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ONE HOUR : I:� ' `� <br /> 1 1 Q � '' `' � _ - ._ . � � � � ti <br /> ' WALL ASSEt�sLY PER 1BC TABLE 720.1(2), ITL-I� l - - � ; -.:__JJ��G•.��.: " : , � i <br /> � �/ l � r <br /> ►� i i � �, _/SGG-C'�.': ` <br /> l �� '" � NUMSER 14-1.3. 2x4 S7UDS � �„ O.C. WiTH �'> ' _ ' . <br /> , i , ► � ; <br /> , . . � t �� _ . . <br /> I . I � . t c.�� 7� ` � ! � � ' � . . __... .-_ � ! . . . <br /> . . ( 1Yf?E X G.W.B:`APPLIED VERTICALLY OR ' _ _ � ���-�- ' �.�- -i---�- � a _ .��t i � i , <br /> ' � �� � .�.�... v..y. �.'. HORIZfl�TALLY NA1LEb WITH 6d �OQLEft OR ( s (� ';r-----.—_ ` � , � � ' <br /> , �� <br /> � f ' . i � <br /> � � d NAILS C� 7 O.C. '�liN END JOIN75 Oh� , � j j ( s � ' ' <br /> i i i -.----.._...___.._..�._� WALLBOAR � <br /> �..� ' { <br /> ' � f�AILI�G MEMBERS. STAGGER JQIi�TS EACH S1DE. � ; �: , � { —. . <br /> . ` i ' _ �^ T -,... .-..,.t, -_- + .....�'-_"� _.._. � . f �...._____�_-... q .. ,. 1 . <br /> I I ' , j .. -.� � �. 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ON SEPARATE PLATES ' � ' ' , <br /> � ` t >---�---._ __._ �i � s <br /> p � � j ! i � <. ,.,. [�'J��..� t�l, � ����... '_ __________... J.: �--- <br /> , I S ^0 � 1" APFiRT �JiTH 6d COA�ED NAlLS, 1 r� LONG, � .,, .� _ " '_���::__._._�-. �-�_» ._ .. _ - .._� v ���. 4 # <br /> � 0.091�" SHANK Y" HEADS, 7" O.C.. JOIi�TS I '� �..._.:. .,�.� -- ' . ._1`f�... � : �fi-�1�T� � -�- ;� ; Q i � <br /> I' II �, � k L"� � 5TAGGERED 16" O�i OPPOSI�E SIDES. HORIZONTAL � i � ; �- � { -- � � '� <br /> I, I .�:..1�'.'► �r�.: ��-��.-t�. . ; <br /> �- i i ; ,. <br /> �;_�-r'� �-�- ',_�.:.__ . � � <br /> ' L `l�Lc�� . � ! BRACING REQUIRED AT (�1D-HEIGNT (LOADBEARII�G). , ; � "( 4 j}`' <br /> ��� � �' � � � � � : �r�n�� :�u� ,�_ �,-; ; a��.�, � <br /> ! SOUI�D: STC = 53 w1TH ��STIN�AT�DA�ION ONE � � ; ; ; , , ; �'1 <br /> II `��.�►.���'.��:: . : _: . � S1D� AND COVERING �AP { ) 4 � ��l 11��R'L1bt... � �__,�. ; ` ,�.__..�.�___��_____. <br /> �..` � <br /> . <br /> � . � i ; -T�1.��1�� _ �- - ----- . 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' <br /> I � .• E � � } � • ' <br /> , �v � � � ;G'r��1:�3 ; i ,i . <br /> G <br /> 6 , <br /> i 7� t . <br /> / '�`1 � �' <br /> . 5 �X <br /> 1 . <br /> � � � �1 _._ <br /> 0. <br /> , <br /> , � _ <br /> _. ..._ , j � <br /> I j �__�:�:�:�___. t��`�� ��0�5 � I I ; ,P ; � '�i r.�`_ ` + � <br /> ' I i �"l`J�"�'�' � � �Ja'� ! � � , t � ; 'S ';� ; � � � . �-' <br /> � , '' f ' � � i �'(� t� � ir <br /> i I i � � � � � _ � <br /> � II � � � � � ' . , ' <br /> , , <br /> � I j f i - - ---__ ,._..._..� ---- - . .r,__......_ <br /> ' I i, : I � •--- -- .. - ...................... _ �_.�,._. ..__._. <br /> - ......,_...._._.�..__.. __..._.:.m_. ._...F_ -...� <br /> .. ._ � <br /> I ..---..__... � ....._. _..._ �rs <br /> � <br /> � � ..._._ ; <br /> .._:... <br /> _.-. <br /> f • <br /> il ... ..... , .. . � . i , <br /> i __.._._._.._...,,.__�.,..,�.---_____��__..___...._ ___._._......_..___.... - { r � . ' . <br /> � , � : � . . . <br /> � � <br /> I . ,_ ! t tJ � . <br /> � \�l'CZI�'�' ��C.�3. '��'�. \1i y �g � lv(j _ , _ . . <br /> � ; <br /> , <br /> : <br /> ..___._ . . ..._.�. .. .. _ ._ � � _ � <br /> i � � _ . . �_: <br /> � :, � � � : <br /> . • XR�R8Q7.1•A7'TYC ACCESS MUST HAVE MINIMUM STZE OF 22"X 30"WI7H 30" ' . __. ,_ . �/ f_.,_.-. � <br /> I .- ...._..._ <br /> � � UNOBSTRUCTED HEADROOM AND BE RFADILY ACCESSIBLE,INSULATED AND - =' <br /> . __�'�''l� �.{�_..._�,�.�,..� -�- ���..._._ __ - <br /> li • � � WEATHERSTRIPPED. . . $!i � <br /> '�i WALL ASSEMBLY DESfGN 2 (ASTM E-119) , `Y� �� , <br /> ,,,;�.--- . �. _... . . _ � . <br /> .. . <br /> �, ' 9Y" T1�9BERSTRAND LSL OR 1Y" TJ-S7RAND i � , <br /> � ' II <br /> _ RIM SOARD EACH 5iDE. P!0 ADDITIONAL FiRE � � . _ _ _ . . _ _ ..�' G2../5�i 5 G- nc�c5}� <br /> PROTECTION REQUIREQ AT RIM JOiSTS ; � .� <br /> . ----� _� ��•� � � _ .. .. <br /> ,�..�,�_I.J.�, . . . ... <br /> ; _._.. <br /> � �1'(ZGf". ."r"'2G�i�T�- S 1-�C�/� <br /> I ; <br /> , �� . <br /> i , I � . .. <br /> I �... ___.__ . � I �t_.-i_. 1 fLk'� .-1` ---Q" � <br /> �-� . <br /> _.__._ <br /> _ <br /> II i .__..... <br /> i • ---� ,, ,. <br /> � WALL ASSEN�LY �J��iGN 4 {ASTt� E-119) M.._�._._.______�.�.. ' � - ..�___------.-.--.__..._...__._---.____.------- .�-_._._�------_---._.._____._----__.�_._.____.---..____._______..—.—__ <br /> �" G.W.B. APi?LI�D 7n �ACH Rit� �OARD ON � . -_ _ <br /> � y � ' — . � <br /> n t I <br /> I _ <br /> � 7HE OCCUPANCY S10� �,�TH 1Y� 7YPE W � <br /> � I SCREI�S £� 12" O.C. T.._--- <br /> x „ IRC R502.7 JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTA�(ION <br /> � - � �` 5 �S ���c i3 . _. . __. ._-------..... .. . <br /> � � E�Y I�SCALLING SOLID BLQCKTNG AT EACH IIEARING POIN7 OR AS REQUIRED BY � <br /> � , TRUSSES TO BE DESiGNED & EdANUFACTUR�Q PER ANS!/TPI 1. QESIGN BY STATE LICENSEb <br /> /'� ,,.,�--� '� � �(� rG 7C NiANUFACTURER. <br /> I � . ,. ENGR. & ►�ANUFACTURED AT APPROt�ED PLANT. SUBf�IT 7RUSS �ESiGN DRAWINGS TO � <br /> �` � 1 � , <br /> I _ ��' �-'.L.c217�.. ... �.t_�j�4 <br /> i I !II r �� ,'� � �RC R602.7 IN WALI CONSTRUC�ION, � <br /> � � � �� � O l� �p.,� ,st�� BlJIL�ING OFFICIRL FOR APPROVAi. PRIOR TO INSTALLATION & SHIP DRAWINGS TO JQB SITE <br /> BEAMS AND t-IEADERS MUST HAVE BEARING ON ��(j-{ 1RUSSES. b�S1GN DRAWINGS TO INCLUDE AlL L4A�S, IUMBER INFO., CONNECTIONS, <br /> I �, ,�"'� - ( . I JACK OR TRIMMER STUDS AS REQUIRED BY IRC TASLES R502.5(l.)AND RS025(2). IN NANGERS, PERMANEP1T REQD. BRACING k.00ATIONS, & REIATED INFORMATION AS SPECIFIED <br /> i il - -- - . , <br /> � _^.. _ ' _�_._ _ _.. �'�oaR�S'FIL�Nr ASS�MBI.Y OV�R GARA�� CARPQRT: , f�OST CASES, 2 OR 3 TRINiNiER/JACK STUDS ARE REQUIRED. PER R802.10.1. TRUSSES TO 6E BRACE� TO PR�VENT ROTATION & TO PROVIDE LATERRL � <br /> ' � �� l � 1-HOUR FLOOR/GEIl,ING ASSEMBLY B PER ICC ESR-1153 STABIUTY PER TRU55 DESIGN ORAWINGS, BUILOING PLEINS, & PER BUILDING LATERAL ' �. <br /> -���.� � . � I� G� '� �� �$ 24 T. & G. SPAN RATED SMEATHiNG (EXPOSURE 1) rRc Rsoz.].0.2 A I.ICENSED WA STATE SCRUCTURAL ENGINEER SHALL DESIGN TRUSSES IN ENGI�lEERING. FI�LD CU7S OR MaDiF1CATlflid OF TRUSSES NOT PERMIT(ED WITHOUT <br /> I, � � �� �j G��� � <br /> � qN � �CCORDANCE W�TH ANSI/TPI1 STANDARDS. TRUSS ENGINEERING SHAL�BE ON SITE FOR EIdGINEER S CALCS. & DTLS, AND PRIOR APPROVAL SY 7�f£ BUIIDING aEPARTMEN7. BOTTO�f <br /> I � p� � =�� ' � - FLOQR JOl5TS PER FLOOR FRAMING PL � � <br /> � . . _.:__... .__......_.... �' .. ; r -j'� t�E ,)c, 5 � FRf1MING INSPECTION. NC�7'E.' TRUSSES FOR TILE ROOFS SHALL BE ENGINEERED FOR THE CNORD OF TRUSSES TO BE NELD OFF OF NON-BEARING IN7ERIOR WALLS W1TH SIMPSON 57C , ' <br /> , I �. ( , : TWO LAYERS OF �a TYPE X GWB APPL{ED TO �� ROOF-iRUSS CL1P �ft EQUlVAI.�NT. GABLE END TRUSS TO HAVE VER7lCt1l MEMB�RS 2a�' O.C. ' <br /> _� _ :_ ,_,_.__..___._.�_.__._.. _ RESI�IENT CHANNELS � 16" 0 EXl-RA DE<1D LOAD OF THE�LES. T)I INS7ALLATION GUIDELINES SHAL�BE ON SITE FOR <br /> � FRf1MING INSPECTION. FOR 51D(NG. GABLE ENO TRUSS TO BE SHEATHE(3 & NAIL�D PER WALL BEI.OW. <br /> �',I ..-- __ ._._ � - . , PERPENDiCULAR TO U�iDERSIaE OF JOISTS �� �Q _ <br /> i , ` � STC = 50 M� � _ . <br /> � 1�" MINIMUM JOIST 1�� , IRC R802,103 7RU55ES MUST BE BRACED TO PREVENT IATERAL ROTATION ANO . <br /> � �'�I �� PROVIDE LATEF2AL STABILITY IN ACCORDANCE WITH THE TNDIVIDUAL TRUSS DESXGN - <br /> ' END BEARING LENGTH � . <br /> i DRAWINGS. <br /> � _._._ <br /> . . �--� X 1 � �'�2-�:�--L—�°,-'s .: <br /> BEAM PER FRAMING PLAP! - , � ,_./��-•� -��8- -:.'�``�._...�,, IRG Rb02.7 FOR PRESCRIPTIVE EXTERIOR WALL HEAD`ER SIZES,SEE TABLE RS02.5(�). p e FeG <br /> � I PROTECT 4YITH � TYPE X G.Yd.B. _- _,�� �''J�..�:��N,"'� `"' �, INTERIOR AND EXI-ERIOR NON-BF�IRING WAILS DO NOT REQUIRE LQAD-BEARING NEADERS. � �� � '� <br /> ' ' __j�G ��i•���.(���U � ' � � Z <br /> IRC R803.2.1.1 Pl'fWOOD ROO F S H E A 7 H r N G, I F E X P fl S E D O N U N D E R S Z D E, M U S T B E Q � <br /> I �; ti �J �i� . . . . II EXT�ERIOR GRADE. � Ls `^ <br /> , . , <br /> ;�.. � ' �� 9\y ' <br /> I �� ,. <br /> I -•�� �` ���� �a� �-�� IRC R806.2 ENCLOSED ATTIC AND RAFTER SPACES MUSf HAVE CROSS VEN7ILAT.iON FOR " b��snMc�o+� ��� <br /> I — , EACH SEPARAT�SPACE BY VENT OPENINGS PROTECTED AGAINST THE EN7RANCE OF RAIN <br /> �. <br /> i -- i + � � � ���� -.����`� � , AND SNOW. THE NET FREE VENT AREA MAY NOT BE LESS 7HAN 1/150 OF TNE SP�iCE <br /> , ,_. �� HOWARD F.PATTEASON <br /> - VEt�lTILATED. EXCEPTION: THE AREA MAY E3E 1/300, PROVIDED AT LFAS� 50 PERCENT AND P.Bp Cert.NaWh�7 J' l <br /> . .. �--_ __ __. <br /> � ; , „ NOT MORE THAN 80 PERCENT OF TFIE REQUIRED VENTS ARE IN THE UPPER PORTION OF TNE ; <br /> i , �� / 1 � �., ���` , -������. ��� SPACE AND AT LFJ\ST 3'ABOVE EAVE VENTS OR IF A VAPOR BARRIER WrTH A ONE PERM °,72�8��7�RH�Ro. ' <br /> -/�'�''�-�'-�--� � '� � MAXIMUM RATING IS APPLIED TO THE NlARM SIDE OF TFIE CEILING. THE OPENINGS MUSt BE euaur+�TOH.wnswNcroNsezs3 <br /> � .,_..__,_ _ I � . <br /> ' � �I • ; , ' COVERED Wrl"H CORROSION-RESISTANT '/a"SCREEN. PHONE757•0685 <br /> i - : <br /> ,� <br /> i 'I ._... _ �r��� �� ������� ' <br /> "R��I��J'�C� ��'�� P�#�Ml3 �` � . <br /> I : �I '� _ �. <br />