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������ <br /> Written dimenslons on thls drawing shall have precedence over <br /> scaled dimensions. Gontactor shall verlfy all dlmenslons, NASH AND A550G I ATES <br /> condltions,etc.,pertalning to the rvork before proc�e;ding. <br /> The Owner must!�e notifled of any varlatlons from the <br /> dlmenslons and/or condltlons shorvn on these drdriings. Any GENERAL NOTES: <br /> su4h variatlon shall be resolved by the Owner prlor to <br /> proceeding with the work,or the Gontractor shall accept <br /> full responsiblllty for the cost to rectlfy same. I. AII con5truction per appllcable GOG�25 QnG� ordlnance5. <br /> ���� " 2012 IRG, IBG.-2012 WA5HIN6TON STATE ENER6Y GODE <br /> ROOFIN6 MATERIAL 2. �/erif all dimen5ion5 on ob 5ite. Brin di5cre ancie5 <br /> FINISH PER ELE�/ATION y � 9 f� <br /> ON 7/16" OB5 50LID GDX 24-0 PLYWOOD to the attention of Owner and/ar DeSigner. <br /> 3 SHEATHIN6; 8d � 6"O.G. ED6E —r <br /> 8d � 12" O.G. FIELD 3. Owner will �erify window 5ize5 and manufacturer(5) with <br /> (7/16" 05B AGX PLYWD � E�/E5) framer before 5tart of con5truction. <br /> 24" GARDBOARD BAFFLE MIN. 15# UNDERLAYMENT �X. 3�4" <br /> ALLOW FOR I" AIR SPAGE NAIL 6" ED6E, 12" FIELD �� 4. One w(ndow per bedroom 5hall meet egre55 code. <br /> MIN. EXTEND 12" ABO�/E WITH 8d NAILS, U.N.O. HANDRAIL.: ' <br /> INSULATION. PROJEGTION ROM 5. 51�ylight glazfng per 2012 IBG, <br /> WALL NO LE55 N051N6 <br /> THAN I�". � 6. Tru55 manufacturer 5hall 5upply 5hop drawing5 to Owner ---- <br /> �~'" and framer to re�iew and appro�e before fabrication. <br /> Z �.�� ` ;.Yn r��.,,. <br /> Z �3 <br /> Sc7LlD SH�PtiTHlNC-� �.--� � ( 7. Owner will �erify electrical and heat tayout5 with �`� . °y <br /> f�� <br /> U�2 GDX PLY!^lD. - � in5taller before in5tallation. g���, `"��`= � � <br /> �{���� �}tP�'rJ�� N � +� � r �1 4'` r ".x�.v4m �. <br /> �� �,���-�}�� — � � ( � 8. Under all parallel bearing wall5, u5e double �oi5t5 or a5 � `�r " �� <br /> �� ,it`s�ti'..`�,;i�� 4 <br /> � � � � ' noted on plan. Double �oi5t (or extra TJI) under all non- a �� �-_ � € <br /> OPEN RAIL: � � ( � bearing parallel wall5. R � . � � <br /> � OPEN SPAGE BETWEEN � � ( � '��� Y �'��,iSr��' `; ����,�.�f <br /> T�'� ��-'• ' PIGKETS SHALL BE � � ( � � I � q. T.11 product5 to be InStalled per manufacturer'S �4, �eL:��,,;��,;;_;�,�:,;;:���,s� � <br /> \\ LE55 TNAN 4 GLEAR � � ( � � � � in5tallation guide and appro�ed report5. ��� <br /> IX FASGIA BD. � I , �,...�a,�.�..,�,<�...r��.���,.� ,, <br /> W/ METAL —� E _ � { � � ! � �� HAN6ER IO.AII metal connection5 to treated wood 5hall be at a <br /> 6UTTER � , APPI20�/ED TRU55E5 BEARIN6 d� � <br /> � MANUFAGTURER'S SEAL. m + � � � J '�' � minimum; triple zinc ZMAX (6185 per ASTM A653); Hot Dip <br /> i � � � / 6al�anze (ASTM A123 for connector5 and A5TM153 for <br /> ? 5EE ROOF FRAMIN6 PLAN - � � ,�' � fa5tener5 and anchor5. <br /> ` FOR SPAGINC� m i j � i�� <br /> ,3� I I.All bathroom fan5, kitchen hood, and dryer duct5 5hall be � <br /> { INSULATE PER WSEG (�/ � exhau5ted through the attic to the roof or through the C/� <br /> 2X BIRD BLK'6. W/ floor 5y5tem to an out5ide wall. All wall duct5 5hall � <br /> 2" SGREENED �/ENT 5/8"X 10" ANGHOR BOLT W/ 3"X3"X / � � <br /> � HOLES WITH I/4° � �/4" PLATE WA5HER5 � 48" o.c. NO � / terminate at lea5t 36" from a w(ndow opening. <br /> � <br /> GORRP510N RE515TANT � I �I �� ���� LE55 THAN 4y2" � NO MORE THAN 12° 2X4 STOP . � 3_2X�2 � � � <br /> METAL MESH GO�/ERIN6 � FROM EA. END 51LL GORNER, JOINT, STRIN6ER5 Q � ( � c� <br /> � END, OPENIN6 ETG. �" MIN. � ( ) �� °; <br /> ' � EMBEDMENT INTO GONG. EXGEPT � 2-2X HEADER—�� � ' "' '�- GL I MATI G AND GEOGRAPH I G v � <br /> FIRE BLOGK ALL �/ERTIGAL SHEAR WALLS - 5EE SHEAR WALL � � � <br /> ��\ �,. OPENIN65 IN WALLS AT NAILIN6 SGHEDULE. � <br /> PLATES AND FLOORSD E 5 1 G N G R I T E R I A: � <br /> � 2x P.T, 51LL ��-��R ����� '`�,...�2X4 BLOGKIN6 Z' � � <br /> . ( (FIRESTOP) � TERMITE: 5LI6HT TO MODERATE � � � <br /> ( DEGAY: 5LI6HT TO MODERATE <br /> � � WINTER DE516N TEMP: 17° °� � l � � <br /> `.� <br /> � I� %� #4 REBAR � 16" O.G. HORIZONTAL �---FIREBLOGKS � IGESHIELD REQUIRED: NO � � <br /> FIREBLOGK STAIRS: <br /> EN6INEERED J015T5, 51ZE AND `� � ONGE IN T�P B BOTTOM � �LOOD HAZARDS: 2003 Iqq2 �IRM C/� <br /> SPAGIN6 PER PLAN OR 2X J015T5 a OF RUN BETWEEN STRIN6ER5 AIR �REEZIN6 INDEX: 250 <br />' F I N. FLR. I ( I .� \ a _� �� � ALON6 RUN BETWEEN 5TUD5 � �-� � <br /> #4 REBAR � 48 O.G. �/ERTIGAL MEAN ANNUAL TEMP: 50 ��-,1 � <br /> USABLE SPf�GE UNDER STAIRS <br /> � TO BE I HR FIRE GONSTRUGTION � � <br /> � � 3" MIN. 5/8" TYPE 'X' C�.W.B. (TWO LAYERS �� <br /> TOP PL. AT STAIR GEILIN6) � DE51GN DATA: <br /> � _....._ GLR. TYP. � <br /> �� � <br /> #4 REBAR ROO� LOADS: LL 25#/5� (SNOW) <br /> (2) 2x TOP PLATE, LAP GORNERS, I W "J" BAR -- <br /> OFFSET END JOINTS BY 48" ! TOTAL 40#5� <br /> 4 ALL FOOTIN65 TO BEAR ON STAIR NOTES: (� <br /> BEARIN6 501L „ �J1 <br /> ,,. T�� � ������ 'rY�I G�� R15ER HE I6HT = �1-3/4 MAX. �LOOR LOADS: LL 40#/5� <br /> ° 1 %2" 6YP5UM WALLBOARD, TYP. " „ DL 10#/5� � <br /> �fb 05B. OR PLYWD. SHEATHIN6. W/ PUA VAPOR .BARRIER � WALLS � TREAD DEPTH = I O MIN. TOTAL 50#/5� <br /> NAIL 6" ED6E, 12" FIELD WITH 8d � AND GEILIN65 <br /> NAI L5 UNLE55 NOTED OTHERWISE ' ' �� SG,�tL�: Al.T.S. � <br /> 2 � I L�'' . �4�U��� f I 4/� .��T�� � DEGK LOADS: DL�O%5� ■ <br /> ' �I SGALE: N.T.S. PER 1RG R�U3.1.3 � R403.1.3.1 TOTAL 70#/'S� � <br /> 2x 5-fUDS � 16" O.G. TYP.�' 1� I X I � `�� ���� 501L : 1500 P5� MINIMUM � <br /> � <br /> FIRE BLOGK ALL �/ERTIGAL - GONGR�TE: 2500 P51 A�TER 28 DAYS � <br /> �4 OPENIN65 IN WALLS AT (5i2 SAGK MIX) � <br /> �' PLATES AND FLOORS <br /> -3000 P51 �OR EXTERIOR �OUNDATION <br /> \`�- �'� WALLS, PORGHES, 5TEP5, AND OR <br /> � 6ARA6E 5LAB5- AIR ENTRAINMENT � <br /> � 15 BETI^IEEN 5--1`�'0 (TABLE 402.2 I RG) <br /> �"X 10" ANGHOR BOLT W/ 3"X3"X �" / ' � <br /> 51DIN6, 5EE PLAN FOR TYPE —� PLATE WA5HER5 � 48" o.�. NO LE55 � f <br /> THAN 4�" � NO MORE THAN 12" � ` MA50NRY . PER 2012 I BG � <br /> FROM EA. END 51LL GORNER, JOINT, � <br /> END, OPENIN6 ETG. �" MIN. ������ STEEL : PER 2012 IBG (6RADE 4,0) <br /> EMBEDMENT INTO GONG. EXGEPT � � <br /> �� SHEAR WALLS - 5EE SHEAR WALL ' � WOOD : PER 2012 I BG <br /> NAILIN6 SGHEDULE. � � � NAILIN6 : PER 2012 IRG NAILIN6 PER TABLE <br /> � � R602.3(I), R802.10 <br /> TOP FLAN6E J015T � <br /> i HAN6�R PER PLAN � WIND: 85 MPH <br /> 2x BOTTOM PLATE �i" Td6 PLYWOOD 5UB-�LOOR � 5E15MIG: 5EE GALGULATION PAGKET <br /> 2x P.T. 51LL {6LUED B NAILED) NAIL 6" ED6E, INSULATE PER WSEG., <br /> � 12" FIELD W/ lOd NAILS. SOLID BLOGKIN6 � � WEATHERIN6 POTENTIAL: MODERATE Q e' <br /> BR6. WALL ABO�/E TYP. permit: <br /> FIN. FLR. l � I �R05T LINE: 12" revisions: <br /> �— ___ __-- __ ____.. ........ _ , ! � 4" GONG. SLAB E.�.P.: 45 P5� <br /> . �....._ _ <br /> t <br /> 4"� D.S. TI6HTLINE, P051TI�/E � � <br /> DRAIN TO STORM 5Y5TEM _ �C � °� /1 °OII � °II 4 BEAM: DOU6LA5 �IR #2 <br /> � � � 9 a 6 BEAM: fv = 85 <br /> FIN. 6RADE TO SLOPE—`I� � _ i — � �� - — _._.. _ �'F _._ _ ^ --.. __— �_____..... __-,�� �J a � � ,� _ � � a fb 875 P51 <br /> AWAY FROM BUILDIN6 "�� � — ? �) '"""" � <br /> E = 1,600,000 <br /> � � � �— � � � `� a 4" P05T: DOU6LA5 �IR #2 <br /> — , , <br /> -I .--- Ii— I=; I : <br /> _� } __" '_. � _� EN6INEERED J015T5, 51ZE AND , a 6" P05T: fu = 85 <br /> - i - �� SPAGIN6 PER PLAN, fb = 875 P51 <br /> _ � � 4B MAX. �i��tt�����tt�i� <br /> ��— UNBALANGED � = i,3oo,000 <br /> – �-���J=��_==� � <br /> � I_f � ��' � ' (TALLER WALLS PER PLAN) 5EE FOUNDATION PLAN--� a J015T5 ff RA�TERS HEM �IR #2 <br /> � I �— �I �, FOR BEAM 51ZE � ff 5TUD5: fb = 850 P51 drawn b : RO <br /> I—I � I � 2x4 6U55ET EA. 51DE a <br /> ' �Ii I—� I I �, P05T 51ZE / SPAGIN6 E = 1,300,000 checke�by: <br /> I REBAR PLAGEMENT � <br /> -� { ( ;—� i+�� 5EE DETAIL #2 ABO�/E a0# FELT---�_ �.r��� "51MP50N" A35 OR 51MILIAR 6LU-LAM BEAMS: <br /> SHEET <br /> ✓ P05T TO GONG. a fv = 165 p51 <br /> � �� � ��� I ) � <br /> _ ,;� — — <br /> - �- ° ' I �� � fb = 2,400 5i (reduced b 5ize <br /> 4� � factor, G�*KI) <br /> dJ � — � a _ p y <br /> � � i— ° � �"" 6 MIL. POLY �/APOR BARRIER a a � ° a o E = 1,800,000 5i � I <br /> �I � I � � �-- _ _� _ a a � P <br /> � a — - -- � � <br /> ' ` � (� � 4 NOTE: <br /> m � ALL REINFQRGEMENT �/ARIATIONS �ROM THE ABO�/E <br /> � MUST BE TIED IN PLAGE LUMBER 6RADE5 WILL BE <br /> FOR FOUNDATION INSPEUTON <br /> NOTED ON THE PLANS. <br /> 5EE FOUNDATION PLAN 5EE FOUNDATION PLAN <br /> FOR FT6. / FDN. 51ZE FOR PAD 51ZE <br /> I. SUB�LOOR: <br /> ALL FOOTIN65 TO BEAR OT! Tff6 PLYWOOD OR 05B APA RATED <br /> ALL FOOTIN65 TO BEAR ON BEARIN6 501L STURD-I-�LOOR 16" O.G., 3/4" <br /> BEARIN6 501L <br /> WALL ff ROO� SHEATHIN6: <br /> APA RATED SHEATIN6 24/16 7/16" <br /> �OOTIN6 �OR : <br /> � "�� �/�� ���� 4���r/�`� ��� b�� l^IALL - 18"x 12" �OOTIN6 <br /> � 18" BELOW 6RADE <br /> �� SGAL�: N.T.S. <br /> #4 STUB STEEL - 48" o.c. �/ERT. <br /> UNLE55 NOTED OTHERWISE <br />