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iNritten dimenslons on thls drawing shall have precadenc.e over <br /> scaled dlmenslones. Gonta�tor shall verify all dlmensions, <br /> �onditlons, etc., pertalning to the work before proceeding. <br /> The OJtiner m�st be notlflad of any varlatlons from the . �.� <br /> dlmensions and/or conditlons shown on these drawings. Any ; � ' ,sn+�;,i�'�"C"'�`'„ °���`ak""t <br /> s�ch varlatlon shal I be resolved by the Owner prlor to '�ap�� ' <br /> proceeding with the work, or the Gontractor shall accept � yw� " �r rv� <br /> full responsiblllty for• the cost to re�tify same� `.��1 � � - , a� s?� <br /> �� �r , i i ���; G�° <br /> � ,.��� y,,�,�����'�y�'�� <br /> a �'.� � <br /> P <br /> �, �:' ? ,�" <br /> ����;�;;� ��a;l�;�:��r�a�����Dp4y <br /> � - �cs `Sr ty.�4o3�1�+1{as��fe t� <br /> :1���� ��� �� F <br /> . � �!���na�'��sas%`9�°�`�Pxeac+ca <br /> DS � DS <br /> V/ <br /> AFSO T ' <br /> . � � � ❑ ROOP ^ <br /> �/ENT ' <br /> 1 <br /> • <br /> � U B <br /> FtF50 ❑ � <br /> RooF - � <br /> YENT <br /> �/ `{ � � � <br /> - 4" EXHAU5T L J � V <br /> �ROOF . �r H �, � <br /> JAGK O <br /> RF50 � <br /> ❑ ROOP �/1 L� � ' <br /> O �/ENT v• C�' 1f1 <br /> �Z � � <br /> 2 �8EE PIAN � 1. ROOFING PER PLAN ON#15 WATERPROOF zXF> RAFT�RS �_ • <br /> BUILDING PAPER ON�/e"OSB STRUCTURAL 1 � �`��� � G °� � cn M � <br /> 6 AT �I R�PLAG� � <br /> RATED SH�ATHING F�-1 � .q ao � <br /> � 2. APPROVED TRUSSES�24"O.C.OR v Rr.��NG F�-�1 � � <br /> RAFTERS AND CEILING JOISTS PER BUILD � � � <br /> W I TH NO <br /> SECTIONS AND ROOF FRAMING PLAN. �UTT�iz AND No --- � <br /> 4 5 3. 26 GA. PRE-PAINTED METAL GUTTERS. RooF u�NTS � o � � <br /> 4. �z" GWB FINISH ON INTERIOR WALLS AND g/e" -' Roo� � <br /> SEE PLAN GWB ON THE CEILING v�"T � <br /> ',i � 5. 6X8 OR 4X10 DF#2 HEADERS U.N.O. ' <br /> 6 : 12 <br /> " �'�' � 6. SCREED BLOCKING (TYP). R�8 ATTIC � �� UNL�SS <br /> �� INSUTATION. PROVIDE WIND BAFFLES AT TYP I GAL <br /> .. <br /> VENTS WITH LOOSE FILL INSUTATION. NOT�D � <br /> _� 7. �-49 BATT INSUTATION ATSLOPING � � <br /> - CEILINGS. INSURE 1"CONTINUOUS AIR <br /> SPACE OVER IBATTS, VENT EAVES,AND � I �I � <br /> RIDGES. --� � Q <br /> _SCISSOR TRUSS DETAIL_ PR�. M . T�:«SS�S � z4�� o.�. a� � <br /> SCALE 1/2"=1'-0' r� � � <br /> � � ❑ ° � °o <br /> � <br /> Ca <br /> t- o�� <br /> ' �� I� - � r AF50 I •� LL U.��u� <br /> I2A��6 1I ❑ vOOF �ROOK AU5 't \ � �- �-. <br /> �, W� �-, <br /> 8 �s�,,���sJ V-t11 <br /> SEE PLAN 1. ROOFING PER PLAN ON#15 WATERPROOF iNs g ws � � �� <br /> .r g BUILDING PAPER ON�/e"OSB STRUCTUAL 1 _ �,, <br /> 2 � �F,�,c � RATED SHEATHING � r`'� � �� <br /> FURN �i � <br /> j` 2. APPROVED TRUSSES�24"O.C.OR RAFTERS Ds � O U I <br /> y AND CEILING JOISTS PER BUILD SECTIONS AND � N <br /> 6 ROOF FRAMING PLAN. �uRu �Lu PI-4° 6�� �xhAuST <br /> 3. 26 GA. PRE-pAINTED METAL GUTTERS ON �X 8 �EHT _ 3 <br /> BLw, RooF <br /> ,IAGK <br /> � P.P SPRUCE FASCIA. a W � �, <br /> � 4. Y2"GWB FINISH ON INTERIORWALLSAND 5/8" _e Q L-i p,_8 <br /> 4 GWB ON THE CEILING AFSO <br /> 5. 6X8 OR 4X10 DF#2 HEADERS U.N.O. � � ❑ R��� <br /> SEE PLAN 6. BLOCKING(TYP). R-49 ATTIC INSUTATION. v��T <br /> 5 g 7. R-49 BATT INSUTATION AT CEILINGS. INSURE 1" I � <br /> CONTINUOUS AIR SPACE OVER BATTS,VENT � � - Ds I� <br /> TYP/ 1-H R. RATED EAVE DTL. 8. AF�O VEN D RIDGES. i - - - - - - - - - - - - - - i� � <br /> NTS 9. LENGTH FROM EXTERIOR WALL FOR AF�O � <br /> PILACEMENT FOR SOLID BIRD BLOCKS, SEE DS � RooF <br /> CHART. 7 BIRD BLOCKS EQUALS ONE AF�O. �"T � <br /> X DISTANCE w �j <br /> � � � � <br /> V 5/12 5'-3" Q � � Q <br /> �= 6/12 4'-6" � Q m � � <br /> � � n _ _ C�I RDER TRUSS __ _ _ _ � y � � (v '� <br /> p 7/12 4 -3 i - � �� %o � <br /> O , � W � IV � � <br /> � 8/12 3 -7 <br /> � � �' Q� �'� � � (y <br /> � � <br /> p <�� � w� _ � � Z l� <br /> � '� (� � <br /> R�. MFC�. T SS�S � Z4" C, .G. - - � <br /> �(2}10d_TOENAIL_OUTLOOI�R � <br /> THRU TRU33(OUTLOOI�R � EDGE NAlL1NG � Q <br /> EXTENDING MORE THAN 17 ti(q Q'�LOOI�R 17 OR LE33 I V O <br /> FROM EXT.WALL-U3E A34 MIN.) FROM EXTERIOR WALL 48'O�C. DS r I� , <br /> (MORE THAN 12'FROM�ERIOR � <br /> - - - - - - - - - - - - � <br /> WALL�24'O.C.) I I HIP � <br /> 1 P T013'�T CIA'W/(2)10d NAIL3 ROOF FRAM I NC� NOT�S �I P JAGKS � <br /> � GUT RAFTER TAILS TO MATGH 2x4 8: IZ ..�AGKS � �4" O.G. <br /> TRUSSES � <br /> � Z4" O.G. dGlte: OZ-ZB-I <br /> 2X6 CONT.'W/10d NAlL3 GONNEGTORS SHALL BE ENGINEERED <br /> perml : <br /> S�O.C.3TAGGERED EA�W BY TRUSS MANUFAGTURER 1" .Pi V I S I O t"1S: <br /> 7 gEE p�� ROOF PITGH S{-VALL BE 6: I2 <br /> TYPIGAL UNLESS NOTED OTHERWISE <br /> DS <br /> ROOF OVER{-VANG S{-VALL BE 12" U.N.O. <br /> 18d�8'O.C. TIE TRU33 INTO d r a w n b M J <br /> 2X CON7INUOU3 MEMBER ROOF G h e G ke�.by: <br /> 5/8 TYPE-X GYP8UM�CEILING JAGKS <br /> EDGE SPER3HFAR'WALL 2x6 OVERFRAMING � Z4" O.G. ����T <br /> 3CHEDU <br /> 5�I8'TYPE=X'GYP.W�l��►Rn _,. _.,�.���`'" ��ARI NG BELOW � � <br /> O D`-�" DOYVNSPOUT <br /> _GA FILE#WP 8105_ _GA FILE#WP 8105_ �� <br /> _INTERIdR 31DE:_(1)I�qYER 5!8"TYPE-X�GYP. _EXTERIOR 31DE:(1)LAYER 48'WIDE 5�I8'_TYPE X GYP. TRUSS NOT� � � <br /> WALLBD.APPLIED PARNIFI OR�RIGHT WALL 3HEATHING APPLIED'PARALIFLT02X WO00 ROOF V�NT I NC� GALGULATI ON-P�R ZOIZ I RG R80F>.Z <br /> ANGLE3 TO 3TUD3 WITH 8d'COATED NAlL3, STUDS W/'I-3✓+I'GALV.ROOFING NAlL3�4�QC.� ALL TRUSSES SHALL HAVE: <br /> 1=78'LONG,0.0945'3HANK,1/4•HEAD3, VERTICAL JOINT3 AND T O.C.�INTERMEdIATE STUDS I. STRESS ANALYSIS AND DRAININGS / I�{-�2 SQ�T �.RE�. <br /> T O.C.(LOAD BEARING) -� AND TOPAND BOTTOM PLATE3. JOINTS OF GYP.SHTHG. DETAILS STAMPED BY A STATE _�F.g1 SQFT REQU I RED <br /> MAY BE LEFT UNTIREATED. EXTERIOR CIADDING T0 BE REC�ISTERED ENGINEER. �OO <br /> , ATTACHED THROUGH 3HEATHING TO STUDS. 2, MANUFAGTURER'S STAMP ON PRE- <br /> NOTE� MANUFAGTURED TRUSSES. C�F.g1� X (SO%)= 2.44 SQFT M I N. REG2U I RED l,.T El,.�/ES <br /> NOOPENINGORPENETRATiON3ARE.ALLOWED �. BRAcen To MANUFAGTURER�s TYPIGl�L TRUSS BLOGK Hl�S (4) 2 � SGREENED HOLES <br /> WHENP�RdPERTYOFIF3ETISLE33THAN3'-0'. SPEGIFIGATIONS. PRO�IDIN� F�.2g SQ. IN. (.044 SQ�T) PER BLOGK. <br /> IFOFFSETISLE8STHAN5'-0",OPEINGSSFIALL 4. STRESS ANALYSIS AND DETAILS l�PPROXIMl�TELY (56) �/ENTED BLOGKS= 2.4F� SQ�T PRO�/IDED <br /> COMPLT WITH IRC R302.1 AND PENEfRATI0N3 SHALL BE SUBMITTED TO BUILDING <br /> SHALL COM��pLY WITH IRC R517.3 DEPT. FOR APPROVAL AND SHALL <br /> Be iGEPT ON SITE FOR FRAMING (4.8-7) X (SO%)= 2.44 SQ�T M I N. REG2U I RED V�11 TH I N �' O� THE RI DGE <br /> 1-HR WALL a� �GABLE END TRUSS INSPEGTION. ��SO ROO� .Jl�GK �/ENTS= .�4 SQ�T El�GH �/ENT <br /> ■ 5. TRUSSES WILL NOT BE FIELD ALTERED PRO�I DE �P>� l��SO �/ENTS= 2. 72 SQ�T PRO�/I DED <br /> WIT{-VOUT PRIOR BUILDING DEPARTMENT <br /> FORSIDESETBACKILESSTFUWS'-O� NT$ APPROVAL OR ENGINEERING <br /> GAL_G UL AT I ONS. Q Q �I I �I <br /> 6. ALL TRUSSES S{-VALL {-VAVE SIMPSON TOT�.L �/ENT l�REl� PRO�/IDED= S.Ig SQ �T I �OO� � I ��� I I _� �`� I _ <br /> {-V-I GLIPS AT ENDS. <br /> SEE GENER?�L NOTES SGALE: I/4" = I'-O" <br />