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<br /> 1. GENERA L NO �'ES T� CONTRA CTOR 5. EN�RG Y CODE REQ U I REMENTS � ALL WII�E FAB�'IC SHALL BE SUPPL IED AND LA YED IN FLA T SHEETS AND SHAL� SE su � t e # 202
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<br /> AND SUBC4N�RA CT�R,S' : TO C�MPLY W/ 2015 WA. STATE ENERGY C�DE �HAI�'ED T� P�'�PEI� PDSI TIC]N IN SLABS, LAP �NE FUL� MESH PLUS 2" �N SIDES t � � =503-265-8462
<br /> ALL C�NSTiPU��I�N TO C�MPL Y WI TH CL IMA TE Z�NE-4C AS PE�P WSEC TABIE k�01. 1 f a x :5 03-265-84 62
<br /> A' 201 S IBC W/WASHINGTON AMEN�MENTS AND ENDS,
<br /> 2015 I�PC W/WASHIN�TON AMENDMENTS A, EXTERI�R WALLS = �P-ZI F�G� BATT (�NE-PERM VAP�R RE�ARDER� Sl ALL REINF�RCING STEE� SNAL� BF DETAILED FABRIC�TED AND PLACED IN ACC��PDANCE
<br /> 201 S PLIJMBING C��E W/WASHINGT�N AMENDMEN�S B. A T TIC SPACE - R-49 F.G, L��SE FILL WI TH ACI DETAIL ING MANUQL 315
<br /> 2015 WASHINGTON SlA TE ENERGY CODE C, VAUL TED CEIL INGS = R-�0 F,G, BA T T �0.50 PERM VAP�iP �PETARDE�'� A � ALL REINFDRCING STEE� SHAL� BE ACC1lRA TE� Y PLACED AND
<br /> B. ANV DISC�PEPANCIES IN �NE P�ANS MUS� BE BRDLIGHT T� �NE A T TENTI�N Q, [,PAWL SPACE = R-�8 F, G, BA lT UNDER F�R. W/ V�B, IJP, ADE�LIA TEL Y SLIPPDRTED BEF�RE C�NCRETE IS PLACED AND
<br /> �F �HE A�PCHI TECT IMMEDIA TEL Y AND WiPI T rEN CLARIFICA�I�N SECIJRED E. BASEMENl WALL S = R-21 F, G. BATT IONE-PERM VAPQR RETARDER� SHALL BE SECLI�PED AGAINST DISPLACEMENl DURIN� C�NCRETE PLACEMENT,
<br /> P�PID�P T� THE C�MMENCEMENT OF W�,PK, F. S�AB F���iP EDGE = R-10 RIGID P�L YS�YRENE FDAM Bl REINF�RCING PARTIALt Y EMBEDDED IN CDNC�PETE SHA« N�T BE �
<br /> C� ALL PR�DUCTS T� BE INS�ALL�D PER MANLIFACTLIRER'S SPECIFICA TI�NS �, P�L YIS�CYAN�IiPATE T YPE FOAM �NSLILA TI�N AT P�A TE, FL��R, FIE�D BENT UNLESS APPR�UED BY THE ST�PUCTU�AL ENGINEE�P.
<br /> A�uD IND�ST�r SIANDARDs� C�RNER STUD CAVI TIFS AND WINDDW/D��R RQUGN �PFNINGS. C) SPLAY REINF�RCING STEEL AROUND �PENINGS WI TH ONE 1" IN IO" _
<br /> D. SUBC�N�RACTD�PS T� INSPECT J�B CQNDI TI�NS PRI��P T� C�MMENCEMENT INSULATE T� R-8 ALL PIPES �H�T AND ��LD WATER) AND DUCTWDRK SPLA 1' UNLESS �TNERWISE SHOWN.
<br /> �F W�RK. STARTING W�RK SNALL INDI�ATE A�CEPTANCE �F C�NDI TI�NS. H, (HEQ TIN� AND C�D�ING) IN NDN-�ONDI TI�NED SPACES. D1 MIN. C��ER FR�M C�NCRETE SLI�'FACES T� REIN��iPCING STEEL
<br /> E, PETE�P RADIILESCU DESIGN AND C�NSLIL �ING ASSUMES N� L IABIL I T Y FDR PRDpUCT �, P�L YFDAM SILL SEALER �N T�P �F CONCRETE F�LIN�A�I�N WALL.S, �UN�ESS �THE�PWISE N�TED) SHALL BE�� �" f 1/2" T� BDT TaM �F F��TING
<br /> PERF�RMQNCE DiP WORKMANSHIP pF ANY �RADE, �, WIND�W CLASS = U=O�Zg Z" f 1/4" TD EARTH FA�E DF WALL '�y
<br /> 2, S I �E W ORK = 1" f 1/4" TO INSIDE FACE �F WA�L �
<br /> K. MAIN ENTRY D�OR = iJ=O, 54 (MAX. 24 S�� FT, ) „ ►■-�
<br /> R = U-O.20 �/4 f FR�M T�P AND B�T T�M S'IJRFACES �F SLABS �N GRQDE � �
<br /> A, l�ERIFY L�CAlI�N �F ALL U�ILITIES BE��RE EXCAVATIDN, L . ALL �THER D�� S' EJ LAP ALL BARS MINIMLIM �F .�6 DIAMETERS IN C�NCRETE AND 48 � �
<br /> B, F�UNDA TI�N A�PEA T� BE CLEARED DF ALL VEGETATI�N, TQPSDIL, M� SKYL IGHT CLASS = U=O, 50 DIAMETERS IN MAS�N�'Y EXCEPT AS �THERWISE N�TED. �'"� � � �
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<br /> AND FOREIGN MA TERIAL , N, A PERMANENT CE�PTIFICATE SHALL BE C�MPLETED AND PDSTED �N �iP WI THIN � FT �F TNE ELECTRICAL F) ELECTiPICAL L��NDUI T SHALL BE PLACED NEAR CENlER IF SLABS. � �[ �,,,) �
<br /> C, ALL F��TINGS T� BEAR �N FIRM UNDISTURBED SDIL , PANEL BV THE BUILDER INCLIJDING THE F�LLOWING.� PRED�MINANT R-VALLIES 11-VALLIES �F FENEST�PATI�N � �
<br /> A N / 6) DRI�L I N ANL�HORS SHAL L LISE "SE�-HI GH STiPENGTH EP�X I'" 8Y SIMPS�N ��' APPR�IIED E�L/AL , � �y �
<br /> RESUL TS �F DUCT SYSTEM AND BUILDING ENUEL�PE AIR LEAKAGE TESTING AND EFFICIENCIES �F HE TI G W
<br /> D, ASSUMED S�IL BEA�PING PRESSLIRE - 1,500 P, S.F. CQQ�ING/WA�E�P HEATING EQLI.�PMENI� 7) ANCH�iP B�L lS SNAL� C�NF�RM T� ASTM A-.�07 GRADE A, ANCH�R �•t� ' �'"
<br /> E. SL�PE FINISN GRADE 6" �UT 10'-0" FiPOM FDUNDATI�N, B�L TS SHALL NA UE A MIN, 7" EMBEDDED AND SHAL� BF GAL VANIZE� WHEN EXPDSEO T� WEATHER� � �"
<br /> �� BUILDIN� THERMAL EN�EL�PE SHALL C�MP� Y W/SECT� R40Z.4. 1 AND R402.4,4- THE C�MP�NENTS F�iP THE BUILDIN� I � � W
<br /> _ THE�PMA� ENUE��PE AS L ISTED IN TABLE R402,4, 1 SHALL BE INSTA�LED IN ACC�;PDANCE WI�H TNE MANUFACTLIRER � I••� I••� �`" �
<br /> �, CONCRE TE _ 5.�� SH�ET S 4 �NS�RU�TIDNS AND THE CRI TERIA L ISlED IN TABLE R40Z�4� 1. 1 AS APPL ICABLE �0 THE METHOD �� C�NSTRl1��I�N �ENERA L ND T�S T D CaNTRA C T OR � W
<br /> - A. AL� C�NCRETE T� HA�E MINIMLIM C�MPRESSI�E STRENG�N OF • � �'" � �
<br /> P, DUC�S AND AIR HANDLERS SHALL BE IN A�CORDANCW W/SEC. ,P40�,2, 1 TH�P�IJGN �'40�,Z,� A ND S I�BCONTRA CT ORS _ � �
<br /> _ �, 000 P, S, I, A T Z8 DA VS, EXCEPT GARAGE SLABS, EXPflSED _ �s l;_ - � ,q '� � � �
<br /> A L L D U C T S T Q B E I N S U L A T D T� Q M I N �F R 8 I N S 1 1 L , A , A L L C L 7 N S T i P U�T I�N T� C�M P L V W I T H��1�, I�'C W W A S H I N G T�N S T T E
<br /> GA,PAGE SLABS, EXP�SED PA TI�S AND STEPS T� BE DUCTS SNAL BE LEAK TESTED IN ACC�RDANCE WI TH WSU RS-�� USING MAX, DUCI LEAKA�E �'A TES SPECIFIED. AMENDMENTS ����`" � � � �,
<br /> �, OOQ P. S, I, wr 5. 7� AIR ENT�PAINMFNl, DLICT TIGHTNESS SHAL� BE �E�PIF. B� EITHE�P OF THE F�LL�WING,� B. ANl' DISCREPAN�IES IN 1�HE PLANS M1JST BE BR�UGHT T� THE A T TENTI�N � � o
<br /> . MAXIM M SLUMP - 4" AT P�UR, 1-P�STCONSTRIJCTI�N TEST, W/ A T�TAL LEAKAGE LESS �R E�LIAL T� 4 CFM PE�' I DD SF,�� CQNDI TI�NED AREA �F THE ARCHI TECT IMMEDIA TEL 1' AND WRI T TEN �LA�IFICA �IC1N SECURED r"
<br /> B U WNEN TESTED AT A PRESSURE DEFFERENTIA� �F 0. 1 " ACRDSS THE ENTIRE SYSTEM, INC�UDING THE MANUF� AIR �,
<br /> �. PLACEMENT AND CU�'ING PER A.C, I� C�DE S�ANDARDS. HANDLER ENCL�SU�PE AS PE�P WSEC iP403�2�2 �,�o� �3 P�PI�R TD THE C�MMENCEMENT DF W�RK,
<br /> D, ALL REINF�RCEMENT BARS T� BE GRADE 6D MINIMLIM, R, A MINIMLIM �F OF 75% �F PEkMANENT� Y INSTALLED LAMPS IN L I�HTING FIXTIIRES M�JST� BE HI�N-EFFICA�ICY IAMPS �� ALL PR�DUCTS T� BE INSTALLED PF�' MANU�ACTURER'S SPECIFICA TI�NS
<br /> AS PER WSEC R4�4, 1 AND INDUSTRY STANDA�DS,
<br /> 4. FRA M I NG AND L �1 M.B��,' : S, A�L INTE�PMEDIATE FRAMING AT W�DD WAL�S REOUIRED HEADER INSULATFD WI TH A MIN, �F R-IQ INSULAT��N D. SUBC�NTiPACT�RS TQ INSP�CT J�B C�NDI TI�NS PRID�P T� C�MMENCEMENT
<br /> SEE LA TERAL DRAWING N�TES PE�' WSEC TABLE R402. 1. I � �F WDRK� STA�TIN� W��K SHAL L INDICA TE ACCEPTANCE DF CLINDI TIDNS� These P I ans nnd t�,e des i gns
<br /> A. B AM HEADERS - D.F.L . �2 �R AS SP��IF.IED E, PETER �'ADULESCU DESIGN ASSIJMES ND LIABILITI' FCIR P�'�DUCT herein ore copyrighted under
<br /> E � � �.. �(� t• �i ��� �� Federal Law by Peter Radu/escu
<br /> T, AS PE►P WSE� TABLE �402�1-�'Z"DWELLING UNIT MUST BE TESTED AND i�E�'IFIED AS I�AVING AIR LEAKAGE RATE Qesigners 1999.
<br /> B. J�ISTS & LED�E�PS = D.F,L , �2 DR AS SPECIFIED NDT EXCEE�ING �F 5 AIR CHANGES PER HDLIR. TESTING MUST BE C�NDUCTED WI TH A BL�WE�P PERF��MANCE �iP WD�KMANSNIP �F ANY T�ADE� IMPORTANT INFORiNATION
<br /> C. S�1lDS = STU� GRADE D.F.L . DD��P AT A PRESSU�'E �F 0,Z" W.G, (50 PASCA�S) DES I GN L OA DS PLEASE READ:
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<br /> RA TE A T 0,25" WA TER �ALIGE. - P�POVIDE A ��' CFM A T 0.ZS" WA�E�P GALIGE FAN �'E�UIRED TQ �UN C�N�INL/�USL Y , ' ' �o c�rcuns tonces �S ;t �e�a� to
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<br /> WALL SHEATHING - 1/2" A,P,A. RATED SHTG. EXP, 1 1 � �EINF�kCING STEEL SHALL CL7NF��'M T� ASTM A -615 G�PADE 60 LA T�RAL � OADS designs ond plans. Furthernore
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<br /> H� NAILING PE�' TABLE 602..�(1 � Sds use =0, 67g ,� � -2. 5 confornance of th;s plon to
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<br /> 1, PRDVIDE S�L ID B�OCKING UNDER ALL BEAM BEA�PING PDINTS� 3 > �'EI NFOI�CI NG C MI NI MUM UNL ESS 0 THE�'W I SE SH�WN �N PL ANS � D�'A WN B Y,� PI�
<br /> J, STAGGER NAI� A�L MLILTIPLE J�ISTS T�P & B�TT�M AT IS" D, C� A � PLACE 2-#5 ��NTINU�/JS A T B�T T�M TOP AND A T DISC�Nl�NU�US DA TE ;
<br /> LISE 5/8" M�B. AND WASHERS AT 4 �R MQ�'E Ml1L TIPLE J�ISTS. B � PLACE 2' -0" X 2' -D" BEIV T BA�S A T CC1�'NEI�S AND INTE�'SECTI�NS F��' I�EVISED BY;
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<br /> L . GLU-LAMINATED BEAMS TO BE 24E10-DF/D� �R QS SPECIFIED. ENDS DF ALL FQC7TINGS AND WALLS, REV _ LEVEL :
<br /> WAL L S AND F�UNDA T I�NS EDIJA� I N SI ZE AND NUMBE�' TD HOiPI ZCINTAL S�'ALE•
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