL?�TION 5Y5TEM5 SHALL: 2. EXT�RIOR DOORS AND WINDOWS �4R� To B� GAULKEn AND BRACINC� pURINC� INST,AL�A710N AND �OR ,4L� PEi�h1,4N�NT Bi�AGING� ID�NTI�I�D ON tN� ,$"1� ,4LT � Ufi�P�R �LOO� ��P�MING PL?�N <br /> Y`4�ATHER-5?RIPPED. TRUSS PL�4N5. <br /> I, i�i�01(IDE OUTDOO� �41R �T TI�fE R�`� C.ALGULA�D �, ���SSED LIGHT �IXTURES TO LIMIT �41R LEAKAG� PER �tS�t �LT � U�'P�R �LOO� PL�4N �'�W� �:�,�, N�� ���1' ��U��'WED 7�IESE <br /> _ U51NG SEGTION M1508.3 WSEG 502.4.4 M��'�� G"o���C�O��J+ �O� ��op: ���t �LT ,4 �00� FR�MING �'L.�N ���������� ��1��3 ������i�k��il i� ��`i�'�'�'`�,S�Jo� �RAWING TITLE <br /> 2. 5H?�LL DISTRISUTE OUTDOOR ?�IR TO E/�GH HABIT�4BLE 4. ALL PLUMBING, �L�GTRIGAL AND HVAG PEN�TRATIOMS IH <br /> ROOM THROUGH THE FORGED-,41R SYST�M DUGTS PLOORS, WALLS P�ND G�ILING A�RE TO BE GAULKED AND S�ALED. J�tIOJJ�tt �LT ?� ELEY?�TIONS � <br /> � 3. SH,4LL H�41(E �4N OUTDOOR ,41R INLET DUGT GONNEGTING 5. �LEGTRIG�41.. OUTL�T ,�ND LIGHT SWITGH BOXES ON �XTERIOR THE MODEL NUMRERS OF M�T,4�. GONN�CTO� lU+��R� �P�CIFI�p ON 7H� (��ANS <br /> � ,4RE TNOSE AS M,4NUF,4GTURED Bl' S1MP5ON STRONCa-TIE COMPANY, ING. ���� �LT � �LEY�TIONS A Benchm�rk :� �+5��11��r�� �� �1t8 <br /> �° A TERMINf�.L ELEM�NT ON THE OUTSID� O� TH� �UILDING WALLS MUST BE SE�L�D AT TH� BAGK OP TH� REG�PTAGLE <br /> WITH ?� ��G� PLP�I'� Gpt51G�T. �tl2pt �LT � BU I LD I�lG S�CT I ON T� Verif � t,�v�t] Bttild���' ��i�ht � <br />' '� TO THE RETURN ?�I� PL�NUM O� TH� FORGE-?.If� SYST�M b. 51LL PLATE TO BE GAULKED OR 6LU�D TO 5UB-FLDOR BOLtS ARE t0 PE A30� W17H WASHERS �T aLL WOOD SUI�ACES B�NE�4TH HEAD � ��' " <br /> AT R POINT 4 FE�T U�STi�AM OF TH� AIR HAN�LER TO ,. ��uLK/ se�L RIM .lai5rs BErw��N sroRi�s. OR NUT. BoLt HOLES ARE to B� 1�16 CaREATER IN DfAMET�R tH,4N BoL,t DIAMET�R <br /> PREVENT THERM?�L SHOGK TO THE HE�T EXGH,4NGER NAI�.S ARE 70 BE COMMON WIRE NAILS ,4ND O� C�U,4Ntit1' SIZE LENCxtN AND t1'P� <br /> 8. PIRE-STOP ?�LL PEN�TRATIONS AS R�QUIR�D BY THE GODE ' ' I��B �LT B �OUNDP�TION <br /> 4. SH,ALL BE �QUIPi��D WITH ,4 MOTORIZED D�MPER � �UILDING nE�ARrM�NT. �4S SPECIFIED B1' SIMPSON. �����:w`�`�����;���� �����'���� <br /> GONNEGT�D TO THE AUTOM�471G YENTIJ�ATION GONTROL 1U00D ROOF tRUSSES ARE TO B� CONNEGTED TO tHE i�LA7� LINE IUITH ON� CI) �Q'� �41-T � LOW�R FLOOR PL�N ����� ����� ��� �������� <br /> � _ 5. SW�L.L �E GON`fFZOL.L�1� �Y � 24-WOUi� GLOGK TIM�R SfMPSON N1 NURRIC,4N� tl� At EAC�I �'�US"� ��ARINC�. ,��� ?�LT � M�rIN �LOOiz �i��MINC� �L�N ��� ��� ��� ,�j� <br /> WITH THE GP�P��ILITY O� GONTINUOUS OP�R�TION, NAILS ARE COMMC)N IUIRE. �tFj� ��.�T � M�IN ��OOR ���N �aa�`����°��� :�`� ���`����� � <br /> M�NUA� P.NI� �UTOM�rTIG GONTRDI�, GON7RO�LING TH� M�CiH�NIG�L �ND �L.UMBING M�?,4L GONN�CTORS IN CON7ACt WITM fi���S�RYATfY� TREA1'�D 1U00p ,4R� TO W,4Y� A CORR05fON ;°� � <br /> PROtEGtIV� COA7INC� PER tN� RFCOMM�N�A�IONS � 1'k#� P����RYAfiIY� T�,4TE� WOOp SUPPI�f�fi� ,��� �4�T � Ui���i� �LOOi� �R�MING �L.�N ISSUED 2�OCT2�11 <br /> �ORGED AIR 5Y5T�M �ND P�UTOMP�TIG DAMP��. T�#E I. IN UNi-f��4`C�D �REAS, MOT AND GOLD WATER PIP�S ARE TO <br /> TIMER SW�LL �� i�A�DILY ,�GGESSIBL.E ,�ND G�PP��LE �8� �LT � Ui�i��i� �1�00� �L,4N FILE N0. 212� <br /> �� INSULa'�ED TO R-3, MEATIN6 DUGTS ARE TO B� INSULA"I"ED AND 7HE MET,4L GONNECTOR MANU�AGTUR�R. I� TH� N��D�D IN�ORMAtION IS NOT i�(�OVIDEp , <br /> - OF OP�R,�TING THE SYST�M WITF+OUT ENERGIZINC� OTH�R To R�B. STAINLESS ST�EL CONNECTORS A� �GOMM�NI��p. ��� �L.T � ROO� ���MI P�IC� PL�N �RnPANE TAI:iCS, H�AT PUMPS AND <br /> ENERGY-GONSUMINC� ?tPi�LIANGES. AT THE 'fIME O� 2. WATER i-I�ATER STORAG� T,4NK TO B� L,4B�LED TO MEET Tf�i� OTHER EQUII �AENT Of�A�PURTENANC�S JOB 'N0. - <br /> __ <br /> PINAL INSP�GTION, THE TIM�R 5H?�LL B� 5ET TO lab"t NATIONAL APPLI?�HGE ENERGY GONSERVATION AGT. ��4STEN�RS INStALLED IN PRESERYATII/� TR�ATED WOOp �IO� �LT � �L���TION� MAY NOT BE .00ATED I(V�'FIE FRONT �' <br /> OPERATE THE SYSTEM FOR �4T LE�45T 8 HOURS /� DA�Y. 3. 5T'�EL W.H. TO GOMi'LY WITH ASHRAE 90A-80 to BE Not DIPPED �,4LvANIZED, oR StAiNLESS StEEL P�R IBG 23m4.9.5 �I IS �LT � EL�V�TIONS AND SID�S�:��C�S, PRpPANE TA�KS � • <br />� , �4 L�4BEL 5H,4LL B� ,4PFIXED TO THE GONTROLS THr4T 4. EQUIP WATER HEAT�R WITH A PR�SSUR� REQUIRE Af�[IT{ONAL P�RMIT�ISSU�D DRAWN � �� TI�� <br /> � P�12B �LT � �U I LD I NG S�GT I ON SY THE EVER;TT FlRE D�PART��ENT CHECKED BY ,��1"1 <br /> R��4D5 "WHOLE HOUSE V�NTILATION (5E� OP�RATINC� R�LIEP LINE PLUMBED TO OUTSIDE U�OOI� F��INC�: <br /> INSTRUGTIONS)" 5. PROYID� 26 GA M�T�4L S�ISMIG STR,4P5 AROUND 2x LUMB�R TO BE HF*2 OR BETTER �XG�PT UJAL1� STUDS M,41' �� N� STUD Cx�4D� � PRIOR TU INd FA�LATIQN. � <br /> WA�� H���R To w�1.L ro r�sisr l.ar��L. �oRceS. SILL PLATES I-4F*3 IUH�R� NOT SPEGI�I�D ON THE i�LANS: REVISIOI�S --- <br /> THE R�G2UIR�D PLOW i�AT� SH�LL BE YERIFI�D �Y �I�1�D 6. h+.V.A.G. UNIT TO GOMPLY WITH T+i� W.S.E.G. E a.� COLUMNS IN WALLS �RE t0 BE C2� 2x S?'UDS O� tWE S�ME UJfDtW ,�5 TI-4� IUALL <br /> L���L.�D WITH A PERPORM,�NGE RtyrTING. <br /> - . �STING WITH A �L.OW HOOD OR ?� �LOW M��SUfiZING '1. ��.�VATOR TO GOMPLY WITH IRG R323 AND ASME AI'7.1 �4ND SPIKED tOCrtEtNER WItH Imd � 12" o.�. CUNL.�55 NOT�D 0��4�RlUl��� <br /> � � DEYIGE. b.) �LOOR �RAMINCx PARALLE� TO INT�RIOR {�AR7ITIONS IS TO H.4Y� ONE F�OOR � - <br /> JOIST DIREGTL� �ENEAtN EA�cH P,4RTITION LES� 7H,4N oN� aAL� SPAN L�N�TI� r�qpi�G ��aD DR�INA�E 1F �U1�,ll11�vG 1s NOT �US1T�Ui��17 a� <br /> ALL SUPPLY DUGTS IN �HE GONDITIONEI� SP�GE SH,�LL �E ,4ND 7LU0 JOISTS WHERE PARTITION EXCEEDS ON� H.4�.F TNE SP�4N ��NC�TH OF <br /> INSUI�,�T�D TO � MINIMUM OF R�4 THE JOIST. <br /> - c.) FLOOR JOIStS ARE t0 B� SLOCKED AT ALL B�ARINCaS. INDICAZ'EU ON APP`��;IED sITE PL�I`d, <br /> 1, �rovisidns sh�ll be made for th� control and drainage of �uriace � NEW iITE �LAP�t SHALT BE SUBNIIT- <br /> OUT�OOR ?�IR INL.ETS 5H�4LL �� �GR�EN�1� OR OTH�RWIS� d.) W,4�L TOP PL�4T�S ,4RE t0 HAY� ST�Cs�i?�D �PLICES ,4 MINIMUM O� 4'-m" ,4P�4RT ava��r around buildings by: gu#f�ril, drain lines, inlets and cazch TED, NTCD FURTHE� ii�lS�'ECT�OT�tS tiViLL <br /> . f�i�OT�GTED �i�OM �NTRY �Y L���V�S Oi� OTHER MATERI,4L AND SPIIG�D TOCzEtNER IN THE 51�1�IG�D zON� UJITI� A MINIMUM O� �-16d SINiG�Ra. k,�a�in� or other necess�ry drainage structures and shall be installed ��MADE O�t THI`�PI�OJECT Ui�TdL,�'�-3E <br /> AN1� SFfALL �E LOGA�D TO LIMIT IN`��KE AIR �ROM T�f� �J WOOD IN CONtACt LUItN tN� WEAtNER, SOIL, GONC�t� OR MASONR�r' IS t0 BE y�rj�rz �torm watar dispasai cannot be obtained without their use or ��VZSEi� �z7CE PT��i��1�k3E�i����?O�- <br />, �;, �OLLOWINC� �i�,�5: PRESER�/ATIv� tRE,4tED. I� II v,�here erosion cannot be prevented by �inish �rading and plan#ing. �� �� ��� ��`�'���`g�P���°�� ���� ` <br />- I. GL.OSEfi� 7�1�4N 10 ���T ��OM �N ,�PPI,IANG� Y�NT OUTL�T fJ ISOLAtED COLUMNS AR� t0 NA1� CC tYP� GOLUMN G,4PS. COLUMNv fN WALLS ,4R� ���''�S, SHEET 1�0. <br /> UNL�55 TH� VENT OUT1��T 15 3 ��E`f A�OV� TH� OUTDOOi� t0 N,41�E "AG" "LPC", OR "PC" tYP� �'Oat C,APS. Dry wells shall not be itls�alled �n �reas �r��rere tf� s��i! a� nc�f Fr✓e�! , , <br /> ,41R INL�7' dr�ined and�or porouso - - It:is own?r� responsi�ility tg ��aa��i�ka ��� ���e �i � <br /> 2. WHER� IT WILL PIGK U� O�JEG�IONA�I�E OD��S, �uM�� St�UCTUi�,L C�LU�I� �}4MIN,4T�� TIM�3��: �r����� ���, . <br /> OR ��.?�MM��1.E VAPORS f � <br /> . . � 3. P� H,4Z,4RDOU5 Ofi� Uh15ANITARY L.OGA710N M�NLI�,4G1'URED B�AMS ,4RE t0 BE O� DOUCx�AS FIR �ND STR�SS CzRAD� COM�INAtION �, �r�r�ing shall be pr�vided � �t�su�� {,. `' �!`��"'�t' �� �a����--�-� <br /> 2��-Y�, BEAM GAMBER WN�R� REQUIREp IS SI-IOUJN ON tNE PLANS. e <br /> 4. R ROOM OR SPAG� H,4YINC� �NY �UEL-BURNING (a) �iversion nf w���r �w�y�ri�ryi �t�'�dirig� �������� ��� ��'����� � <br /> �i�i�l�I�NG�S T+���I N <br /> 5. GLOSER THAN 10 ���T ��OM f� �/�NT OP�NING O� �r '�'J���C����. ���,����C,���� �ooD ��Op�C�cJ: (�) F'reventian �f ��andong rMa��r and �oi9 �������t�i��r��s Roof truss�s to b� de�ignet� <br /> and drawing prepared b <br /> _ PLUM�IN� DRAINAC�� SY�'�M UNL.�55 �HE VENT OP�NING 1U00D I-B�AMS ,4ND OTHER PRE�A�RIG,4TED LUOOD PRODUG7S SHOWN ON TH� PLANS �� struc�l�res and 1c�t u�a ,t : � ���N(I� SET <br /> 15 �4T LEA�ST 3 ��ET A�OY� TH� AIR INl�ET ,4RE THOSE PRODUGtS ,4S MANU�ACTURED BY TRUSS JOIST MacMfLLIAN. �cj That nat�ra! draer�a � ���n�� � �� � ' A a State licensed �tructu�� <br /> p� <br /> 6. �ITIG, G�+WL Sf�A�GES O� C���,4G�✓ . � �.�''� ��� �i' <br /> filled, " � �ngine�r. <br /> .. ,, �� <br /> , (�) �rovisian�rt�t'�����iP� ��;.��� <r�::.,��� <br /> ; <br />• . �ej �rofec�ion a� a�j�9r��n�`�r��r�a � <br />