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<br /> TS22 BEND ,
<br /> OHDR & �
<br /> CONT HANDRAIL STRINGER � M
<br /> � �� �� Np
<br /> MIN 1�/2 FlREBLOCKING REQD � N
<br /> SHEATHING AND NAILING i i i i i i ALONG STRINGER � � ti
<br /> PER SHF�4RWALL SCHED � � � � i � � Q �
<br /> � � � i � BETWEEN EA STUD � �
<br /> � � � �
<br /> 2x BLKG W/ S.W. i i i i i i � � � �
<br /> EXfERIOR OSB EXTERIOR OSB i i i i i i � c x ;. �
<br /> EDGE BLOCKING V •� �
<br /> PER STRUCTURAL NOTES ' ' � � � � O � � � '`
<br /> PER STRUCTURAL NOTES i i i i � i .
<br /> � � � � � � �
<br /> ROOF SHEATHING & NAILING i i 10" i i � � (/� •�W M ,
<br /> ENGINEERED ROOF 2X RAFTERS PER PER PLAN & SHEARWALL o Z i i MIN i i i i � w � .
<br /> �j N
<br /> TRUSSES W/ H-1 EA END PLAN W/ H-1 EA END S C H E D U L E � Z i ! �4-1�i I i � � � �
<br /> � i i i � i i � �'
<br /> i i i � � C� � '�
<br /> Z � I I I �'� I I L � �
<br /> VENTED BLOCKING VENTED BLOCKING � � 4• i i ,';'� i i � � � �
<br /> W 8dA6"OCTO � � � ' � �,� � � � � N a�
<br /> PL OOD W 8d 0 �'OC TO �j "� � i i ,��i i i i 5/g TYPE 'X' � .c�
<br /> PLYWOOD `° '� i i �, ��' i i i GWB Q'; (U aMo O
<br /> , . ii ii ,g•
<br /> ii � ii ii
<br /> � ry * ii ��� / ii ii
<br /> ^�� �' 2x4 NAILER � v;�' ' � 2x FlREBLOCKING; •
<br /> (2) 16d EACH STUD � � � � O MIDPOINT OFl � - ;
<br /> GWB GWB W/ SW'EDGgE NAIL G ^ � , '�/�/ i i i i RUN BTWN STR�N�GERS ��
<br /> EXTERIOR OSB EXTERIOR OSB -
<br /> PER SHEARWALL SCHED TO ROOF PLYWOOD �,�;'�� �,;i i i i i i
<br /> PER SHEARWALL SCHED ------ 1 � --�y 1 ----------11----------11------
<br /> FRAMING PER PLAN
<br /> FRAMING PER PLAN
<br /> 2x4 THRUST (3) 2x12 DF�2 .
<br /> BLK'G W/ STRINGERS W/
<br /> (2) 16d E.E. 2x 5" -------EA SIDE � M.
<br /> w/ (2) �sd o s'oc �� �yy
<br /> !i �. ;;;.
<br /> NOTES: 1. STEPS AND TREADS SHALL NOT VARY MORE THAN 3/g 2 ' '~ z .
<br /> UPPER WALL TO PARALLEL 2. MINIMUM STAIR WIDTH IS 36" a ,I ' .
<br /> TYPICAL EAVE DETAIL AT TRUSS TYPICAL EAVE DETAIL AT RAFTER LOWER ROOF CONNECTION 2 TYPICAL STAIR CONSTRUCTION �� � G,� �
<br /> SCALE: /4=1'-0� � SCALE: /4=1'-0" � SCALE: /4=1'-0" `� SCALE: /4=1'-0�' � ���NAL � �(2�,�
<br /> D�FiES 3-01- �9
<br /> SIDING .
<br /> PER ELEV
<br /> T&G PLYWOOD 2x BLKG GWB � .
<br /> T&G PLYWOOD PER STRUCT NOTES
<br /> 2x BLOCKING PER STRUCT NOTES PER SWHSCHED T&G PLYWOOD U �
<br /> 2x BLOCKING PER STRUCT NOTES � � � .
<br /> 2x FLOOR STS P R SCHED ONN FLR JOISTS PER PLAN � �
<br /> . z � � � o
<br /> � � 2x4 S O 1G'OC UNO . •-
<br /> �'x�'x3� �--� u� � 00
<br /> BEAM PER PER PLAN, � � US ARE WAS��RS TYP ��E �ASHERS, � � � � .
<br /> TYP � ' � >
<br /> P�� � PT 2x4 SILL PLATE �2� �4 � 2X PT SILL PLATE � Q Q
<br /> .i.
<br /> �4 'i� 2x4's O 16"OC, TYP UNO z . � CONT Z i i �2� #4 � � ��� �S'
<br /> � GUSSET W� '1' 'Fo � 1 �° � �
<br /> z 2 16d Z '� FlN GRADE � /2 0x10"AB O 4'-0"OC FIN GRADE �� CONT �
<br /> � � �1� AND 12" FROM ENDS, �� �
<br /> �'1 � � �--�
<br /> � b ? 4x6 AT � b SEE FDN PLAN FOR '��=1 I 1=1 TYP UNO ��;I I 1=1 �/"�x10"AB • 4'-0"OC �-..� � N -�--' +
<br /> h' � � 4x4 4x6 POSTS BEAM SPLICE � i 'TI I I, ' • -1 I I, �_ � �
<br /> FOOTING SIZES AT
<br /> in � � CONCENTRATED LOADS 4 96 TIGHTLJNE A� 12� FROM ENDS, ,
<br /> }� UN STORM DRAIN TYP UNO � �'
<br /> POSITNE PT 2x4 FROM ABOVE z �4 BAR AT 10"OC HORIZ � � ' U ( O �
<br /> MIL BLACK ° CONN S�LL W� � � 4"� PERF FTG �
<br /> 8� - � �
<br /> o �.g. 0.172"�x3" MIL BLACK V.B. ,� � DRAIN AT UPHILL #4 BAR O 16"OC VERT � � #4 BAR AT 10"OC HORIZ — � w
<br /> �S� i _� SIDE OF FDN W/ 6' FTG HOOK i i 4"� PERF ��
<br /> -;i . -� ;i�� . . ����� • 16'OC �O � -i�� . , �_ � � (VERI FY) ;,, � FTG DRAIN #4 BAR O 16'OC VERT C .
<br /> -"'� . 6 MIL BLACK V.B. . � �
<br /> � END TO T/FDN WALL ,� � 'o � '� ' 6 MIL BLI�K V.B. �
<br /> 30 FELT ��i-��i-�i I I i��� � +° ' %��/�% r ��� . ��%�����! EXTEND TO T/FDN WALL Q
<br /> # i��-1 I 1—��1= - =1 I 1—�I I— 'I • o... , //��//��/, .,'o .: \ \
<br /> CONCREfE PAD 30# FELT � �
<br /> PER PLANS BEARI 'o°a,°�o .. \ .�o o a.� .' / / Z
<br /> I C A L A M FOOTING P PLAN ' -I I 1-1 I I-I I I,, I I 1=1 I� I =1 I 1= (2) �4 S CONT '�- I 1-�=�-1 I 1=1 �IT� - - 2) �4 BARS CONT F- �
<br /> -I I i= �-i T i-i i i I I I- i � � i�� �-I I I I I- (�
<br /> L Q S,� S P L I ��` Fl R M B E A R I N G GRAVEL � .
<br /> ��_4„ FlRM BEARING O�
<br /> FTG PER PLAN FTG PER PLAN �
<br /> MIN. -
<br /> INT IOR POST BEAM FOUNDATION C INT OR PONY WALL DETAIL INT IOR STEM WALL DETAIL TYPICAL 8" FOUNDATION 8
<br /> SCALE. /4=1'-0�' `� SCALE: /4=1'-0" SGALE: /4=1'-0" SCALE: /4=1'-0" []
<br /> �__I__� ;;;.
<br /> � � �
<br /> � � � '
<br /> MSTC52 STRAP � Q
<br /> FROM SW TO P �—
<br /> TYPE 'X' GWB GWB
<br /> zw
<br /> �B AT ALL WARM WALLS, PLYWOOD T&G PLYWOOD
<br /> CLG dc STRUCTURE PER STRUCT NOTES � �
<br /> 2x PT SILL PL UNO- SEE SW SCHED PER SW SCHED �
<br /> T&G RIM JOIST W/ CONN �WB PER SW SC ED SHEARWALL PER PLAN SHEARWALL PER PLAN �
<br /> RIMI JOIST W -J
<br /> PLYWOOD PER SW SCHED CONN PER � FLR JOISTS PER PLAN TIGHT-FlT SOIJD BLOCKING T1GHT FIT SOLJD BLOCKING F �
<br /> SCHED
<br /> PER STR FRAMING �/"x10"AB O 4'-�'OC BOUNDARY NAILS PER PLAN BOUNDARY NAILS PER PLAN z ''��
<br /> NOTES USE �'x�'x3/ " PER PLAN `+ .
<br /> 1s AN� 17' FROM ENDS
<br /> SQUARE WASHERS, TYP . TYP, UNO '� � �D14 '�� ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN a
<br /> 4 CONC SLAB OVERIAP MSTC / / •
<br /> (2) #4 BARS CONT, T&B W/ s,s WWF �x�X3�t�• b b AS REQ'D 2x6 STUDS 0 16"OC �
<br /> 0
<br /> ON 4 GRAVEL SQUARE WASHERS, TYP �o ^ PT 2x6 SILL PLATE SQUARE WASF��RS, TYP �
<br /> 2x PT Slll PLATE DATE/REVISIONS -
<br /> � � x x �x x x x x . z �� (2) �4 BnR 4 24 08
<br /> pER pLA� j . . . ,,. .. .,, . . FlNISH GRADE �' � FIN GRADE i� CONT T&B / /
<br /> .<:•�.:':•^ :.• . :'•.�i: :•..,'.., � . . ,. �. i: .:.; . ,� . '..'..�•:e. (
<br /> 11=111= (2) �4 CONT =111=111 � M �_
<br /> ��ZN , � p ,III,;,III,;,III��III,:II -III „111- �"-' � II.IIIII � �x10"AB � 4 0�'OC ROOF FRAMING PER PI.AN
<br /> 0 4 x 0"OC�TYP 4 CONC SLAB W � ��- �� #4 0 12"OC HORIZ STORM D�RAII NE _ � N�0�OM ENDS, TRUSS (MONO) PER PLAN
<br /> 2X LEDGER W/ 2X CONTINUOUS
<br /> UNO � 4x6G�1�WWF ON FlRM BEARING � �4 O 16'OC VERT � � 4"� PERF II 8� �4 BAR AT 10"OC HORIZ _
<br /> p FTG DRAIN 4 BAR 0 1�OC VERT (2) 16d EA STUD SOLJD BLK'G W/ '"'.
<br /> �4 0 10"OC HORIZ (2) �4 CONT � 4"0 TIGHTLINE �I° �i W/ G' FTG HOOK �
<br /> \/\\/\ � TO STORM DRAIN "� � 6 MIL BLACK V.B. (2) - l6d EA STUD CHKED BY: DRAWN BY: �
<br /> �o ,/\/\ �4 O 16"OC VERT : , .:o ; �., �� � EXTEND TO E/FDN WALL
<br /> �i���i�� . � . a � : oo: ������i��� RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL amg TLT
<br /> '1=1 I 1=1 -I I 1=1 I 1=1 I 1=1 I I- 1=1 I - �G PER PLAN � ��°�. o.; M �°�� „oo�o a..; ' _ / / ' 2) �4 BARS CONT R & A JOB #: �
<br /> i i��* –�-r—rrr—�i�—i i i i i— ,— - --- - - - - 4 0 PERF FfG DRAIN � - 08-228 ^
<br /> 1=1 I 1-1 I I—I I 1,= 1=1 I 1=1 I —I I 1=1 - 1= ,-1 I 1=I I I,, I I 1=1 I I I I�_FlRM BEARING
<br /> �Ti— i i i—i�i—i �—�Ti �i
<br /> �—���—��� i i_i i i—
<br /> FlRM BEARING (2) �4 CONT
<br /> FTG PER PLAN GRAVEL �R'�`�� FTG PER PLAN � - Y SHEET N0.
<br /> ��-4" �`,1��'�� �`•� �=". .�, . _i , �� •
<br /> FlRM BEARING ���11 jr��,,rC�� �CJ;=? f� �.;��€�����
<br /> MIN. UPPER WALL TO PERP.
<br /> FOUNDATION � GARAGE RESIDENCE TYPICAL 6" FOUNDATION � GARAGE EXTERIOR PONY WALL DETAIL LOWER ROOF CONNECTION e� ,
<br /> SCALE: /4=1'-0' � SCALE: /4=1'-OP � O SCALE: /4=1'-0" � � SCALE: /4=1'-0" � L .
<br />
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