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Writ:ten dimenstons on thls drav�ing shall have prec•adenc•e over <br /> scaled dlmensions. Gontactor shall verlfy all dimenslons, <br /> condltions, etc., pertalning to the work before proceeding. �.��=`�""�� <br /> ,,,,,,..�,.- <br /> The Owner must be notlfied of any varlations from the �"" �.-�c� � <br /> dlmensions and/or condltlons shov�in on these dre�wings. Any ;y1�� � ���.t;�v�� , <br /> s�ch varlatlon shall be resolved by the Owrier prior to ti � �11��1.� <br /> proceeding wlth the work, or the Gontractor shall accept "'��+,,, ►` <br /> f�ll responslblllty for the cost to re�tlfy same. '4 � <br /> G t*t � � 1 <br /> A 1 �� 1'1?�:�e��� . <br /> ���� �i~t����.�Y.y. • 5 A � <br /> y 'A. '`i.. �; '1:��:sti9�"''�,'�t� . <br /> _:..���,o`.«�'� . <br /> O <br /> �Z <br /> 2 �SEE PL�W 1. ROOFING PER PLAN ON#15 WATERPROOF <br /> � � - - - - - - - - - - - - - - - � <br /> BUILDING PAPER ON�/e"OSB STRUCTURAL 1 � I <br /> 6 RATED SHEATHING � I <br /> 7 2. APPROVED TRUSSES Q 24"O.C.OR I I � <br /> RAFTERS AND CEILING JOISTS PER BUILD <br /> SECTIONS AND ROOF FRAMING PLAN. I I <br /> GO�/ERED PORGI-I OPTION � <br /> 4 3. 26 GA. PRE-PAINTED METAL GUTTERS. I I- s�� s+-���T A8 <br /> 5 4. YZ"GWB FINISH ON INTERIORWALLS AND 5/s" I I <br /> SEE PLAN GWB ON THE CEILING � I � U '� <br /> '�i� 5. 6X8 OR 4X10 DF#2 HEADERS U.N.O. <br /> � 6. SCREED BLOCKING(TYP). R�8 ATTIC i'-6" I I rT� g <br /> � �jJ � Tl'P. ROOP I ( � �_\ � <br /> w • w INSU�ATION. PROVIDE WIND BAFFLES AT OVERiiANG I T � <br /> �' a VENTS WITH LOOSE FILL INSULATION. �'- I I ������ � <br /> _� 7. R-49 BATT INSULATION AT SLOPING �z I I L <br /> CEILINGS. INSURE 1"CONTINUOUS AIR _ �� � - - � r l 1 ` � o <br /> SPACE�OVER BATTS,VENT EAVES,AND 0�� � 2X6 R�FTERS v H � � <br /> RIDGES. -p�o � 24" o.G. O oo � � <br /> �� Ds AT F I REPLAGE • N � <br /> SCISSOR TRUSS DETAIL ,,, DS BUMPOUT-NO � x H � <br /> s�E���_��-� O�IERHANC� N � <br /> l��l I TH NO � ( 1 � <br /> , C�UTTER f�ND NO v � � <br /> F� ROOF �IENTs °� t/) 0 <br /> o� � .C� pp � <br /> 4" EXHAUST VENT r � <br /> ROOP V <br /> � .� . �n JAGK � �/� � <br /> 8 � �.�� � W <br /> AP50 � z <br /> SEE PLAN 1. ROOFING PER PLAN ON#15 WATERPROOF ROOP � �J � <br /> .r� 9 BUILDING PAPER ON�/e"OSB STRUCTUAL 1 F-4 � <br /> 2 ��Ca � 2. PPROVED TRU SES 24"O.C.OR RAFTERS �_ � 24" O.G. � <br /> �, C� __r-� e�-,-�t <br /> AND CEILING JOISTS PER BUILD SECTIONSAND <br /> 6 ROOF FRAMING PLAN. I o <br /> 3. 26 GA. PRIE-IPAINTED METAL GUTTERS ON �X 8 EHT ' <br /> ( C.> <br /> � P.P SPRUCE FASCIA. I � <br /> � 4. �2"GWB FINISH ON INTERIOR WALLS AND 5/e" � (2}1od TOENAII 011TLOOI�R EDGE NAILING � <br /> 4 GWB ON THE CEILING 4�� E HAUST THRU TRU33(OUTLOOI�R � � <br /> 5. 6x8 OR 4x10 DF#2 HEADERS U.N.O. ❑R F EXTENDING MORE THAN 12' 2x4 ounoo�R�r oR�ss <br /> SEE PLAN 6. BLOCKING (TYP). R-49 ATTIC INSULATION. Roo� � FROM EXT.WALL-USE A34 MIN.) FROM EXTERIOR WALL�48'O.C. � <br /> 5 ^ 7. R-49 BATT INSULATION.AT CEILINGS. INSURE 1" �. VENT a �u,�pR�Tww�r FRp�,� EwoR � �- <br /> 3 CONTINUOUS AIR SPACE OVER BATfS,VENT -8 T P I AL �-� W���•�C, � � � 0 <br /> C ';T.FA3CW W/(2)10d NAIL.3 <br /> IEAVES,AND RIDGES. , UNLESS p� � O dJ�0 <br /> TYP/ 1-H R. RATED EAVE DTL. 8. AF-50 VENT NOTED � O1ST c� � o�-cv <br /> NTS 9. LENGTH FROM EXTERIOR WALL FOR AF-50 � � �# .�m <br /> PILACEMENT FOR SOLID BIRD BLOCKS,SEE Aa� •N <br /> CHART. 7 BIRD BLOCKS EQUALS ONE AFfiO. 2X8 CONT'W��Od NAII.S� � ���6 <br /> X DISTANCE 6�� ExH,�s 8 O.C.3TAGGERED EA <br /> �ROOF 2���x�� � 3EE PLAN . � � U!t11 � l� <br /> JP.GK FURN FLU T A�IG I �N <br /> 2 , A VENT {�AS I A�GE�SJ � � �� <br /> v 5/12 5-3 � <br /> RN. I NS a ws 16d�6'O.C. TIE TRU3S INTO '+v 111 u-1 <br /> � c/�A 4�_cn _ P.�so 2X CONTINUOU3 MEMBER � O W <br /> a v L v RVENOT ❑ 5/8 NPE-X GYP3UM�CEWNG Q� (V <br /> Ds Ds � EDGE PER 3HFJ1R WALL <br /> � 7��2 4�-3� Q `.1 <br /> �.�. �L� sct+eou <br /> � Q/�A ��_7n YENT �/ 5/8'NPE-X GYP.wA�n <br /> 0 L <br /> ❑P.�so GA FILE#WP 8105_ GA FILE#WP 8105_ <br /> ��T _INTERIOR SIDE:_(1)LAYER�a18'TYPFX GYP. _EXTERIOR SIDE:(1)LAYER 48'WIDE 5J8'TYPE X GYP. <br /> WALLBD.APPLIED PARALLFl OR�RlGHT WALL 3HEATHIN�a APPLIED PARALIEL TO 2X WO00 'I ' <br /> ANGLE3 TO 3TUD3 WITH 6d CQA7ED NAIL.3, 3TUD3 W/1-3/4'GAW.ROOFING NAIL.3�4'O.C.� l�l <br /> 1-7/8'LONG,0.0915'3WW1�1!4'H'EAD3, VERTICAL JOINT3 AND T O.C.�IM'ERMEDIATE STUD3 `n <br /> H I PM TER T O.C.(LOAD BEARING) --�' AND TOP AND BOTTOM PLATE3. JOINTS OF GYP.3FIT}�G. � Cl <br /> - MAY BE LEFf UNTREATED. EXTERIOR CLAQDING TO BE X <br /> � - - - _ - - _ _ - - - - - - _ - - ��J AITACHED THROUGH 3HEATHING TO 31UD3. �' � �l, <br /> I �.� � � N�- � Q � � <br /> NO OPENING OR PENETFiAT1QN3 ARE ALLOWED (� � � <br /> � � WHEN PROPERTY OFF3ET IS LES.S TWW 3'-0'. 0 � � <br /> �Q �-,-v � '�� '�`i,� IF OFF3ET 18 LE33 THAN 5'-0',OPEING3 SHALL � � <br /> � H I P � Q � COMPLT WITH IRC R302.1 AND PENETRAT10N3 <br /> �IP.GKS ��J � +,� 3FWl COMPL'Y WITH IRC R517.3 O � � O <br /> � 24 0.�. �+ l� 1-HR. WALL Ca_a_ GABLE END TRUSS_ � � 0 � � <br /> 6 l� � � O � <br /> G I RDER TRUSS \ DS FOR 81DE 8ETBACK LES.S THAN S-0' NT8 N <br /> � PRE. M��. TRU SES � 24" O.G. � � `\ � � <br /> ROOF FRAM I NC� NOTES � >` <br /> GUT RAFTER TAILS TO MATGH 2X4 �r *0 � � � � <br /> TRUSSES � �� � � � \ � <br /> GONNEGTORS SI-IALL BE ENC�INEERED - - - - - - � � 'n <br /> BY TRUSS MANUFAGTURER � H I PMASTER � �� � <br /> ROOF PITGI-I SI-IALL BE �7:I2 r'� n/ r � <br /> TYPIGAL UNLESS NOTED OTI-IERI^115E � « " Z <br /> a+6 a+6 W � O <br /> ROOF OVERI-IANG SI-IALL BE 12" U.N.O. <br /> �"\� ��� Q � <br /> 2x6 OVERFRAMING HIP � <br /> ,JAGKS � <br /> Ds • � 2�1-" O.G. <br /> BEARING BELOW dQtP�: OG-2�-I� <br /> permlt: <br /> Q DS DOYJNSPOUT <br /> revfslons: <br /> TRUSS NOTE HIP <br /> JAGKS <br /> ALL Tf�USSES SI--IALL �,���: � 24" o.G. drawn b MWJ <br /> I. STRESS ANALYSIS AND DRAWINGS / GI'1 .P�G�GP��•I�l�. : <br /> DETAILS STAMPED BY A STATE <br /> REGISTERED ENGINEER. <br /> 2. MANUFAGTURER'S STAMP ON PRE- <br /> �H��T <br /> MANUFAGTURED TRUSSES. <br /> �. BRAGED TO MANUFAGTURER'S <br /> SPEGIFIGATIONS. � � <br /> 4. STRESS ANALYSIS AND DETAILS <br /> SI-IALL BE SUBMITTED TO BUILDING <br /> DEPT. FOR APPROVAL AND SFIALL O� <br /> BE KEPT ON SITE FOR FRAMING <br /> INSPEGTION. � � <br /> �. TRUSSES WILL NOT BE FIELD ALTERED <br /> WITI-IOUT PRIOR BUILDING DEPARTMENT <br /> APPROVAL OR ENGINEERINC� <br /> GALGULATI ONS. <br /> 6. ALL TRUSSES SI-IALL I-IA�/E SIMPSON <br /> FI-I GLIPS AT ENDS. <br /> ROOF \/ENTINC� GALGULATION-PER 20I2 I RG R806.2 <br /> 128F� SQFT /�RE/� =4.2G SQFT REQU I RED <br /> �00 ' <br /> (4.2G) X (SO%)= 2.I S -��-QFT M I N. REQU I RED /�T E/�\/E-��- <br /> TYPIG/�L TRUSS BLOGK H/�S (4) 2 � SGREENED HOLES <br /> PRO\/I D I NC� F�.28 SQ. I N. (.044 SQFT) PER BLOGK. <br /> �PPROXIMf�TELY (4�1) �/ENTED BLOGKS= 2.IF� SQFT PRO�/IDED <br /> (4.2cf) X (SO%)= 2.15 ��-QFT MIN. REQUIRED V�IITHIN �' OF THE RIDC�E <br /> /�FSO ROOF J/�GK \/ENTS= .�4 SQFT E/�GI-I \/ENT /� �I OI /� � I <br /> PRO�/IDE (-7) f�F50 �/ENTS= 2.�8 SQFT PRO�/IDED �OO� ���1� I I �G I- L�ll �l <br /> TOT/�L \/ENT /�RE/� PRO\/IDED= 4.5� SQ FT SEE GENERAL NOTES SGALE: I/4" = I'-O" <br />