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<br /> ONE t-�OUR �"IRE SEPARA7f0�! 1�0 EXTEND TNROUGFf ` ` � `' . � ' ' � � �
<br /> � ; � ; .,._....._.---____ '_ � � ;. :
<br /> EN11RE ATTIC TQ RQO� 5HEA7HI�1G. ONE HOUR , v �
<br /> WA�L ASS�A�BLY PER !BC TABLE 720.1(2), ITEf� I � Q ' ; : � ,t,� �(,�� � k�` ' I
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<br /> RIGNT ANG}_.�S TO EACH SlDE OF DQU9L.E �QUd OF \ I ; � � � ; ' ; , ' i � � t R ,� i ; < ;
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<br /> 2x4 WOOD SiUDS 16" O.C. ON SEPARAlE PLA7ES � � � � � � 4 � : ' � � ; -
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<br /> SOUND: STC = 53 W1TH K-2� If�StJi�A�ION ONE ' � '�` ; �/�'2`�`;'1'; -���,�t:.�..-- - �--.-_ N--: � i
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<br /> ; UNOBSTRUCTED HEADROOM AND BE READILY ACCESSIBLE,INSULATED AND . .. �, (,t,� . 1�.1 !-�E �.'•�c'r��Z., .
<br /> WALL ASSEMBLY DESIGN 2 (ASTM E--119) ; WEATHERSTRIPPED. � � �t
<br />= � � 1Y" TIMBERSTRANO L5L OR 1Y" TJ-STRAND f � �.�._ - ��$
<br /> R!M BOARD EACH SlDE. NO ADqiTIONAL �1RE { ( ��
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<br /> 71-1E ��CllPANCY S1D� �,�1N 1Y�" TYPE �+ ,� �-,- � ----_^_._
<br /> __.�_ -
<br /> SCREWS E� 'i2» O.C. . � `�\ �� ERC R502J JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION
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<br /> _...,.._. ___... t ; �, LZD 6LOCKING A�EACH 6EARING POINT OR AS R Q IRED BY SED
<br /> ( � � t3Y IiVSi�A�LING SO ' E � , TRUSSES TO BE DESIGNEQ & MANUFACZl1RED PER ANSI/iPl 1. OESiGN BY STATE IIGEN
<br /> - ' .. *•\ � I � ,;'� ,../�'� _'L,c��.�.,.. c�a.. r11RNUFACTURER.
<br /> ��' ��" `� �✓>° �lGR. & !#ANUFACTllREO AT APPROVEU PLANT. SUBMIT TRUSS �ES1GN DRAWINGS TO
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<br /> \� � � � -�. )�P�� O l �.._ XRC R602.7 IN WALL CONSTRUCTION, BEAMS AND HEADERS MUST NAVE BEARING Or! BUiLDING OFFtCIAL F'OR APPROVAL PRlQR TO INSTAIlATION & SHIP DRAWiNGS TO J08 SiTE
<br /> '' � WITH TRUSSES. ��SIGN DRAWiNGS TO INCLUOE ALL LOADS, LUMBER INFO., CONNECTIONS,
<br /> ' �r ��f J�CK OR TRIMMER STUDS AS REQUIRED BY IRC TABLES R502.5(1)AND R502S(2), tN HANGERS, PERMANENT ftE4Q. BRACING LOCRTIONS, & RELATED INFORMAT(ON AS SPEC(FIED
<br /> �__._---- ---
<br /> _„_ ____,__� , _�_.___�._.�.-....... �QQR/ !(,ING ASS�M��,Y 0 R �ARA�E & CARPORT: r�IOST CASES, "1_ QR 3 TRIMMER/JACK STUDS ARE REQUIKED. PER R$02.ta.1. TRUSSES TO BE BRACED TO PR�VENT RO7ATION & 70 PROVIDE f�ATER�G
<br /> fi�� ,d_ __ ; , 1-HOUR FLOOR/CEILfN6 ASSEMBLY 8 PER !CC E S R-1 1 5 3 S7A81UT`f PER TRUSS DESIGN DRAWINGS, BUILDING PLANS, & PER BtlILDING I.ATERAL
<br /> . � .� - . i '�8�24 T. & G. SPAN RAT�D SHEATHING (EXPOSURE 1) ��} IRC R802.10.2 A I.ICENSED WA STATE STRUCTURA�ENGINEER SHALI DESIGN TRUSS�S IN ENGIMEERING. fI�LD CUTS OR MQDIhICATiON OF �iRUSSES NOT PERMITTED WITNOUT .
<br /> .....
<br /> ' ' � ' � FLOQR JOISTS PER �LOOR FRAMING PLAN � ACCURDANCE W��ht ANSI/TP[I S-TANDARDS. TRUSS ENGINEERING SHAII BE ON SITE FOR ENG�NEER'S CALCS. &. DT(.S. ANO PRIOR APPROVA� SY THE BUILDI�lG DEPARTMENT. 60TTOM
<br /> --._..__............. _.__. .....__ .. _ _. . _ . t < �
<br /> TWO LAYERS OF �" TYPE X GWB t� FRAMING INSPECTION. NOTE:• TRUSSES FOR TILE ROOFS SHALI.BE ENGINEERED FOR THE CNQRO aF TRUSSES TO BE HELD OF� OF NON--BEARIHG INTERIOR WALLS 'MTH 51MPSON 5TC
<br /> �� _'..__.._._..�.._..__.,..___. » � EXT�RA DEAD LOAQ OF THE T'ILES. T)I INSTALLATION GUIDEIINES SHALL BE ON SITE FOR ROOF-TRUSS CL1P QR EQUlVACENT. GA6LE END TRUSS TO fiAVE VERTICAl. MEMBERS 2a�° O.C.
<br /> �,�. �
<br /> ---- RESILI�NT CMANNELS � 16 O.C. APPLIED Ta �
<br /> , PERPENDICULAR TO U�IDER5IDE OF JOISTS FRAMING INSPECTION. FOR SIOIfVG. GABLE END TftUSS T0 BE SHEATH�D & NA{LEQ PER WAl1 B LOW.
<br /> STC = 50 ;
<br /> 1�n MINIMUMS JOIST � ^ _ ZRC R842.10.3 TRUSSES MUST BE BRACED TO PREVENT LATERAI ftOTATION AND
<br /> ����� ��� � � � '
<br /> PROVIUE LATERf1L STABILITY IN ACCORDANCE WITH THE INDMDUAL TRUSS DESIGN ��� ���
<br /> END BEARING LENGTH ��
<br /> � � _:
<br /> _._.
<br /> �RAWINGS. �e������� ��.�� ���3�f�� �
<br /> BEAM PER E'RAMING PLAN � X � � �������
<br /> �� � �-�-.... IR� R602.7 FOR PRESCRIPTIVE EXTERIOR WALI. HEAD�R SIZES SEE TABLE R502.5 1
<br /> r ` �� __....���-.�' - ... ._.. . �
<br /> PRdTECT WITH � TYPE X G.W.B. - - '� - — � ( )• e F
<br /> ____ _....... _ _
<br /> - - �� ��"�'I"*�i�, INTERIOR AND EXTERIOR NON-BEARING WAI.LS DO N�T REQUIRE LOAD-BEARING HEADERS. .�� BG,�
<br /> -�GG �N't�t,.�t?�j��w•a� � � � i
<br /> ' , ,� IRC R803.2.I.1 PLYWOOD ROOF SHEATNING, IF EXPOSEp ON UNDERSIDE, MUST BE _ �
<br /> l 1 , (Z,� . . . .
<br /> ;�. EXt ERIOR GRADE. � �e� � � �
<br /> _.__. . y -
<br /> �( �. �1b'��`'j.'�C?`7( �� � .
<br /> �'�(, zRC RH06.2 ENCLOSED ATTIC AND RAFTER SPACES MUSf HAVE CROSS VENTILATION FOR � �b ►�S��N�Io��
<br /> ` "-J � EACH SEAARATE SPACE E3Y VENT OPENINGS PROTECTED AGAINST TNE ENTRANCE OF RAIN
<br /> . .... �,..`-,
<br /> .-_:. . . _ _-- �.�/�.�,°"f __ ��/l`�t,.�l,,�. ''��"�`.!�1 l.,,..
<br /> - _ ;1' :rt,.v , �1ND SNOW. THE NEi�FREE VENT AREA MAY NOT BE LESS THAN 1/150 OF TNE SPACE �pApF.PATTERS�ON
<br /> VENnLATED. E.XCEPTION: TNE AREA MAY QE i/300, PROVIOED AT LFASf 50 PERCENT AN� p�,p,��,wR.847
<br /> __...._ t� > J �� � •� NOT MORE THAN BO PFRCENT OF THE REQUIRED VEN7S ARE IN TNE UPPER PORTION OF THE
<br /> � /�' � �' �/(�, % �'Q � . SPACE AND AT LEAS( 3'A80VE EAVE VENTS OR IF A VAPOR E3ARRIER WITH A ONE PERM oEsiGU�T�RRHi LR
<br /> .�.�_.,�. _.,. ���5l.iy---......._l�....>.�"'.._�..___.._ _ _..._-:) �,.�..... 7172 8 D.
<br /> _ MAXIMUM RATING TS APPUED�TO THE WARM SIDE OF ThIE CETLING. THE OPENI�iGS MUST BE pURUNG70N,YlASHINGTON9B233 ��
<br /> COVERED WT7H CORROSION-RESISTANT '/n"SCREEN. pt�o�,e�sT�oeas
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