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<br /> Written dimension5 on thl5 drawing shall have precedence over
<br /> sc.Ealed dimenslons. Gontactor shall verify all dlmenstons,
<br /> �ondltions, et�., pertatntng to the work before proceeding.
<br /> The Owner mvst be notffled of any vartations from the
<br /> dimenslon5 and/or condltions shawn on these dre+��ings. Any
<br /> s�ch varlatlon shall be resolved by the Owner prior to
<br /> ' roc.eeding �+ith the work, or the Gontractor shall QGGBpt
<br /> ��II responsibllity for the cost to rectify same. - } , - -.
<br /> � �as,n;.,+�€`P A` i���:a3 �.�s?;t.ae.zya.x�.,.,
<br /> ��'�
<br /> ���� �+ae.b �-a.^�� �+e
<br /> e�e"�; ��g". i S�9Fi���' �"�'^*".,�
<br /> ZX6 RAFTERS �. �;�
<br /> AT FIREPLAGE �,�"��� 1'f'„is",�A : `
<br /> ��������. �� ��
<br /> BUMPOUT-NO � � ,"'.�'�,'�a
<br /> O\/ERHANG �,� �' �f�°?�,�:�,�i�; j�ti3�`r..`
<br /> W I TH NO ti,;}�;; ,t� j s fr,`W� ���x�
<br /> GUTTER AND NO � .�, ,Y:.��;
<br /> ROOF \/ENTS �'�
<br /> _......__ i I
<br /> I
<br /> __-1 I - - �
<br /> DS � _ i DS
<br /> _� r _ _
<br /> -__ .
<br /> �
<br /> .
<br /> AF50 � � �
<br /> ROOF
<br /> VENT r'l
<br /> W
<br /> ❑4" AUST �
<br /> R � � �
<br /> A F50 � � (
<br /> � Q oF � i . /� `..,.,� � �
<br /> v NT � �/
<br /> ' s ' •
<br /> N
<br /> �Z O 1 i 11 { � � x L � .
<br /> PRE. 1' C�. T ����{ Z4 O.G. V� r� � �
<br /> -� �SEE PLAN � 1. ;ROOFING PER PLAN ON#15 WATERPROOF � � `t
<br /> BUILDING PAPER ON �/a"OSB STRUCTURAL 1 ' �
<br /> � � ` °� mcmn �
<br /> 6 RATED SHEATHING � t � m ROOF - _ J
<br /> 2. APPROVED TRUSSES (Q$24"O.C.OR � ; � 4� �/ENT ' � /� � � �
<br /> W
<br /> R A F T E R S A N D C E I L I N G J O I S T S P E R B U I L D � -�' '`-i �
<br /> SECTIONS AND ROOF FRAMING PLAN. I � ,L�
<br /> 3. 26 GA. PRE-PAINTED M,ETAL GUTTE�RS. ; : ��
<br /> � 4. %2"GWB FINISH ON INTERIOR WALLS AND 6/e" " -- -- - �
<br /> -� SEE PLAN GWB ON THE CEILING � � L � �y�v-_�
<br /> �i � ' 5. 6X8 OR 4X10 DF#2 HEADERS U.N.O. � �
<br /> � 6. SCREED BLOCKING(TYP). R-38 ATTIC , (
<br /> °0 � W� INSULATION. PROVIDE WIND BAFFLES AT `
<br /> AP50 �
<br /> � � VENTS WITH LOOSE FILL INSULATION. � vooF
<br /> 6 : 12 _ __-� L
<br /> =J 7. �R-49 BATT INSULATION AT SLOPING -
<br /> _...... _.
<br /> - CEILINGS. INSURE 1"CONTINUOUS AIR T Y P I G A L 4„ Ex+,,�,sT
<br /> SPAEE�OVER BATTS,VENT FAVES,AND NO ED �R.4�K �
<br /> RIDGES. 2�„X�6�1 +. �
<br /> SCISSOR TRUSS DE'TAIL � � ���� � � �
<br /> sca.e,r��=,�� �,����� ; t� �
<br /> I � � ��� � ,�� � � �
<br /> Q FURN FLU � ,�r' �(�
<br /> _� ' �/ENT
<br /> � (!,/ / i
<br /> � �
<br /> AF50 " �- �[�"�
<br /> ❑ �oF FURN i �,�y �-- 1
<br /> #
<br /> � 12 [ •� ����
<br /> ' - ` � � �-� � r� �--,-,,
<br /> SEE PLAN �. ROOFING PER PLAN ON#15 WATERPROOF ; ; � �� ��
<br /> BUILDING PAPER ON�/e"OSB STRUCTUAL 1 I `
<br /> � ' ���j�C 9 RATED SHEATHING """"' tf� �-1�
<br /> � � �PI-���
<br /> �
<br /> h, 2. APPROVED TRUSSES�24"O.C.OR RAFTERS l..-I BELOVy � � �
<br /> �� AND CEILING JOISTS PER BUILD SECTIONS AND
<br /> � ROOF FRAMING PLAN. NP' � �
<br /> .. 3. 2 6 G A. P R E-:P A I N T E D M�T A L G U T T E R S O N 4 X 8
<br /> . P.P SPRUCE FASCIA. - � ROOF
<br /> AF50
<br /> VENT ❑ ROOF
<br /> 4. �2"GWB FINISH ON INTERIOR WALLS AND 5/8" `�NT
<br /> � GWB ON THE CEILING -- R
<br /> 5. 6X8 OR 4X10 DF#2 HEADERS U.N.O. `8` °`'�'
<br /> SE�F�LAN 6. BLOCKING(TYP). R-49 ATTIC INSULATION. r� �
<br /> � � � 7. R-49 �ATT INSULATION AT CEILINGS. INSURE 1" � � C�I � � T SS � � � � ��
<br /> CONTINUOUS AIR S�ACE OVER BATTS,VENT //- - - - � i ' ��
<br /> EAVES,AND RIDGES. '
<br /> TYP/ 1-H R. RATE D EAVE DTL. 8. AF-50 VENT �„P , ! ; ; �
<br /> 9. LENGTH F'20M EXTERIOR WALL FORAF�O .J A G K S (X i ' � �
<br /> CHART. 7 BIRD BLOCKS EQUALS ONE AF-50. Q II� '�� �
<br /> P�ACEMENT FOR SOLID BIRD BLOCKS,SEE � z4 O.G. U.J „� �,
<br /> j� � � ❑ �XNAU6T
<br /> OF �
<br /> l
<br /> X DISTANCE �`� ��R�j��a ��~�' �'�GK ,�� i
<br /> V t�� ' � � ��
<br /> = 5/12 5'-3" `� �"� �
<br /> � _ DS r _ _ Q �`�t
<br /> 1 4 � �
<br /> s
<br /> � 6��2 4�-s� ! �
<br /> __ .
<br /> �- 7/12 4'-3" -- � _ � DS � �
<br /> O ❑ �.�so ' --.'-_-. -" --- I �
<br /> �
<br /> ���F _ _ r �(�`
<br /> �/ENT i -�._, �� f ' �
<br /> � 8�12 3�-7° ..�_ - � -~ -- � , .�.�, Q �-�
<br /> c� - ' � � � t�
<br /> __ _ � � ,
<br /> �,-� � ✓' HEEL TRUSS � Ct} �}!
<br /> -� TH I S AREA �
<br /> ��,..,`.� �,�� � Z 4" O.G. � �
<br /> (2}10d TOENAIL OUTLOOI�R ` ,
<br /> � � �
<br /> �--EDGE NAlL1NG �
<br /> THRU TRU33(OUTLOOI�R �
<br /> -�- C�IR1�� T'RUS �
<br /> EXTENDING MORE THAN 12' 2X4 OUTLOOKER 12'OR LE33 �- '`-- _ - � � U
<br /> FROM EXT.WALL-USE A34 MIN.) ��FROM EXTERIOR WALL�48•O.C. 4� �
<br /> _
<br /> (�iIORE THAN 12'F�20M ERfOR
<br /> WALL�24'O,C.)
<br /> �
<br /> �
<br /> C T.FASCIA W!{2)10d PlAl1.�S ROOF FRAM I NG NOTES PRE. MFG. TR SES � Z4" t .G. Ds �
<br /> � PE Ct1:3'i'
<br /> � GUT RAFTER TAILS TO MATGH 2x4 DS ROOF
<br /> TRUSSES _..�
<br /> �CE3 CONT.W/10d NAILS - JAGKS ate: OZ-ZB- 4
<br /> ■ BY TR S�MANUFAGTURERNGINEERED � 24'� o.G. r�ev s ions:
<br /> 8 O.C.STAGGERED EA.�
<br /> 7 SEE PIAN ROOF F'ITGH SHALL BE 6: I2
<br /> TYF'IGAL UNLESS NOTED OTHERV�IISE
<br /> ROOF O�/ERHANC� SHALL BE 12" u.N.o. dreavvn �"'rl�: MW_J
<br /> --..______--
<br /> 16d�6'�.C. TIE TRU33 INTO
<br /> 2XCONTINUOUSMEMBER �����'� �y
<br /> 5J8' TYP�X GYP3UM�CEILI�IG
<br /> EDGE PER 3HEAR WALL 2x6 O�/ERFRAMI NG �H��T
<br /> SCIiEDU
<br /> 5J8'TYPE-X GYP.WALLBUARD �������.,W�.��� ���.���� ���-c>w �
<br /> Q DS DOl^INSF'OUT
<br /> GA FILE#WP 8105 GA FILE#WP 8105 ��
<br /> - �'LAYER 5J8'TYPE X GYP. : 'jLAYER 48'-WIDE 5J8'TYPE-X GYP. TRUSS NO TE /� ���M�
<br /> �" D""7eCPPL'IEDpARALLELOR�RIGHT APPLIEDPARNIFLT02X11VOOD ROOF r/ENTING GALGULATION-PER ZOIZ IRG R806.Z
<br /> ANGl�3 TO 3TUD3`WITH�d�OATE�NAIL3, .�UD$WT1�/4•GALV. ROOFING WULS�4'O.C.� ALL TfzU55E5 SHALL FtA�/E:
<br /> 1_7/8'LON�,0.0915'SHANIC�1/4'H�ADS, VERTICAL JO1NT8 i4ND T O.C.�INTERMEDILATE 3TUD3 I. STRESS ANALYSIS AND DRAY'JINC�S /
<br /> T O.C.(LOAD BEARlNG) -� AND TOPAND BOTTOM PLATE3. JOINT80F GYP.3�RHG. DETAILS STAMF'ED BY A STATE I ZgF� SQFT �R�� -4.ZG SQFT R�QU I R�D
<br /> MAY BE LEFT IjNTREATE6 EXTERIORCLADDINGTO BE REGISTERED ENGINEER. �OO
<br /> ATTACHED THROItGH 3H�ATHING TO 3TUD3. 2, MANUFAGTURER'S STAMF' ON F'RE-
<br /> MANUFAGTURED -rrzusses. (4.z�i) X (50%)= z.14 SQFT MIN. R�G2UIR�D �T ����5
<br /> IV�bPENINGORPENETRATION3AREALLOWED 3. BRAGED To MANUFAGTURER�s TYPIG�L TRUSS BLOGK H�S (4) Z C{7 SGR��N�D HOL�S
<br /> WHEN PROPERTYOFF3ETISLE33TrU1N3'-0'. s�eciFicP,TioNs. PRO�/IDIN� F�.zg SQ. IN. (.044 SQFT) P�R BLOGK.
<br /> IF OFF3ET 13 LE33 THAN 5'-0',OPEING83FIALL 4. STRESS ANALYSIS AND DETAILS �PPROX I M�T�LY (4�i) �/�NT�D BLOGKS= Z.I F� SQFT PRO�/I D�D
<br /> COMPLT WITH IRC R302.1 AND PENETRATI�N3 SHALL BE SUBMITTED TO BUILDING
<br /> SHALLZ`iOMPLY WITH IRC RS'I7.3 DEF'T. FOR AF'F'RO�/AL AND SHALL
<br /> - BE KEF'T ON SITE FOR FRAMING (4.z�i) X ��JO%�= Z.I�I- SQFT MIN. R�QUIR�D Y`IITHIN �� OF TH� RID��
<br /> 1-HR WALL a� GABLE END TRUSS INSF'EGTION.
<br /> ■ 5. TRUSSES 1�11LL NOT BE FIELD ALTERED �FSO ROOF J�GK �/�NTS= .�4 SQFT ��GH �/�NT
<br /> WITHOUT F'RIOR BUILDING DEF'ARTMENT P�O�ID� �-I� �F�JO ��NTS= Z.�g SQFT PRO�/ID�D
<br /> FOR31DE3pTBACKLE3STrWN5'-O' NT$ AF'F'RO�/AL OR ENGINEERING
<br /> L----- - _ _
<br /> GALGULATIONS. p � I p I � I
<br /> 6. ALL TRUSSES SHALL HA�/E SIMF'SON TOT�L �/�NT �R�� PRO�/I D�D= 4.54 SQ FT I�O O� � ��� I I �1� I- i�� I �1
<br /> H-1 GLIF'S AT ENDS.
<br /> SEE GENERAL NOTES SGALE: I/4" = I'-O"
<br />
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