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TS22 BEND .
<br /> � HDR & � M
<br /> � rHANDRAIL STRINGER N � � .
<br /> MIN 1�/2 FlREBLOCKING REQD (�� � N .
<br /> S H E A T H I N G A N D N A I L I N G i i i i i i A L O N G S T R I N G E R � � �
<br /> PER SHEARWALL SCHED � i � i � � �„� Q ti
<br /> � � � � � BETWEEN EA STUD
<br /> � � � � � � ..
<br /> i ii ii N - .
<br /> 2x BLKG W/ S.W. i i i i i i � �� �
<br /> EXTERIOR OSB EXTERIOR OSB � x
<br /> EDGE BLOCKING � � � � ' ' C„� .L �
<br /> PER STRUCTURAL NOTES � ' � � � � O � � �
<br /> PER STRUCTURAL NOTES i � i � � i
<br /> � � � � � � �
<br /> ROOF SHEATHING & NAILING i i 10" i i � � � '� w �
<br /> ENGINEERED ROOF 2X RAFTERS PER PER PLAN & SHEARWALL o c� i i MIN i i i i � ti
<br /> o z �+, W � N
<br /> TRUSSES W/ H-1 EA END PLAN W/ H-1 EA END SCHEDULE � o i i i i � i Q � c!) � •
<br /> � Z ii �4-1Y'�i i � � r' -
<br /> _ � i i i � i i � U � � ,
<br /> � I I I �i i � � �
<br /> Z I I I � � � � � +-� N
<br /> VENTED BLOCKING VENTED BLOCKING � � 4• i i �';'� i i O � N �
<br /> W/ 8dA6"OCTO W/ 8d0 �'OCTO �o � � ii � �'� � � 5 • , � � O� N �
<br /> PLYWOOD PLYWOOD io :� i i '�'� � i i /8 TYPE X � c� .
<br /> � � � ��y > M •�-
<br /> r� ,' '�/ i i i GWB '�i. U oo O - .
<br /> � � i i i i
<br /> ii � ii ii
<br /> . ii �" ii ii
<br /> ��ry "�' 2x4 NAILER i v;�'� i � � i
<br /> , 2x FlREBLOCKII�G,
<br /> OR BLK'BTW RFT ^ '� �,�; � � � MIDPOINT OF� � - �
<br /> GWB �yyg , , , , RUN BTWN STR�N�GERS
<br /> EXfERIOR OSB EXTERIOR OSB W/ SW EDGE NAILING , � i i � � � i �
<br /> TO ROOF PLYWOOD � � � � � � �
<br /> ' ' i i i i �
<br /> PER SHEARWALL SCHED PER SHEARWALL SCHED
<br /> � � fsl I I I I I
<br /> ------ �/�/ --� --� ----------11----------11------ �'�
<br /> FRAMING PER PLAN '
<br /> FRAMING PER PLAN
<br /> 2x4 THRUST (3) 2x12 DF#2 .
<br /> BLK'G W/ STRINGERS W/
<br /> »
<br /> (2) 16d E.E. yy� (2) 16d 8 g*0 SIDE �� M. C9 .
<br /> Q-
<br /> 3 ■ 2 �' � ^
<br /> NOTES: 1. STEPS AND TREADS SHALL NOT VARY MORE THAN /g .z �,-
<br /> UPPER WALL TO PARALLEL 2. MINIMUM STAIR WIDTH IS 36" `t .
<br /> TYPICAL EAVE DETAIL AT TRUSS TYPICAL EAVE DETAIL AT RAFTER LOWER ROOF CONNECTION TYPICAL STAIR CONSTRUCTION �� � �,�
<br /> SCALE: �4=1'-0� � SCALE: �4=1'-0" � SCALE: �4=1'-0" � SCALE: �4=1'-0" � ���NAI � .��966$
<br /> D�FiES 3-01- 0 j
<br /> �
<br /> SIDING '
<br /> PER ELEV GWB "
<br /> T&G PLYWOOD 2x BLKG �
<br /> T&G PLYWOOD PER STRUCT NOTES
<br /> 2x BLOCKING PER STRUCT NOTES PER SW SCHED
<br /> WOOD SHTG T&G PLYWOOD �
<br /> 2x BLOCKING PER STRUCT NOTES � �'j � +�
<br /> 2x FLOOR STS RIM JOIST W/ CONN fLR JOISTS PER PLAN � Q
<br /> PER SW SCHED
<br /> � � 2x4 S � 1 G'OC UNO � � � N
<br /> �'x�'x 3/1�" —}—� '� � QD
<br /> BEAM PE PER PLAN, b � US ARE WASH�RS TYP ��E WASHERS, '
<br /> R � � � N � 07
<br /> , � >
<br /> P�� � PT 2x4 SILL PLATE (2) #4 BAR 2X PT SILL PLATE � Q Q •
<br /> .i.
<br /> USSET W •1• 2x4's � 16"OC, TYP UNO ,� Z , , CONT , � Z i � � �j ,
<br /> z z � FlN GRADE � II �2� #4 � �
<br /> � � �/2 �x10rAB O 4-0"OC � FIN GRADE �� CONT � � �
<br /> � �1T AND 12" FROM ENDS, �l � N �
<br /> � �
<br /> � � 2 16d � � SEE FDN PLAN FOR �=T(_ ��=1 I 1=1 _ N
<br /> ,� b � 4x6 AT � b FOOTING SIZES AT '-1 I I, 1�, UNO � �_��� / �x10"AB O 4 0"OC � � +'
<br /> � cO �, UN 4x6 POSTS BEAM SPLICE � � CONCENTRATED LOADS STO MGDRA N A� 12' FROM ENDS, •— L� � �
<br /> '-' POSITIVE PT 2x4 FROM ABOVE z #4 BAR AT 10r'OC HORIZ z g' TYP, UNO U I � f
<br /> MIL BLACK ° CONN S�LL W� � � 4"� PERF FfG g �
<br /> V.B. 0.172"4lx3" MIL BLACK V.B. � �, DRAIN AT UPHILL #4 BAR O 16"OC VERT � � M #4 BAR AT 10"OC HORIZ � � w
<br /> ° �S� i ,� S I D E O F F D N W/ 6" F�G H O O K
<br /> 4� PERF
<br /> � � (VERIFY) K, r- FTG DRAIN #4 BAR O 16'OC VERT � �
<br /> - _ -,i�� . . ����� • 16'OC �O � -i�� , , ����� 6 MIL BLACK V.B. . •—
<br /> � � — END TO T/FDN WALL ,� • : //��/ � 6 MIL BLACK V.B. � �
<br /> 30# FELT � � ��i—1�i—�i I �i�� ,� ' °. //��j�j � o ..
<br /> ���— i i—�i�_ � =1 i i—�i�— �� o.:. , /��//��� ,o��; . ������' EXTEND TO T/FDN WALL ¢
<br /> CONCRETE PAD 30# FELT � �
<br /> PER PLANS FIRM �°n°°° .' � �°.°.°.'. / / Z
<br /> ICAL BEARI FOOTING P PLAN ' —I I I-1=1TI., I 11=T I I I =1 I 1= (2) #4 S CONT I— I 1-1 I I-�,=1 I(=1 l I� - 2) #4 BARS CONT V �
<br /> �—��� �—ii lii—
<br /> ,,.
<br /> -I�i—��. �—�ii iii III— �— W . .
<br /> �T SPLI �� 1 -4 FlRM BEARING G��L FlRM BEARING � � �
<br /> , ■
<br /> FfG PER PLAN FfG PER PLAN a
<br /> MIN.
<br /> INT IOR POST BEAM FOUNDATION C INT OR PONY WALL DETAIL INT IOR STEM WALL DETAIL TYPICAL 8" FOUNDATION �
<br /> SCALE: /4=1'-0' `� SCALE: /4=1'-0" SCALE: /4=1'-0" SCALE: /4=1'-0" � Q
<br /> W .
<br /> � �
<br /> � � -
<br /> �ISTC52 STRAP � Q .
<br /> FROM SW TO P .
<br /> TYPE 'X' GWB GWB �
<br /> zw
<br /> �B AT ALL WARM WALLS, PLYWOOD T&G PLYWOOD Q
<br /> CLG dc STRUCTURE
<br /> 2x PT SILL PL UNO- SEE SW SCHED PER SW SCHED PER STRUCT NOTES ,
<br /> PLYWOOD SHTG SHEARWALL PER PLAN SHEARWALL PER PLAN �
<br /> T&G RIM JOIST W/ CONN �WB PER SW SCHED RIM JOIST W� FLR JOISTS PER PLAN � � •
<br /> PLYWOOD PER SW SCHED CONN PER TIGHT-FlT SOIJD BLOCKING T1GHT-FIT SOLID BLOCKING F �
<br /> PER STR FRAMING � p , SCHED � .
<br /> NOTES USE �'x�'x 3/�g PER PLAN ,j2pX 12" FROM E DS C .
<br /> BOUNDARY NAILS PER PLAN BOUNDARY NAILS PER PLAN z
<br /> SQUARE WASHERS, TYP 4" CONC SLAB 1YF', UNO '� � p y ER�j_qp�� ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN a
<br /> (2) #4 BARS CONT, T&B W/ 6�x6 WWF �x�x3/ • ,b� AS REQ'D 2x6 STUDS 0 1C'"OC / / �
<br /> 0
<br /> ON 4 GRAVEL SQUARE �ASHERS, lYP �c � PT 2x6 SILL PLATE SQUARE WASF��RS, TYP '
<br /> 2x PT SILL PLATE DATE/REVISIONS
<br /> � ' �—x x x x x x x • z �� (2) #4 BAR
<br /> ER PLIAI�V 1 :.:. . .. : . . •a.� . .. .,, . . . . FlNISH GRADE �° � FIN GRADE i� CONT T&B 4�24�OS
<br /> �a: �..: ' .'.� . :��. �z, : �_.... : : ..:..: . t ..`'`.. ' . :",..._.:e. 4 ..
<br /> � "m x 10" �s , ,_, ,_, _I_I—,= - I I- I, I 1=1 I 1-_- (2) #4 CONT =1 I I;I I I �/"�x10"� 0 4'-0"OC
<br /> I I I—I I I—I I I—I I I—I I —I I I ,.I I 1- 4"� TIGI-ITUNE 'I—I I qI�D 12" FROM ENDS,
<br /> OZ4'-0"OC, TYP g, 4" CONC SLAB W/ � �„ #4 0 12'OC HORIZ STORM DRAIN =����� TYP, UNO ROOF FRAMING PER PLAN TRUSS (MONO) PER PLAN
<br /> UNO 6x6 �10 WWF ON z .
<br /> 2X LEDGER W/ _.
<br /> 4" GRAVEL FlRM BEARING #4 0 16'OC VERT � � 4 0 PERF 8" —#4 BAR AT 10"OC HORIZ 2X CONTINUOUS .
<br /> FTG DRAIN (2) - 16d EA STUD
<br /> � � #4 BAR 0 15'OC VERT SOIJD BLK'G W/ �
<br /> �4 � 10"OC HORIZ (2) �4 CONT 4"� TIGHTLINE i _i W/ 6" FTG HOOK ,
<br /> TO STORM DRAIN � r 6 MIL BLACK V.B. (2) - 16d EA STUD
<br /> �o j\�j\� #'4 O 16"OC VERT a� ::� ' : ��; �y. �� � EXTEND TO E/FDN WALL CHKED BY: DRAWN BY:
<br /> �i���i\� • � , . P o,.. � ° oa. . ���������� RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL amg TLT .
<br /> 2) �4 BARS CONT
<br /> � ���—�� �� ��� ���—��� i�— FTG PER PLAN �_- - - - - -o —�- :°°°�n���°��.: — / / ' ^
<br /> I—I I 1=1 —I I 1=1I I—I I I—I I I— 1=1I - - - - - - 4"� PERF FTG DRAIN �— — — R & A JOB :
<br /> — — — — #
<br /> � li�,l l 1-111=111- 1,--,111,=„I I i il l li i il - li—,— ,-111—111,,,111,--,I I ,,, I I �il i il�_FlRM BEARING 08-228
<br /> FlRM BEARING (2) �4 CONT
<br /> FTG PER PLAN GRAVEL GRAVEL
<br /> FTG PER PLAN SHEET N0. �
<br /> FlRM BEARING ��_4M -V. '
<br /> �`i!8��`' �:���w �,'�'��,i<, `j��
<br /> MIN. UPPER WALL TO PERP. ��E��i����� rr.�� ����,;'���� ,
<br /> FOUNDATION � GARAGE RESIDENCE TYPICAL fi" FOUNDATION (� GARAGE EXTERIOR PONY WALL DETAIL LOWER ROOF CONNECTION � � ,
<br /> SCALE: /4=1'-0" � SCALE: /4=1'-0�' � 0 SCALE: /4=1'-d' � � SCALE: /4=1'-0" � � .
<br />
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