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HomeMy WebLinkAboutFoundation Plan 23/4" PLYWOOD SHEATH 1 1 /2" GYPGRE� 100'-3 3/4" 100'-2 1 / � � , � 7ie° i-�oi • M : PER PLP�N °�. a� �� u a� .p , � �e u �. � �< M°' �5 BAR 60 GRADE °� AT 12" O.G. EAGH WAY . � a 1 /2" EXPAN510N JOI �a 4„ �,� 4„ 5" GONGRETE 5LA 2" RIGID FOAM � � �• INSULATION •� N 90'-O" a � $ , • � v� � °. . 90�_ � 6 MIL POLY � � � ��_ �o� a� N VAPOR BARRIER „���� - " ��C � N 6" OF 3/4" � GRUSHED ROGK 1'_4° � �- �4 DOWELS � 12' O. . - ALTERNATE BENDS � Foundation Walis SCALE:1/2" = 1'-0" 4" GONGRETE 5LA6 W/—� �4 BAR AT 16" O.G. EAGH WAY SLOPE SLAB T.O. GYPGRETE 1/4" PER FOOT 100'-3 3/4" _ � �` _° � b" OF 3/4=-/ GRUSHED ROGK �4 BAR 40 GRADE— AT 24" O.G. EAGH WAY q„ �. � �° �r 4" 4" � A .�.° -� M ° N . � �;� � � � - o0 ry N �t'-4" � �.___- �4 DOWELS � 24" O. . - ALTERNATE BENDS � Foundation Walls SCALE:1/2" = 1'-0" � � �� a� 1 1 7/8" FLOOR ° FRftMING 3" � 4 a .� 1 1/2" X 8" 51LL PLATE ON 51LL SEAL W/5/8" DIA. X 10" GALVANIZED ANGHOR 60LT5 AT 36" O.G. T.O. WALL 9 9'-0° GRADE (2) �5 BAR GONT. TdB in v- (2) �5 BARS GONTINUOUS 8 9'- 7 �� 0 GONTINUOUS PERIMETER FOUNDATION DRP�IN W/ � 1 GUBIG FOOT OF 3/4" WASHED ROGK PER LINEAR FDOT W/ 20 MIL PVG LINER AND MIRIFI FABRIG 2'-O" ������ �4 DOWEL�� M AT 24" O.G. � o (2)#5BARTdB p ry 9 9'- 9" � aNTi-51PHON � EDGE BRIGK �- VENEER �-GRADE �-L4x4x 1 /4 STEEL ANGLE � O a � 4" � m �`I � � 1/4" STEEL PLA.TE ANGLE W/ � 5/8" DIA. EPDXY BOLTS � INTO FNDN. AND 5/8" DIF.. ° LAG SGREWS INTO WOOD ° B�aM I � , (3) 1 1 �/8" LVL DROPPE '� � a a TRE�TED 2X PLAT ° (2) 5/8" DIP.. EPDXY a ANGHORS W/ 4" EMBED ° � a a 10 S1. Beam Pocket SCALE:11/2" = 1'-0" (2) �5 BARS GONTINUOUS 9 5'-� GONTINUOUS PERIMETER FOUNDATION DRAIN W/ � 1 GUBIG FOOT OF 3/4" WASHED ROGK PER LINEAR FOOT W/ 20 MIL PVG LINER AND MIRIFI FABRIG .. . 9 8'-O" 3/4" PLYWOOD SHEATHIN 1 1 /2" GYPGRE 100'-3 3/4" _ 100'-2 1 / ' ' �� 1 1 7/8" I-JOI � PER PLAN � �a �. � r , �. :� .� � �' � �5 BAR 60 GRADE •�' AT 12" O.G. EAGH WAY .� 1 /2" EXPAN510N JOI � 4" ' 4" 5" GONGRETE 5LA 2" RIGID FOAM � � ' INSULATION � r 90'-0" � 1 � .. . ' 6 MIL POLY � � � � � VAPOR BARRIER � `r � 6" OF 3/4" � GRUSHED ROGK 1'-4" � �.___� �4 DOWELS � 12" O. . - ALTERNATE BENDS � Foundation Walls SCALE:1/2" = 1'-0" 1 1/2" X 8 1/4' SILL PLATE ON 51LL -SEAL W/5/8' DIA. X 10" GALVANIZED ANGHOR BOLTS AT 36" O.G. - 1 /2" EXPAN510N JOINT - 4' GONGRETE SLAB � T.O. WALL i �° 9 9'-0" � b" OF 3/4" WASHED ROGK (2) �5 BAR GONT. TdB � 0 (2) �5 BARS GONTINUOUS 8 9'- l" b GONTINUOUS PERIMETER FOUNDATION DRAIN W/ - 1 GUBIG FOOT OF 3/4" YVASHED ROGK PER LINEAR FOOT W/ 20 MIL PVG LINER AND MIRIFI FASRIG (5) #4 BARS EAGH WAY DOUBLE MAT AB P05T BASE 50NOTUBE - 5EE PLANS FOR 51ZE 5" GONGRETE 5LA6 90'-0" 1 /2" EXPAN510N �' _ _ _ _ �� . JOINT �- �_�=__ � ' � ' •• 2" RIGID Q '_ _ , •''I � ' �' INSULATION � •- -� ,I'� • � �=n�' �� � w �� _��;� i-� b" OF 3/4" GRAVEL w �n • '.' •.• . (4) �4 BARS VERTIGAL 5EE PLANS BEAM PER PLAN 1/4" STEEL PLATE ANGLE W/ 5/8" DI�4. EPDXY BOLTS O I INTO FNDN. AND 5/8" DIA. L.4G 5GREW5 INTO WOOD BE,4M BEAM POGKET PER PLAN TREATED 2X PLAT (2) 5/8" DIA. EPDXY �NGHORS W/4" EMBED Foundation Walls SCALE:1/2" = 1'-0" • � a� #5 BAR 60 GRADE � � AT 12" O.G. EAGH WaY .� 1 /2" EXPAN510N .101 � 5" GONGRETE 5LA 4 • 2" RIGID FOAM •� ° INSULATION M r 90'-0" � � N � .. � N b MIL POLY ---� a < � � VAPOR BARRIER . � � M 6" OF 3/4" �GRUSHED ROGK �� �_4„ �- #4 DOWELS � 16" O. . - ALTERNATE BENDS � Foundation Walls 4" 4" �---� 1/4" STEEL PLATE ANGLE W/ 5/8" DIA. EPDXY BOLTS p INTO FNDN. f�ND 5/8" DIA. I � `r L�4G SGREWS INTO WOOD BEAM � � (2I 1 1 7/8" Lb� TREATED 2X PLATE� (�) 5/8" DIA. EPDXY - A�NGHORS W/ 4" EMBED Beam Pocket SCALE:11/2" = 1'-0" SCALE:1/2" = 1'-0" #4 DOWELS AT 24" O.G,� 4" GONGRETE 5LA6 W/ \ �4 BAR AT 12" O.G� EAGH WAY ��� � 2" RIGID FOAM INSULATION 6 MIL POLY VAPOR BARRIER UNDER SLAB b" OF 3/4" WASHED ROGK 1 1/2" X 8 1/4" 51LL PLATE ON 51LL SEAL W/5/8" DIA. X 10" GALVANIZED ANGHOR BOLTS AT 36" O.G. T.O. WALL 94'-9° GRADE (2) #5 BAR GONT. Td6 4° � � (2) �5 BARS GONTINUOUS 8 9'-'i ° 0 GONTINUOUS PERIMETER FOUNDATION DRAIN W/ 1 GUBIG FOOT OF 3/4" WASHED ROGK PER LINEAR FOOT W/ 20 MIL PVG LINER AND MIRIFI FABRIG FOUNDATION BEYOND 9 6'-b" °� , `A T.O. WALL ' 1� 95'-6" ,��° wa 4�, o (2) �5 BAR T d B N 2" RIGID FOAM � (21 #5 BARS GONTINUOUS N INSULATIO • •° q2'-8" I '. �� o � M #4 BAR 40 GRAD � o� � GONTINU U5 PERIMETER ry N AT 24" O.G. EAGH WAY FOUNDATION DRAIN W/ � c 1 GUBIG FOOT OF 3/4" �WASHED ROGK PER LINEAR ���'4�� FOOT W/ 20 MIL PVG LINER �-- #4 DOWELS � 24" O. . AND MIRIFI FASRIG - ALTERNATE BENDS � Foundation Walls � � ° ., a �i a � a a � SCALE:1/2" = 1'-0" •I • q 9'-0° (2) #5 BAR GONT. T8 �4 BAR 40 GRADE • • AT 24" O.G. EAGH WAY � _ 1 /2" EXPAN510N JOI � o 5" GONGRETE 5LA 4 p m o 4" 2" RIGID FOAM m INSULATION �, � o 9 0'-O" _ � N � M 6 MIL POLY °� ° • �•� � VAPOR BARRIER � � 6" OF 3/4" �`+ � GRUSHED ROGK �1'-4„ � �f - �4 DOWELS � 24" O. . - ALTERNATE BENDS � Foundation Walls SCALE:1/2" = 1'-0" 1 1/2" X 8 1/4" 51LL PLATE ON 51LL SEAL W/5/8" DIA. X 1 O° GALVANIZED ANGHOR BOLTS AT 36" O.G. 9 3'-0" .L (2) �5 BARS GONTINUOUS 0 � � 89'-2° �°$ o � o� � GONTINUOUS PERIMETER FOUNDATION DRAIN W/ 1 GUBIG FOOT OF 3/4" WASHED ROGK PER LINEAR FOOT W/ 20 MIL PVG LINER AND MIRIFI FABRIG 1 /2" RIGID FOA EXPANSION JOINT 4" GONGRETE SLAB W/ #4 BAR AT 12" O.G. EAGH WAY 96'-2" `r °,� � �T .�°� , 2" RIGID FOAM INSULATION o . � 6 MIL POLY VaPOR � BARRIER UNDER SLAB �� � 6" OF 3/4" `� , m WASHED ROGK 4" '�� 4� 2X6 51LL PLpTE ON 51LL SEAL W/5/8" DIA. X 10" GALVANIZED ANGHOR 80LT5 AT 36" O.G. (2)�5BARTdB 96'-6" ,L GRADE 2 RIGID FOfrM (2) #5 BARS GONTINUOUS � INSULATION q.. j.° a�'-a„ #4 BAR 40 GRADE ° , , o � � AT 24" O.G. EAGH WAY �' �� �_ GONTINU U5 PERIMETER CV � u �� 1 '-4" �� #4 DOWELS � 24" O. . - ALTERNATE BENDS � Foundation Walls SCALE: 1 /2" = 1'-0" FOUNDATION DRAIN W/ �-- 1 GUSIG FOOT OF 3/4" WASHED ROGK PER LINEAR FOOT W/ 20 MIL PVG LINER AND MIRIFI FABRIG 155UE D,4TE: 07/Oq/ 1 3 1-1..1 � � CU ,� �# �� V! O � � -� �t� � � -�-� �� W �v - Q L .�, 4) � � n�`� 0 W i- • — � �� � � � � .- `h�" � V � W � � O � � � s •- � � n` W � � i�erm i t Set Copyright, Disclaimer and Construction WaminR This home plan is protected under United States Copyright Law. The plan may need to be adapted to local codes and conditions. c� 2011 All design documents, data, and the ideas iucorporated herein, prepared by BrooksDesign Build, Ina as instruments of service, is the property of Brooks Design / Build, Inc. This is not to be used in whole or in part for uny other project nor shall deviations from the origival desigo on this project be made without hrst obtaining the express written consent of Brooks Design / Build, Inc. S 1.2