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<br /> ENGINEERED ROOF SCHEDULE � cn i i i , i Q � � ao
<br /> 2X RAFfERS PER o ? � � � � � � W �' N
<br /> TRUSSES W/ H-1 EA END PLAN W/ H-1 EA END � Z i i �'4-1�i i q� � (I� ti
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<br /> W/ 8d06"OCTO W/ SdOG'OCTO i „ � � �e � � u.I �� � �
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<br /> (2) 16d EACH STUD . � � � 0 MIDPOINT OF� � ��
<br /> OR BLK'G BTWN RFf � � ��'�' � i i RUN BTWN STR�N�ERS
<br /> GWB GWB W/ SW EDGE NAILING ' � � � � ' ' S
<br /> EXfERIOR OSB EXTERIOR OSB TO ROOF PLYWOOD ,�;� � � � � �
<br /> PER SHEARWALL SCHED _____ 1,`,�' _ ��3�.i i i i i i
<br /> PER SHEARWALL SCHED ___11__________11______
<br /> FRAMING PER PLAN FRAMING PER PLAN (3) 2x12 DF#2
<br /> 2x4 THRUST STRINGERS W/
<br /> BLK'G W/ 2x 5' -------E,q SIDE � M.
<br /> (2) 16d E.E. W� (2) 16d O 6"OC Q�.�' Cq
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<br /> � NOTES: 1. STEPS AND TREADS SHALL NOT VARY MORE THAN 3/8 a ( � Z
<br /> UPPER WALL TO PARALLEL 2. MINIMUM STAIR WIDTH IS 36"
<br /> TYPICAL STAIR CONSTRUCTION �� � G�
<br /> TYPICAL EAVE DETAIL AT TRUSS TYPICAL EAVE DETAIL AT RAFTER 2 LOWER ROOF CONNECTION S�: N_1,_� 3 S�: �4=,,-� 4 ��ONq� E� ¢,����
<br /> SCALE: �4=1'-0� � SCALE: /4=1'-0" �4
<br /> Dff�ES 3-01-�
<br /> z SIDING
<br /> PER ELEV �WB
<br /> T&G PLYWOOD 2x BI�CG �
<br /> T&G PLYWOOD PER STRUCT NOTES WOOD SHTG T&G PLYWOOD �
<br /> 2x BLOCKING PER STRUCT NOTES PER SW SCHED V
<br /> 2x BLOCKING / PER STRUCT NOTES � � d-
<br /> 2x FLOOR STS P R W SCHED ONN FLR JOISTS PER PLAN � � � Q
<br /> '� � 2x4 S O 1G'OC UNO �'X�X3� • � 't!? � �
<br /> b 3 ' SQUARE �ASHERS, �
<br /> FLR J01 'b � US x3'x / � � N �
<br /> BEAM PER 1P1EPR PLAN, � � ARE WAS��RS, TYP � �� >
<br /> p�� Np PT 2x4 SILL PLATE 2X PT SILL PLATE •— Q Q
<br /> .i. �2) #4 � � � ?
<br /> �4 2x4's � 16°OC, TYP UNO Z , , CONT Z �� �2� #4 BAR •— -�
<br /> � GUSSET W •i• � � FlN GRADE i � " ' � � FIN GRADE ii � � ..
<br /> � � /2�x10"AB O 4-0"OC � CONT
<br /> ? � 2) 16d � � SEE FDN PLAN FOR ,�� AND 17' FROM ENDS, ����T� � N ,_ � p N �
<br /> � —�I TYP, UNO � / 0x1d'AB • 4 d'OC -f-�
<br /> � b � 4x6 AT � FOOTING SIZES AT '�I I I,
<br /> � � 4x4 4x6 POSTS BEAM SPLICE � � CONCENTRATED LOADS 4'0 TIGHTLINE -1 I I, A 12" FROM ENDS, •— � �
<br /> STORM DRAIN a- TYP, UNO U I � �
<br /> �,, UN PT 2x4 FROM ABOVE z �4 BAR AT 10�'OC HORIZ z � Q
<br /> � CK o POSITNE S�LL yy� � � DRAIN AT UPHILL � #4 BAR @ 1�'OC VERT � � N �4 BAR AT 10rOC HORIZ — � w
<br /> M I L B L A C O N N M I L B L A C K V.B. � '� � �
<br /> V.B.
<br /> 0.1 7 2"0x 3" � i SIDE OF FDN W/ 6" F T G H O O K i �i 4� P E R F �
<br /> o �g� i � FTG DRAIN �4 BAR 0 16'OC VERT �
<br /> -- —� -)I • 1=��� O 16'OC �O � �I I . . �_���� � � (VERIFY) . -6 MIL BLACK V.B. M t�i (n
<br /> END TO T/FDN WALL � � `•o � '�� ' 6 MIL BLACK V.B.
<br /> � �I I� � � ��.° ,o��:. . ���j���j EXTEND TO T/FDN WALL Z
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<br /> 30# FELT I I�—I��—���— —���—���— �- .•�O a.o O .'. � .O a°O.. ..
<br /> CONCRETE PAD 30# FELT FIRM
<br /> PER PLANS BEARI FOOTING P PIAN �-���I I� 1 I 1-1 I •,,����I I I��� ������—�I I (2) �4 S CONT 'I; I I,;.�=I I I.;,����I ,I I I�� � i��- 2) �4 BARS CONT W
<br /> . ICAL �
<br /> PO SPLI ��` FlRM BEARING ���� FlRM BFARING �
<br /> 1'-4" a
<br /> FfG PER PLAN FTG PER PLAN
<br /> MIN.
<br /> INT IOR POST BEAM FOUNDATION INT OR PONY WALL DETAIL INT IOR STEM WALL DETAIL TYPICAL 8" FOUNDATION 8
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<br /> MSTC52 STRAP � �
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<br /> TYPE 'X' GWB
<br /> GWB AT ALL WARM WALLS, PLYWOOD •• � 0
<br /> CLG dc STRUCTURE PER SW SCHED T&G PLYWOOD
<br /> 2x PT SILL PL
<br /> UNO- SEE SW SCHED PER STRUCT NOTES
<br /> PLYWOOD SHTG RIM JOIST W SHEARWALL PER PLAN SHEARWALL PER PLAN �
<br /> T&G RIM JOIST W/ CONN �WB PER SW SCHED CONN PER � FLR JOISTS PER PLAN TIGHT-FlT SOIJD BLOCKING 11GHT-FIT SOLJD BLOCKING F �
<br /> PLYWOOD PER SW SCHED SCHED c�
<br /> � PER STR FRAMING �/"X�p"qg e 4'-Or'OC BOUNDARY NAILS PER PLAN BOUNDAR'Y NAILS PER PLAN z
<br /> NOTES USE �'x�'x3/�g PER PLAN � 17' FROM ENDS • z �D14 STRAP
<br /> SQUARE WASHERS� NP . TYP, UNO � � OVERLAP MSTC o
<br /> 4 C O N C S L A B ROOF SHEATHING PER PLAN ROOF SHEATHING PER PLAN
<br /> W 6x6 WWF 3 • ,b�, AS REQ'D 2x6 STUDS O 1 6"OC / /
<br /> (2) #4 BARS CONT, T&B ON 4" GRAVEL qUARE WASHERS, TYP � '� USE 3"x�x3 "
<br /> � � P-r 2Xs si� Pu�rE svua�E w i��s, nr�
<br /> 2x PT SILL PLATE DATE/REVISIONS
<br /> „ (2) #4 enR 4/24/08
<br /> FLR JOISTS � ; x x x x x x x x FlNISH GRADE �° � FIN GRADE i� CONT T&B
<br /> PER PLAN � . :.:. �. �. . .. . . . .a.. .. .� °" : � �. � . —
<br /> • �. . :��. .. . . . , .. . . ., :.. ..�..� l
<br /> �<: :. : : . '. ._,.., : , . � � �..�°:. �. . , ,. :� I 1=1 I 1-_ �2) �4 CONT =1 I I;I I I �/"�x10"AB O 4'-0"OC
<br /> � „ ' � ,III,;,III,;,III�IIIII,;II��III„ ,.111- 4"� TIGfiTUNE '1=11 q�p 17' FROM ENDS,
<br /> I2 �8x10�' AB a #4 O 17'OC HORIZ STORM DRAIN =1I II I TYp, UNO ROOF FRAMING PER PLAN TRUSS (MONO) PER PLAN
<br /> NO _�OC� � � 6p 6C�N0 WWF ON/ � Z . g # 2X LEDGER W/ 2X CONTINUOUS
<br /> 4 GRAVEL FlRM BEARING �4 0 16'OC VERT � � �G DERRAIN 4 BAR AT 1�OC HORIZ (2� - 16d EA STUD �
<br /> - 4 BAR O 1G'OC VERT SOL1D BLK G W/
<br /> {2) #4 CONT � 4"� TIGHTLINE �i �i �/ 6" FTG HOOK .
<br /> �4 � 10"OC HORIZ TO STORM DRAIN � (2) - 16d EA STUD
<br /> 6 MIL BLACK V.B. CHKED BY. DRAWN BY:
<br /> �o i��i�� �4 � 1�� � � � � EXTEND TO E/FDN WALL
<br /> � : � � �� RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL amg nT
<br /> .;� �. :. ��i��i��<
<br /> ��,���,� . � , � ; � : � o a:. , �, �,,� 2) #4 e�s cor�
<br /> \/\/\ .. O', O" '��?a p9opo.'.
<br /> — = FTG PER PLAN �� .°6 0.; .
<br /> - — — — — — �
<br /> 'I��,I I 1-1 -I I I,�I I I,_,,I I I,_,,I I I� I��I I - ;____ __ -_ = 4"0 PERF FTG DRAIN '1= =1 I 1=1 I I., I I 1=1 I I I I�_ & OS-228
<br /> � I�„I I I I I I- I I I I,=„I I I,=„I I ��I I I���I ,� ��� �-���-��� ��-��� FlRM BEARING
<br /> FlRM BEARING (2) �4 CONT FTG PER PLAN GRAVEL ���� 1�_4� FTG PER PLAN SHEET N0.
<br /> FlRM BEARING MIN. UPPER WALL TO PERP. �-���';���;-�� ��;�����-�������-
<br /> � TYPICAL 6" FOUNDATION C� GARAGE EXTERIOR PONY WALL DETAIL LOWER ROOF CONNECTION � 12
<br /> FOUNDATION � GARAGE RESIDENCE M_ _ 9 �_ _ � � S�� i4-�,_� � �
<br /> SCALE. /4 -1 0" SCALE: /4 -1 0" SCAI.E: /4=1'-Or
<br />
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