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� V <br /> ROOF(NG: GENERAL NOTES z m � <br /> � CQIrIP0�11UN ROOF: 0/ NQNPERFD. TYPE 15 FELT. NNL W/(4) GALV. HOSE BI�S TQ BE 8ACI6�l.OW PREVEN11qV AND fREEZE � �s �o <br /> FASTENER PER EA PIECE 0/ t/Y CDX PLYWD SHTG OR EQINV W/ 1/2' RESISTANT 1YPE. ¢ g� m`� <br /> CCX A 0 jHANGS. a �� �� <br /> � ROOF SHTG. TO BE NAIIED W 8d A 6'O.C. EDGES dc 12"O.C. FlELD - ALL HOL.DOWNS. FRAIi1NIG ANCHORS dc SI#ARWALL c� "'� �n�n - <br /> UN�XO. � NAILING A�JST�INSPECIED BEFORE COVfR�VG. z �� �� <br /> o � <br /> � < <br /> m W�i <br /> Arnc accEss sa�.� � �� <br /> O ATfIC NOT INSULATED. PROVIDE 22"x30" NIN. w " "' <br /> �� F-N <br /> R O U G H O P E N�I G W/ 3 0' M I N. C L R H E A O R 0 0 6 1 I F = � Z rn <br /> CEILING IS INSTALLED. <br /> �� �3 <br /> W �� �W <br /> . TRUSSES TO� � dc WIMJFACNRED PER o � �� <br /> PREFAB. ENqNEEREO RaOF �iURED AT JIPPROVED PIANi: SU� � � ^ � <br /> TRUSSES PER PLAN g 24'O.C. 1RUSS DESIGN DRAIMNGS TO BUN.DNG OFFlGAL FOR <br /> APPROVAL PR�R TO b�.STNUiION dc SHP . <br /> RO(�ING PER DRAN@IGS TO JOB SITE wn� muss� DESIp�I ❑o <br /> NOTE DRANI�GS 1D �ICI.IAE JILL LOADS, WIIBER �0.. �� <br /> t2 SIAiPSON Ht EACH TRUSS COt�EC110NS. HAN6ERS. PER�iAI�?1T REQ'D. � <br /> TO TOP PLATES �LOCA110NS� d: RELAIED �IFORilA1N)N AS �� � <br /> � SPE� PER R8Q2.1Q.1. 1RUSSES T4 BE BRACED <br /> PLAN 2x SCREENEO VENT BLOCIC � �o 0 <br /> (PROVIDE FlREBLOq(ING RIGHT SIDE) 18' GABLE 0/HANG TO PREVENT ROTATION �t �D PROVIDE UIERAI. <br /> 8d GALv. A s" o% � — — — — — — — — — -i- — — — — — — — — — —� STABIuiY PER 1RUSS DESIGN DRAW�IGS, BULDIN6 � <br /> diAPH. TO TOP PL BWP BWP PUNS, �C PER BINLDING UIERAI.ENq�IG. � <br /> ( ) I FEtD CUTS OR MilD1�1CAiWN OF 1RU5SES NOT �a <br /> � �� �.� � � � � � � � . � � � � � � � � � � � ,� � � ���. �� . � <br /> �; � z P Q i M I T 1 E D M 1 I H O U T E N G N E E R'R'S C A L C S /D 1 1 S <br /> (2)2x4 TOP PLATES I ' I I o MO PRIOR APPROVAL BY 1HE BUILDING <br /> PLATE S HEIGHT PER �R TYPI C� FASqA � � ; �I� � I�1D OFF OF N�ON-BEARIiG qilERIOR wALLS wITH <br /> �VA�� I ; � r -� ,I �N � � ,���.� <br /> s��Nc P� aFvnn� o/ <br /> HEADER PER PLAN WATERPR40f' BUILDING PAPER I � I � � � ;I I 2SFIEAiFED �gNAM.ED PQt WNl� � � <br /> . ( o �o ( i ( , i � � <br /> 2x4 HF�2 STUDS � 16"O.C. �n o <br /> � ( o �,� I I � BRACm WALL PANEt PER R602 � � �- <br /> �' � * , %�� K•ase at T�-n(�*caaavq�r+.s�►nMc � Y �- <br /> ROOF SECTION I I ; I � °° '"�`�`�°�'�,�'`°�"°�"`�"'� <br /> , ����� � m W <br /> ,I a cn <br /> » , . I ROOF TRUSSES 0 24'O.C. ; � ;I � > <br /> SCALE: � = t -0 22'-0' PATfERN 6:12 PITqi � ' � � <br /> , <br /> ( ; � ; J I % ALT. BRACED WALL PANEL PER R602 <br /> ; '( NSfAl12 IlNpipt BOL15 AT J�PiS R 1,900 LB HDwi.(59q1� <br /> I - I , �z I % � AT�►������.�R�.��� <br /> , �— ;I cKv e�cc��,r Fao.e�oac�u Ho�zarru,iar�,o' (n <br /> � I I ' �`�„� I � � MAX PNEL FtL 3�'W�111 � <br /> � �� ;� . <br /> r-e'�rn.r�,.uo,H � I ' �I , �� I ' �-�--� <br /> FOR PANEI SPLICE (IF NEEDEO) �, � <br /> ADJ�NING PANEL EOGES SHALL l 2—CAR (GARAGE � � ( <br /> MEET OVER ANO BE FASTENEO TO ' �� O >M <br /> C�IYON FRAAIING ' <br /> � ( ; Z ( rl/ a N O <br /> , �_�_. Q o0 <br /> . . i . � � J tT � . <br /> � <br /> HEAQER I � N ( ( c � 3 � <br /> G <br /> MIN. �' THIqC W000 SiRUCTURAL Bd CQ6IMON OR 6ALV. �X NAILS � o ( o 0 o I ; I � ��� <br /> PANa SHEATHING ON ONE FACE PANa ED�S - 6"O.C. :* � X� , 3� � <br /> rn <br /> � f�IN. 2x4 FRAMING, NIN. QOUBLE $d CQMMtIW OR GALV. BOX NAIIS 0 I � I � I � N�•J <br /> � S1UDS REQUIRED 12'O.C. 0 INTERIOR SUf�ORTS ( ( j I Q `° <br /> � (2) S1ftM-TYPE ANCHORS (1800� SiUD UNDER HEADER AS RE{�U�2ED �;, I �I� I , ( Q . <br /> b UPIIFT CAPAq� SiRAP SHALL 8E <br /> � PERNITTEO TO B ATfAqiEO OVER I �) I \ <br /> THE M1000 STRUCTt�iAl PAt�I MIN. REll�ORqNG OF FOUNOATION. ONE � � <br /> �4 BAR TOP ANO 80Ti0M �FOOTING, a �,�, / <br /> (2�'� AIVCH�R 80Ln LOCATED LAPPEQ 15' M 3 � X o i I ��� I <br /> ' m ROOF & ATTIC VENTILATION <br /> BTNM 6" AND 12' OF EAqi E N D � ^� 30 � �) I ALl VENTS TO BE SCREENED w/Y" C�RROSION <br /> OF SEp�iT AiIN. FOOTING SIZE UI�DER UPENINGS IS � � <br /> 12'x12'. A TURNED-DONN SLAB SHALL . 3}�x 12 24 F V 4 DF M-Ot RESISTANT METAL MESH. (3) 2"0 HOLES PER VENT �'' � � <br /> BE PERYITTEQ 9 OOOR OPENINGS. � ��� � �-� � — — — — � � � � I BLOCK = 7.0 S4. IN. NET AREA (74%). LOCATE VENT <br /> - REINFaRqNG AS SHOWN ABOVE. �WP1 16°x 8° OH GAR DR ��� ( BLOCKS AT CORNERS & EVENLY BETWEEN FOR ATTICS. <br /> �_�_____��__��____ __ � _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ � INSTALL VENT BLOCK EA. RAFTER SPACE FOR <br /> � CATHEDRAL ROOFS. THE �IINIMUM NET fREE <br /> VENT1LATiNG AREA SHALL BE 1/150 OF THE AREA OF C, <br /> THE VENTED SPACE. EXCEP110N: THE MINIMUM NET w �o <br /> FREE VENT1lATl�l AREA SHALL BE t/300 OF THE � n W c� <br /> _____________�_____= 2'-107�' 16'-3' 2'-1tl�t' VENTED SPACE PROVIDED THE F�.LOVHNG CONDITION �-/ W� . <br /> IS MET: AT LEAST 4QY AND NOT �IORE THAN 50% � <br /> 22'-p• QF THE REQUIRED VENTILAT1NG AREA IS PROVIDED BY � �3 <br /> A L TE R N A TE B R A C E D WA L L P A N E L VENTILATORS LOCATED IN THE UPPER POR110N OF � _ <br /> THE ATTIC OR RAFTER SPACE. UPPER VENTILATQRS � �w <br /> SHALL BE LOCATED NO MORE THAN 3 FEET BELOW �� <br /> CORNER APPLICATION, PER IRC R602.10.6 SCALE: �' = 1'-0' THE RIDGE OR HIGHEST POINT OF THE SPACE, � a� <br /> MEASURED VERTICALLY, WITH THE BALANCE OF THE i <br /> REQUIRED VENTILATION PROV10E0 BY EAVE OR �Z <br /> CORNICE VENTS. WHERE THE LOCATION OF WALL OR � o— <br /> ROOF FRAMING MEMBERS CONFLICTS WITH THE N N <br /> FL 0 0 R R 0 0 F P L A N ��� Y� _ ��-�� MOREITHAN 3 FEET BELOW iHEARIDGE OR HAG EST�N � �-' <br /> 594 SQ. FL <br /> � -- POINT � THE SPACE SHALL BE PERMITTED. I �� <br /> ATTIC N <br /> o� <br /> A(�A = 594 SF � � <br /> 594: 150 = 3.96 SF VEN11LA110N REQ'D <br /> LOMIER PART UF ATTIC: <br /> INSTAII 4 AF50 ROOF VENTS NEAR WALL LJNE A.347 <br /> SF NET EA. = 1.39 Sf NET <br /> INSTALL 12 VENT�Oq(S*�.0492 SF NET EA. _ <br /> 0.59 SF NET <br /> UPPER PART OF ATtIC: � <br /> INSTALL. 2 GABLE VENTS �L04 SF NET EA. _ <br /> 2.U8 SF NET � <br /> �'`�''�° ��= ����� VENTING PR0IADED: 4.06 Sf � <br /> �����v��� F�� ��R�s� 3 <br />