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� <br /> GENERAL N01ES z m � <br /> � �s To e� eaac�ow��on a�o �z� � �W �� <br /> GENERAL SPECIFICATIONS: ,�s �, ,� �x �.,� � ��ST�T,�. Z s m� <br /> CONTRACTOR SHALL VERIFY ALL SIiE COt�iIOPIS dc 8l1MING ��iEN90NS, dt SHALL �5" T-1-11 SHEAIHIN6. NAIL � �� �"��"� <br /> REPORT APIY VARIATIONS TO THE DESIGNER FOR RESOLU110N PRIOR TO 2x4 STUOS �I tfi' O.C. �� 6' a W E D G E, 1 2' I N Fl E L D A l l H O L D O M N S. F R A A I r N N N G A N q i O R S � S HE A R W A L L °- Z M� <br /> COPIST(�1CTION. 14RITfEN DINENSIONS SHALL TAKE Pt�CEDENCE OVER SCAIFD. N S NUST� INSPECTED BEFdRE COVERING. z �� �� <br /> 2x4 BASE PLATE 2x4 PT SILL PLA1E W/J¢"d � <br /> CO��S: 2015 INTERt�IAiIONAL RESIQENTIAL CQOE (IRC), 2015 WASHINGTON S1ATE ENERGY A.B. 0 48'O.C. dc BTWN. 4J¢' � $� <br /> C0� WSEC). 2015 UU4��F(IR�t PLUt��N6 OOOE(l�C). 2015 lN1ERNA1lONAL ItECk{MxCAI. . dc 12' OF S�LL ENOS. EMBED 7' m �� <br /> C0���iCj, AMD ALL OTHER APPt1CABlE CO�S. 4 C O N C. �A B O N S A N D �I I N. 3x 3x D.2 2 9' P L A T E � �� <br /> FILL & TAMP AS REQl11RE0 � , yyq�{�,, _� <br /> S T R U C T U R A L: . • . � � 00 A B W P t: A L T E R N A T E B R A(�D W A L L P A N E L P E R R 6 0 2. W �� N� <br /> SEISMIC ZONE D1/D2 PER FlG. R301.2(2) dc ENGfNEERING ii i�� FlNISHED GRADE SLOPED FOR INSTALL (2 MICHOR BOLTS 01/4 PTS. dt 1800 LB CAP. o �'�5 <br /> „����,�� -n° -i_ . � � rn <br /> IMND EXP. 8 BASIC SPEED: 85 AIPH PER FIG. R301.2 4 ni=u�u u�� = z 6 MIN. FALL WITHIN 10 OR H4LOOWN �STHOtOj AT EA. ENO TO 08L STUO = �n Z <br /> � ) � ) SEE CONC. FTG �!�� ii � t °D �PROVIOE SWALE OR DRAIN. � �N o 3 <br /> COMPONENT/CLADOING LOADS /TABLE R30L2(2) DETAII A801� • .� '. � w � _� �� <br /> p FOOIING DRAIN: 4 0 PERf o- � �-,� <br /> TABIf R301.5 MfNIkIUM UNIfOf�iLY �STf�8UTE0 UVE LOADS 3 6� �PE IN WASHED GRAVEL. p � an�-`W' <br /> LOA�NG L1VE DEAD TOTAL t2• CONNECT TO APPROVED � '- <br /> ROOF{GROlM10 SNOW� 25 PSF 10 PSF 35 PSF DISCHARGE <br /> UNINHA�TABLE AT11CS - NO STORAGE 10 PSF 10 PSF 2o Ps� �A R A G E WA LL S E C TI O N � <br /> IAVINHA�TABIE ATTICS - U�UTED ST�iAGE 20 PSF 10 PSF 30 PSF <br /> HABITABLE ATfICS � ATTICS M/FlXED STAIRS 30 PSF 10 PSF 40 PSF p , � o0 <br /> BALCONIES (EXTERIOR) M� DEq(S 60 PSF 10 PSF 70 PSF SCALE: � = 1 -0 <br /> FlRE ESCAPES 40 PSF °� <br /> GUARQl2AlLSJHAN�tAILS 200 lBS AT TOP ANY�t�CT10N � � <br /> GUAR�2AlLS IN-FlLL 50 LBS APPLJED TO 1 SQ. FL 12' o 0 <br /> PASSENGER VEHICF�E 6ARAGES 50 PSF IF ELEVAIED 2,000 LB PL ° c, <br /> ROOMS OTI�R 1HAN SLEEPING R0011S 40 PSF 10 PSF 50 PSF p <br /> SLEEPING ROOMS 30 PSF 10 PSF 40 PSF — B�— — — — — — — — — — — — --B�— -j �a <br /> STAIRS 40 PSF 10 PSF 50 PSF �' � <br /> � 300LBPT. lOADON4SQ. IN. �I � - - - - - - - - - - - - - - - � I� <br /> I <br /> ALL�AiiS, GIROER'S, HEADERS, RAfTERS, �c JqSTS TO � HEkI F�2 N0. 2 UR m) I I II� <br /> BETtER AS NOiEO qV PLAti& GLUED LAMINATEO 11k18ERS SNALL � tAAt�JFACIURED <br /> d�IDENT�lEO AS REWII�D IN NTC A190.1 � AS11�i 03737. I I I II <br /> PLYW000 It�EX: CD. ROOF dc �JBfL00R SFIEAIHING PER TABIE R503.2.1.1(t). I I I I <br /> WALL SI�ATHING PER TABLE R6023(3) �c R602.3(4). SHEATH�VG FASTENERS PER � � <br /> TABLES R6023(1) dc (2}. � � <br /> SiRUCTURAL NEMBER FASTENERS PER TABLE R6023(1). � ( I I ot Q i <br /> WOOQ IN CONTACT WITH CONCRETE, NEAR GRal1W0, aR W000 EXPOSED TO WEATt�R TO I I I ( � Y � <br /> BE PRESSURE TREATEO OR NAII�tAl1Y OURA�E YVOOD PER R317. <br /> } o <br /> C��E� � ��: I I I I � m W <br /> N <br /> R E B A R T O B E 6 Q.O O U P S I — G R A O E GO A S T A I A 7 0 6. W A i l (i E B A R S H A L L � P L A(�Q N 4 0 � <br /> CLOSER TQ THE QUTSIOE FACE THM!X� THE WALL THig(NESS. REBAft CQVER PER Aq <br /> 318. FOOTINGS TO BEAR ON 1500 PSF I�I��it�i UN�STURBED SOIL �ETE TO 8E � I I I I <br /> 111NI1dUi� F'c = 250Q P5� A 28 OAYS (3,U00 PSI FaR GARAGE/CARP�RT SLABS, <br /> EXTERIOR PADO SLABS UN GRA�� dc WEATt�R El(P4SED BASENENT, FaIJFIDAliON WALLS, � I I I ( <br /> PORCHES, AND STEPS W f 5Y�7X AIR EN1RAiI�NT}. kUFNMUf�i DESIGN EQUIY. Fl.UIO <br /> PRESSURE = 35 PCF q2 PER SaILS ANALYSIS. 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ORAIN � — — — • • <br /> — — — — — — — — —_ _ <br /> o ABWP1 0 o A9WP1 0 <br /> IN GRAVEt. � � 0 � � <br /> ��� R405.1 Z � � � F� <br /> 3• ��� � cn tn cn cn <br /> MIN. � � � w �i'� <br /> � <br /> , z ;'� 2'-1Q1� 16'-3' 2'-14�' � N z <br /> � wx <br /> � g �2�-�� �¢ <br /> cn <br /> If FOOIING PWRED SEPARATELY, (Z) CONi1N. �4 HORIZ. (� _� <br /> PROVIDE �4 BAR 48" O.C. MAX. 8AR 3"-4' FkOM 80T. �� <br /> NATH S1D. HQOK. EXTEND TO 3" OF FT6. Q �w <br /> CLR fROM BOT. OF fTG. �Qj�� 12' MIN. � 4�' <br /> HORIZ. EXTENSION PARALLEL Ta w <br /> WALL FOR PROPER CONC. COYER. � <br /> U <br /> � 00 Z <br /> N W <br /> � � Z <br /> PLAIN CONC. FND. DETAIL FOUNDATI �N PLAN ��: y = ��-o• U ►-_' <br /> $�$�C Z�E ��� $�/1�. �� = 1�-�� I C.9 C9 <br /> N <br /> N oa <br /> U <br /> 2 <br /> r���m,� �r ������� o� <br /> ��������� ��� ������� 3 <br />