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<br /> owNER PREMIER COMMUNITIES
<br /> BASIC N0. 416
<br /> DATE REV'D 11 15 11
<br /> APPROVED BY �°� DATE ,�-�� � �_.__
<br /> OFFICE SET � JOB SET :
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<br /> G�1���'��. 1�OT�S STfi�UGTUi��L 1�OT�S � r � � � � e � � � r � � P � � � � ; � �
<br /> *� 3815 S. Suite 100-341 Othello St. Seattle, WA 98118
<br /> I. ALL WORK SHAL.L GON�ORM TO 1�PPLIGA�BL� GOD�S, INGLUDING EXH�UST Y�NTIL�►TION 5Y5T�M ���`����= 206.443.1181 �
<br /> BUT NOT LIMIT�D TO TH� 200q INT�RNATIONAL SUILDING GOD�, 50URGE SPEGI�IG �XH,4UST YENTILATION IS RFQUIRED IN ,4LL M�THODS, M,47ERI,4LS AND IUORKI'1ANSHIP AR� t0 GON�ORM t0 TNE 2��g WS�C Cf"T�CI�� �S� �fi��� �O - �
<br /> INTERNaTION,4L RESID�NTIAL GODE, THE GURR�NT WASHINGTON E/�GH KITGHEN, BATHROOM, WAT�R GL05ET, LAUNDRY INtERNAtIONAL BUILDINCz COD� AND StANDARDS, 2mm9 �DItION CIBC 'm9), AS
<br /> STaTE �NERGY GODE, THE WA�5HIx6TOH STaTE 6UILDING GOD�, ROOM, INDOOR SWIMMING POOL, SP,4 ,4ND OTHER ROOMS AMENDED AND ADOPTED BY THE CxOYERNINC� JURISDICTION. OPtION III INSULATION
<br /> GFff�PTER 51-20 1�ND 81-21 WAG, THE AMERIG�4N5 WITH DISABILITIES yn4�{ERE WATER V�POR OR GOOIGING ODOR IS PRODUGED.
<br /> AGT, ,hND ,4LL RUL�S, REGULATIONS AND ORDINANGES OF THE THE MINIMUM SOURGE SPEGI�IG VENTILATIDN E���GTIVE tHE CONtRACtOR IS R�SPONSIBLE �OR tNE �OLLOUJINC�: MAX C�LAZINCs �'o UN�.IM. FL,4T C�I�.INC� R= 49
<br /> Go�/ERNIN6 AUT+�ORITY. EXHAUST GAPA�GITY 5H?�LL NOT B� LE55 THAN LE1(�L5 a•� PROVIDIN� tEMPOR,4R�' SHORING ,4ND BRACING UNTIL ALL StRUCTURAL
<br /> 2. ENGINEER�D DE51GK IN AGGORDANGE WITH THE IBG IS PERMITTED. SPEGIFIED IN Tr4BL� MI�✓O"1.3. �LEMENt�v HAvE BEEN INStALL�D AND GONNECtIONS GOMPLEtED.
<br /> 3. THE GENERAL GONTRAGTOR SHALL 1l�RIP'P ALL DIMENSIONS, b.) FIELD vERIFIGATION AND COORDINAtION OF ALL DIMENSIONS AND PROPOSED CaLAZINCx 9'a N/A V.4ULTED GEILINCx R= 38
<br /> AND SITE GONDITIONS, AND SHALL NOTIFY TFfE ARGHITEGT F,4N5 PROYIDING SOURG� SP�GIFIG VENTIL�tTION SHALL ELEYAtIONS BEFOR� PROGEEDINC� W17�-I THE WORK ,4BOYE C�RAp�
<br /> IMMEDIA�TELY IN WRITING OP l�NY DISGREPANGIES, ERRORS, HAVE a MINIMUM PLOW RATING O� NOT LE55 TH�4N 50 G�M �•� BRINC�INC� t0 tNE .4ttENtION O� tNE SUILDINC� D�SIC�sNER �4NY CON�LIGTS MAX. 1�ERt. C��AZINCrt U vALU� 30 �XtERIOR IUALLS R= 21
<br /> OR OMISSIONS PRIOR TO PROGE�DING WITH THE WORK. AT 0.25 INGHES WATER G?�UGE FOR BATHROOMS, IN DIMENSIONS, MAt�RI.�LS OR NOtES SHOWN ON tHE PLANS.
<br /> LAUNDRIES OR 51MIL,hR ROOMS, AND 100 GPM AT 0.25 d.) INSt,4LL,4tION OF PROPRIEtARI' PROpUCtS IN ACGORpANGE IUItH PROP. YERT. C�LAZINCs U Y,4LUF 3m �_•
<br /> 4. DO NOT SGALE THE DRAWINGS �OR GRITIGAL DIMEN510N5. MANUF,4GTUR�R'S SPEGI�IGATIONS AND RECOMMENpATIONS.
<br /> DIM�NSIONS �4RE SHOWN TO PAGE O� 5TUD5, POSTS AND INGH�S WAT�R GAUG� �OR KITGHENS. EXG�PTION: WHERE .
<br /> GONGRETE UNL�55 INDIGATED OTHERWIS�. �4 RA1�GE HOOD OR DOWN DR,4�T �XH?�UST F�hN IS USED TO MATERIALS, MEMBER SIZES, NOTES, E7G. SNOUJN ON TH�S� StRUC7URAL MAX. O.H. C��AZINC� U YA�U� .50 SELOW CxRADE R= 21 '
<br /> 5. THE PR0.IEGT SH,4LL BE SGH�DULED AND INST�4LLATION O� 5,4TISFY THE SOURGE SPEGIFIG 1/ENTILATION R�QUIR�MENTS PLANS ARE SPECIFIG FOR tH� PROJECT ,4Np t,4KE PRECEpENC� 01/�R ANY
<br /> �OfZ IGITGHENS, THE R,4NGE HOOD OR DOWN DR,4FT PROP. O.H. C�LAZINC� U VALUE .r�-0 WA�� �Xt. '
<br /> CON��.IGT WITH THE STRUGTURAL NOTES THAT FOLLOUJ. BELOIU C�RADE R= Im
<br /> ELEM�NTS GOORDINATED AS NEG�SSP�RY BY TH� GONTRAGTOR EXHAUST SHf4LL NOT $E LE55 TH�4N 100 G�M AT 0.10 �LOORS ABOY y
<br /> TO P�RMIT WORK BETWEEN DIP��RENT TR,4D�5 TO PROG�ED INGHES W,4TER GAUG�. pESIC:N GRIT�RIA: MAX pOOR U 1�A�U� 2� E R= 30
<br /> WITHOUT UPSETTIKG PROP�R GONSTRUGTION S�QUENGES OR FLOOR LIY� �OAD �0 sf Cwfth other live loads in accordance with UNHEATEp SPAC� �
<br /> DEL?�YING TH� P�OJEGT SGi�EDULE. p
<br /> SOURGE SPEGI�IG 1/ENTIL�4TION SYSTEMS SHALL BE IBC '09, table 160"i.l) PROPOS�D U 1/,4LU� ,�m SL.4B ON C�RADE R= 10
<br /> 6. GONTRAGTOR SHALL PROVIDE ADEG2UAT� SHORING AND GONTROLLED BY MP�HUA�L SWITGHES, D�HUMIDISTf4T5, SNOW LOAD 25 psf
<br /> BRAGING OP ALL STRUGTUR?�L MEM8�R5 DURING GONSTRUGTION. TIMERS OR OTHER APPROVED ME�NS. GONTROLS SFfALL UJIND: 1�3s= 85 mph / �xp �
<br /> �. THE GONTR,4GTOR 5HALL YERIFY ?�LL DOOR AND WINDOW
<br /> BE READILY AGGE551BLE. S�ISMIG: SOIL SITE CLASS=D, Ss=135�og, SDG=D
<br /> ROUGH-OPENING DIMENSIONS WITH THE DOOR �4ND WINDOW
<br /> MANUFacTv�Rs. SOURGE SP�GI�IG VENTIL?�TION DUGTS SHf�LL T�RMIN?�TE �OUN�,��IONS: ?��
<br /> OUTSIDE TI�E BUILDING. EXH�4U5T DUGTS 5H�4LL BE FOOtINGS ARE t0 SE PLACED ON UNDIStURBFD NATIvE SOIL IUItN AN ASSUMED DESICsN ��s
<br /> 8. PLUMBING, ELEGTRIGAL AND MEGHANIGAL GON?RAGTORS �QUIPPED WITH BAGK-DR?��T D,4MP�R5. ALL EXHAUST
<br /> SH.4LL YERI�`P ALL REQUIREMENTS POR THIS PROJEGT �4ND DUGTS IN UNGONDITIONED SPAGES SHALL BE INSUL,�TEn To BEARINC� GAPAGITI' OF 2000 psf. EXGAYATIONS ,4RE TO BE TO THE DEPTHS SHOUIN REGISTERED
<br /> �3U I L.� I 1�G ���� SUM1��i�Y . �'�
<br /> ON TNE PL,4NS AND �4RE TO BE �REE OF STANDINC� WAT�R. OV�R EXC,4VATIONS ARE TO . Ci'
<br /> Go P Y WITH ,4L.L LOGAL GOD�S, SUBMIT PL�4N5 POR APPROVAL ,4 MINIMUM OF R-4. T�RMINAL ELEMENTS 5Hf4LL HP�V� AT '
<br /> AND OBT�IN PERMIT B�FORE STARTING WORK. LEAST THE EQUIVI�L�NT NET FREE �4RE�4 OF THE DUGT �� B/aG��LLED UJ17H L�,4N CONGREtE Cf'c=20ID0 psl) OR COMPAGI'ED �1LL IN ACGORDANCE �
<br /> WORK. TERMIN,4L ELEMENTS SHALL BE SGRE�NED OR IUItN REGOMMEND.4tIONS OF A CxEOtECHNIGAL ENC�INEER
<br /> Q. SHOWH ONLY ONGE. TYPIGP�L DET,41L5 �4R� 1�lOT RE��R�NG�D "
<br /> . PHIL MCCUL OUGH
<br /> AT ALL LOGATIONS; THE INTENT 15 TH,4T THEY P�PPLY OT RWISE PROTEGTED �ROM ENTRY BY LEA1(E5 OR LOW�R �LOOR LI�ING �R�Pt: 28O cJ.�. STATE �F WASNINGT4N
<br /> TF+ROUGHOUT THE PRo,1�GT UKLESS oTHERYVlS� HOTED. OTH�R MAT�RI?�L. MINIMUM 505G N�T �RE� AREA 5H�4LL STRUCTUR,4L CONCRET�: �
<br /> MEET THE REQUIREMENTS O� IRG R303.5. ,4LL GONGREt� IS t0 B� MIXED, PRO�ORtIONEp, CONYEI'�p, ANp PL,4GED IN M�IN FLOOR LIYING ,4RE�: 782 5.�. ^�
<br /> 10. ,4LL REQUIR�D SHOP DRAWIN65 AND SUBMITTALS SHP�LL BE ,4GGORDANGE WItH IBG '09, IBG '09 STANDARDS AND AGI-3(dl. MINIMUM U�PER �LOOR L11�ING �R�,4: 6�'8 5.�.
<br /> REVI�WED $Y TI-IE �RG�fITEGT PRIOR TO PROGE�DIA16 WITH TH�
<br /> WORK. 28 DA1' COMPR�SSIYE STRENCx7H IS TO BE 3000�s1 �oR WEATHERIN�. 125m0psr USED �oR DFSIGN, TOTf�L LI�ING ?�RE?�: I��FO 5.�.
<br /> II. ALL SHOP DRAWING DIM�NSIONS SH�4LL 8� G�fEGKED AND
<br /> SPEGIA� INSPEGtION NOt R�QUIRED� WITI-1 AIR EN R41NM�Nt IN ACCORpANGE W17N 7AB�E 19m42.1.
<br /> �lERIPIED IN THE �IELD BY TFf� GONTRAGTOR. INSUL�TION REINFORGINC� StFEL IS TO BE CxR4DE �0 DE�ORMED B,4R5 PER ASTM A615
<br /> UJItH pETAILINC�, FABRICATION AND PLACEMEN7 PER IBG �r�g aNn Aci-s�8. G,4R,4GE ,4RE�4: 480 5.�. PROJECT NAME
<br /> 12. GENER�4L GOKTRAGTOR SHALL BE RESPON5IBLE �OR THE I�. G�ILIHGS = PLAT: R-49 / VAULT�D: R-38 INTERSECTIN� CONCRFTE WALLS � FooTINGs ARE To HAvE 4 CORNER BARS wiTH A h11NIMuh1
<br /> R�PAIR OP ,4NY DAMAGE GAUSED BY HIMSELF OR OTH�R TRAD�S. N
<br /> B. WaLLS = R-2I OF 18" O� EMBEDMENt AND SPAGED tNE SAME AS tNE NORIzONTA� REIN�ORC�MENt. PLAN A�� 1
<br /> 13. INSP�GTIONS ARE TO B� PER IRG SEGTION RIOq. I. ALL EXTERIOR YVI�LL GA�lITIES, INGLUDIN6 GAVITIES
<br /> 14. �DDR�55 MUST B� POST�D aND �l151BLE AT GONSTRUGTION 51TE.
<br /> N�GOMPR�SSED NSUL�ATIpN, MUST BE �ILLED WITH ��,��,�JOOD U f,4fi���?,4C�1"�S:
<br /> 2. RIGID BOARD INSULATION IS TO BE PLAGED B��fIND ALL ROO� SHEA7HINC� IS t0 BE I/2" SPAN RAl'�p 24/16 MINIMUM pIRECT�1' NA11.ED 70
<br /> R�G�55�D PIXTURES IN �XTERIOR WALLS. SUPPOiZtINCs tRUSS�S OR R4�tERS WItH Sd GOMMON � 6"o.c. At AL� EDCxES AND
<br /> W�OL� HOUS� 1�NTILr4TION 3. PAGED BATTS ?�R� LAPPED A�ND ?�RE TO BE STftPL�D TO PAGE $d GOMMON � 12" o.c. AT ALL INT�RMED1,4tE SUPPORTS.
<br /> EAGH DYVELLING UNIT SH,4LL BE EQUIPPED WITH � OF STUDS.
<br /> 4. INSUL,4TE BEHIND 7US/ SHOIN�R PARTITIONS AND GORNERS. ��.00R SHEATHINCz (SUB-F�OORINCx) 18 t0 BE 3/4" MINIMUM SPAN RA7ED 24"o.c. 73Cs ����I I �G I I ���X : k=•
<br /> Y�NTIL?tTION SYSTEM GOMPLYING WITH M1508.4, M1508.5, DIR�GTLY C�LUED .4ND N,41LFD t0 SUPPORTINCa JOISTS OR SEAMS LUITH 10d GOMh10N m
<br /> G. �LOORS = R-30 �o o.c. AT A�L �DCxES AND ANp 10d COMMON � 12 0.�. At ,��� �Nt��,�,�p��t� SUPPORts. P R E M I E R �
<br /> M1508.6 OR M1508.7. „ „
<br /> D. SLAB-ON-GRADE = R-10
<br /> GONTINUDUSLY OPERATING EXHAUST VENTIL,4TION SYSTEMS I. 24" MINIMUM PERIM�TER RIGID INSULATION UND�R `
<br /> ALL SNFAtNINCs IS t0 BE L.41D UP Wlt� tNE �ACE C�RAIN PERP�NDIGU�AR t0 tNF SUPPORtS. �O G01/�R SHEET C�MMUNITIE S
<br /> SHA�LL PR0I�IDE THE MINIMUM PLOW RATES SPEGIFIED IN GONGRET� SLAB IN �I�ATED SPAG�S. I�I �RGHITEGTUR,4L D�T�41L5 .
<br /> TABLE M1508.2. U�OOI� ROO� TRUSS�S: �2.1 STRUGTURAL DET�41L5 .
<br /> THE DELIYERED RATE FOR INTERMITTENTLY OPERA�TING MOISTURE GONTROL MEt,4� P�AtE GONN�GtED WOOD tRUSSES ARE TO BE DESICzNED B1' A WASHINCz70N STAtE �2.2 STRUGTUR�L D�T�ILS
<br /> 1/ENTIL,4TION SYSTEMS SH,4LL BE THE GOMBINATION OF ITS PROFESSIONAI. �NC�xINEER IN ,4CCORD�4NCE WITN ANSI/7P1 I "NAtIONA� DESICxN ^
<br /> DELI�/ERED GAP,4GITY PROM TABLE M1�08.2 AND ITS vapoR �ra��Rs: StANDARDS FOR MEt,4L-PL,4TE coNNECTED WOOD TRUSS CONSTRUCTiON" AND IBC �mg. �,,3,4 }�LT � FOUND�TION
<br /> VENTILP�TION �FFEGTIVENE55 AND DAILY �RAGTIONAL PLOORS 3/4" GDX PLYWOOD OR 3/4" o.S.B META�. PL,4tE5 �4RE TO BE IGBO APPROV�p, V�RI�IED B1' A GURRENT REPORT NUMBER
<br /> OP�Rf4TION TIME FROM T,hBLE M1508.3. YVP�LLS P�/r4 P�41xT tRUSS�S, INGLUpINCa DRAC� tRUSSES AND SHEAR FR4MES, ARE TO RE P�.ANT �ABRICATEp �4�4 ,4LT ?� LOWEi� �LOOR PL�N
<br /> GEILING p�A PAINT BY A M,4NU�ACtURER IN COMP�IANGE WItH I�G '09 SEGTION 23m3.4. 7HE 7RU85
<br /> INTERMITTENT WHOLE HOUSE 1lENTILATION INTEGRAT�D WITH I. ATTIG P�GG�55 AND DOORS �4R� TO B� BAPPL�D, MANUF,4GtURER IS RESPONSIBLE �OR vERI�IGATION OF ,4LL TRUSS LENCxTHS PRIOR TO �5� �1-T A MAIN �LOOR FR?�MING PL�N
<br /> A �ORGED AIR SYSTEM: INTEGRATED WHOLE HOUSE 1^4EATHER-STRIPP�D AND INSULATED F,48RfG,4TION. THE TRUSS ERECtION CONTRAGtOR IS RESPONSIB�E �OR ALL T�MPORARI' �6A� �LT ,4 MAIN �LOOR i�L�N
<br /> VENTILATION 5Y5TEM5 SHALL: 2. Ex�RIOR �ooRs �,N� WINDOWS AR� To BE G,4ULKED Ai�t� �R,4GINCx DURINCx INStA��AtION AND �O� A�� P�RMAN�Nt B�4GINC� IDENtIFIED ON tNE
<br /> I. PROVIDE OUTDOOR AIR i�T THE R�4TE G�LGULi�TED ��TFfER-STRIPPED. �t�� ,4LT ?� UPPER FLOOR �iz�MING �'L�N
<br /> U51NG SEGTION M1508.3 3. REG�55�D LIGHT �IXTURES TO LIMIT AIR L�AKAGE PER
<br /> tRUSS PLANS. �S� �LT P� UPfi'ER �LOOR fi'L�4N DRAWING TITLE
<br /> WS�G 502.4.4 1"«t,4�. CONN�GTORS �Ofi� UJOOp:
<br /> 2. SHf4LL DISTRIBUTE OUTDOOR ?�IR TO EA�GH HABITABL� 4. P�LL PLUMBING, EL�GTRIGf�L ANn HVAG PENETRATIONS IN �q� ?�LT � ROO� �RAMING PL,�N
<br /> ROOM THROUGH THE FORGED-AIR SYSTEM DUGTS PLOORS, WA�LLS AND GEILING ARE To BE GP,ULKED AND SEALED. TH� MOD�L NUMBERS OF METAL CONNECTORS IUHER� SP�CI�IED ON TNE PLANS �IO� ,4LT �4 �L�V,4TION5 GO X ��
<br /> 3. SHA�LL H�VE AN OUTDOOR �41R INLET DUGT GONNEGTING 5. �LEGTRIGAL OUTLET P�ND LIGHT SWITGFf BOXES ON �XTERIOR AR� tHOS� AS MANU�AGtUR�D SY SIMPSON StRONCx-tIE GOMPAN'r', INC.
<br /> A TERMIN�4L ELEM�NT ON THE OUT5IDE OF THE BUILDING Y�,4L1-5 MUST BE SEAL�D AT THE BAGK OP THE R�GEPT�4GLE �I I� ,4LT �4 ELE1�,hTIONS �����
<br /> WITH a �AG� PL,4TE GASIG�r. BO�.TS ARE TO BE A30� W17N UJASHERS AT ,4LL WOOD SURFAGES BENEATH HEAD �t I2P� ALT � �U I LD I NG SEGT I ON
<br /> TO THE RETURN AIR PLENUM OF THE FORGE-AIiZ SYSTEM b. 51LL PLATE TO BE GAULKED OR 6LUED TO 5UB-PLOOR OR NUT. SO�t HOLES ARE TO BE I/l�o" CxREATER IN DIAMET�R tHAN BOLT DIAMETER
<br /> AT A POINT 4 �E�T UPSTREAM O� THE AIR HA�NDL�R TO -t, GaULK/ 5EA1.. RIM .1o15T5 B�Tw��N STORI�S. NAILS �4RE TO BE COMMON IllIRE NAILS AND O� QUANTITY, SIZE, LENCstH ,4ND 7`r'PE
<br /> � PREVENT TH�RM?�L SHOGK TO THE HE,4T �XGH�NGER 8, FIRE-STOP �4LL P�NETR,4TION5 AS REQUIRED BY THE GODE AS SPFGI�I�D BY SIMPSON. �3B ,4LT B FOUND,4TION
<br /> 4. 5H,4LL BE EQUIPP�D WITH A MOTORIZED DAMPER � BUILDING ��PARTM�NT. WOOD ROO� TRUSSES ARE t0 BE CONNECTED TO THE PLATE LINE WftH ONE C1) �q.�j �LT S LOW�R �LOOR �LAN
<br /> GONNEGTED TO TFfE AUTOMATIG YENTIL?�TION GONTROL SIMPSON Hl HURRICANE TIE .4t EACH TRUSS BEARINC�.
<br /> 5. SH?�LL BE GONTROLLED BY A 24-HOUR GLOGK TIMER NAILS ARE GOMMON WIRE. �5� ,4LT B MP�IN �LOOR FR,4MING PL,4N
<br /> WITH THE GAPABILITY OF GONTINUOUS OP�RATION, �6� �LT B i�1�41N �LOOR PL�N
<br /> MaNUAL �4ND AUTOMATIG GONTROL, GONTROLLING THE 1"I�G�f�NIG,4L A�ND PLUMBING MEtAL. CONNEGtORS IN CONTACt WItH PRESER�/AtIVE tREAT�D WOOp ,4RE t0 HAV� A I S 5 U E D 28S�P T 2�1 1
<br /> P O R G�D A I R S Y S T E M A N D ?�U T O M f 4 T I G D�4 M P E R. T H E C O R R O S I O N P R O T E C t I V E C 0,4 T I N C� P E R T H E R E C O M M E N D,4 T I O N S O F T N E P R E S E R V A t 1 1�E A��B �L T B U P P E R �L O O R �R P�M I N G P L�N
<br /> T I M E R 5 H?�L L B E R E,4 D I L Y A�G G E 5 5 1 B L� A N D G?�P A B L E I. IN UNHEAT�D AP2�A5, HO T A N D G O L D W A T E R P I P�S A R E T O t R E A T E D W O O D S U P P L I E R A N D t H E M E T A L GO N N FC tOR MANU�ACTI�RER I� tHE NFEDED ,4SB ,4LT B UPPER �LOOR i�L?�N FILE NO. 1��P�
<br /> B� INSULATED TO R-3, HEATING DUGTS AR� TO BE INSULAT�D I N�O R M A t I O N I S N O t P R O Y I D E D S t A I N L E S S S t E E L C O N N E C 7 0 R S A R E R E C O M M�N D E D.
<br /> O P O p�R?�T I N G T H E S Y S T�M W I T H O U T E N E R G I Z I N G O T H E R T O R-8. �tQ� �4LT B ROOF �R�MING PL�4N
<br /> ENERGY-GONSUMING APPLIANGES: AT TH� TIME OF 2. WATER H�ATER STORAG� T?�NK To BE L�B�L�D To M��T TF+� �AStEN�RS INST,4LLED IN PRESERvAtIVE t'�EATED WOO D P�I O B A L T B �L���T I O N S J O B N 0.
<br /> �I N A L I N S P E G T I O N, T H E T I M E R S H A L L B E 5 E T r o 1 a 6 7 N?�T I O N A L A P P L I A N G E �N E R G Y G O N S E R V a T I O N A G T. T O B� H O T D I P P E D C s A L V A N I Z E D, O R S T A I N L F S S S T E E L PER IBC 23m4.9.�
<br /> OPERATE THE SYSTEM �OR AT LE,45T 8 HOURS A D,hY. 3. STEEL W.H. TO GOMi'LY WITH ASHRAE QOf4-80 �I I� �LT B LL��/ATIONS DRAWN BY TLB
<br /> A L?�BEL SHALL BE AFFIXED TO THE GONTROLS TH�4T 4. EQUIP WATER H�ATER WITH A PR�SSUR� U�OOU FR+deT"�INC�:
<br /> R�A D S "W H O L E H O U S E 1/E N T I L AT IO N (S�E OPER�4TING R�L I E F L I N E P L U M B E D T O O U T S I D E �I 2 S �L T B B U I L D I N G S�G T I O N �oof truss�s t� �e �1����ned CHECKED BY �i�M
<br /> INSTRUGTIONS)" 5. PROYID� 26 Ga M�T,4L SEISMIG STR,4P5 ,4ROUND 2x �UMB�R t0 BE H�*2 OR BEttER EXGEPt W�4L� S7UDS MA1' B� � StUD C�RADE d
<br /> WATER H�ATER To WALL To R�515T LATERAL �oRGES. 5�1-L PLA7�S NF�3 WNERE NOt SP�CIFIEp ON TN� P�ANS: ��td drawing prepared by
<br /> 6. Ft.V.�.G. UNIT TO GOMPLY WITH Tf-1� W.S.E.G. � a.) COLUMNS IN WALLS ARE 70 BE C2) 2x STUDS O� TNE SAME IUIDTN AS TNE UJA�L � �t��� licensed str��#ut°�� REVISIONS
<br /> THE REQUIRED PLOW RATE SHALL B� 1/ERIPIED SY PIELD LABEL�D WITH A P�R�ORMANGE RATING. �� 1� �v a�mers ra�sponsibiliry �� e��ablist� �rs�! wg��s� ��f �ngi�t��rm ��•
<br /> TESTING WITH ?� FLOW FfOOD OR A FLOW MEASURING �4ND SPIKED tOGzEtN�R WItH 10d g 12 o.c. CUNLESS NOtED OtHERWISE)
<br /> "f. EL�VATOR TD GOMPLY WITH IRG R323 �41�1D ASME AI'1.1 b.) FLOOR FRAMINCx P,4RALLEL TO INTERIOR P,4RTITIONS IS t0 HAVE ONE FLOOR property lines.
<br /> DEVIGE. JOISt DIR�GtLY BENEAtN �AGN P�4RtItION 1.ESS tl-IAN ONE N,4L� SPAN LENC�tN
<br /> ALL SUPPLY DUGTS IN THE GONDITIONED SPAGE SHALL BE .4ND tlUO JOIStS WNER� PARtItION EXGEEDS ONE �-IAL� tl-4� SPAN LENCxTH O� ��a ����������� �� ����' �����f������ ��
<br /> tH� JOISt.
<br /> INSULP�TED TO A MINIMUM OF R-4 cJ F�.00R JOISTS AR� t0 BE B1.OGKEp ,4T A�.� B�,4RINGS. �" - ;�, I��I.�r��":A����3 f3��*d ���-'ItOY�� �ITE i�L�yr�;,
<br /> d.) W,4LL tOP PLAtES ARE t0 NAvE St.4C�ERED SPLICFS A MINIMUM O� �'-0" AP.4Rt �����'aG �INC �.F��1j�d�;,� ., ` � t�'��+V �`T�? �Lfl1� �I��LL �� ��1I3��i11'-
<br /> OUTDOOR AIR INLETS SH�4LL BE SGREEN�D OR OTH�RWISE AND SPIKED TOC�ETHER IN T�-IE SPLIGED ZON� WITH ,4 MINIMUM OF 8-16d SINKERS. T��. NO FU�TNEI� Ii`1SYECTIC3i�dS .�JIL�., �
<br /> PROTEGTED �ROM ENTRY BY LE,4VE5 OR OTHER M?�T�RIAL �" ��°�s'1°�� 't���l b? rr,acle for tfie cr�ntrn ,
<br /> e.) WOOD IN CONtACT WITH tHF WEATNER, SOIL, GONCRETE OR M,4SONRY IS TO SE BB�I�DE �J�I THIS P�C3JECT UNTIL T�-I�,
<br /> ,AND SH�4LL BE LOG�TED TO LIMIT INTAKE AIR FROM THE '+^�af�r ar4unci I�ui��{in, ' ��� �Y`��`���P °� �'�rfac� �����������•�; �,�,�I,������jJ��T��,px{��+
<br /> PRESERV,4T11/E TRE,4TED. �s by: g�_�tter,, drain IinL;, inlet, and ��tch ,� �j '
<br /> FOLLOWING AREAS: ��51p` Y
<br /> fJ ISOLATED COLUMNS ARE 70 NAVE "CC" TYPE COLUMN C,4P5. COLUMNS IN WALLS ARE o, other n�cessary drainage ,tructures ar�ci snall h� insiali,�d 1C����'�, ���� ��L����r�1�I�����` �������� SHEET N�. �
<br /> I. GLOSER THAN 10 �EET FROM /�N A�PPL1,4NGE YENT OUTLET TO HAVE "AC", "LPC", OR "PG" Tl'PE POST GAPS. wrr�re storm warer dispp5�� r�nnoi be
<br /> UNLE55 T+�E YENT OUTLET IS 3 F�ET �BO\(E TH� OUTDODR o�tained with�ut t�z�� u�� ar
<br /> AIR INLET r'J��UCTU�,4�. C�LU�D Ly4MIN�TED TIi"���fi�: �'h�r�' erosion can�of be pre��e�f2�� }�y friish �rading and �la��iin
<br /> 2. WHERE IT WILL PIGK UP OSJEGTIONABLE ODORS, FUMES �ry wells shall no� � �•
<br /> M,4NU�AGTURED BEAMS ARE TO BE OF DOLlCrtLAS �IR AND STRESS CrtR4DE GOMBINAtION b� insr�ilecl in area; wn��a �p�� ��rl is n�at weil ��
<br /> OR FLAMMABLE ��PORS �rai�ed �ntlJ�r porous, ''�
<br /> 3. A Hf�Z,4RDOU5 OR UNS?�NITARY LOGATION 2��-V4, BEAM CAMBER lUl-4ERE REQUIRED IS S�-{OUJN ON tH� PLANS. PROPANE 7ANKS, MEA�PUMPS AND
<br /> 4. ?� ROOM OR 5P�4GE H,4YING ANY �UEL-BURNII�G OTtiER �QUIPM�iVT OR AF'PURTENA�ICES �
<br /> �4PPL1�4NGE5 THEREIN STRUCTU�L PR�F�,�RIC,4T�D U�OOD PROD�CT�'J: J" �r�c�ing sPiall be provided to ir�aurea MAY NOT 6E LOCATEU IN THE�RQNT •
<br /> 5. GLOSER THAN 10 �EET FROM ?� VENT OPENING OF ?� AND SID�SEr�ACKS, PR(�PAN�TANK�
<br /> WOOp I-B�AMS ,4ND OtNER PRE��4BRIG,4t�p WOOp PROpUCtS SNOWN ON tHE PLANS (�) �Jiversion oi wat2r away frc�rn �,ii�din�„ REQUIRE ADDITIUNAL PERti1(7S I�SU�D PERMIT SET
<br /> PLUMBING DR?�INAGE SYSTEM UNLE55 THE VENT OP�NING ARE tHOS� PROpUGTS �4S MANUFACI'UREp BY ?'RUSS JOIST MacMI��IAN. BY TNE EVERE�f`( FfRE DEPAR'fP�1E►�7
<br /> 15 ,4T LEAST 3 PEET ABO�/E T�iE AIR INL�T �b7 �'revention oF standing �ri�ger ���� �Q�� ��E�r������ �P��lr���r���� F�ft14R TU INSYAL�`�IOPI.
<br /> 6. ?�TTIG, GRAWL SPAGES OR G�4RAG�5 fo structures and loz use, ?
<br /> ��} �hac n�fur�l drainag� channe�s �r ���in, ar� r�ct ��Gck,d c;r .
<br /> fi!l2d. ���� �� �����.� �
<br /> ��? �rovisions r'or the dis��osal c�� U�ater rrorr� U �o�. ��'�������� ��� ���.�n'f�l�l� .
<br /> le� ,�rot�c�iori �r �dj�ir]itl€ �fnp�r[y'g �������'�m�������� ��.��:�`����
<br /> ` A. Benchmark Is P��c;uir�c� �n �ite '`� ����� ��������� �������� :
<br /> To Veri�y �pp�a�v�� ��ildia�g H�igh� ��� ���� ���.�� °'�'�i� C �.E. f�Ac ,►p �"� � .
<br /> A�1'� � J9E�11Ei:� T�Ir�� ',
<br /> ���1����.��1'�� �`�° ���7���C��) �=��.A�lJ ±=���'� C;C��ir'�I����iCs. �;�l.I.r( t�CV':��t��"
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