Laserfiche WebLink
� � <br /> c� � <br /> N ~ <br /> w � <br /> ♦/� N <br /> � !c Z v, � ti <br /> � �L Q ti <br /> ! _ 1"� <br /> ! � N <br /> �—�� � � � � <br /> �II��1- 2 5 Q � � � <br /> i i�- (� .� c <br /> L o � <br /> GABLE END TRUSS dc BRACE (5) 10d NAILS O � � M <br /> 2x4 PRESSURE TREATED PER MFR W/ OSB PER PLYWOOD/ CLR V-BARS � '�,w � <br /> rn <br /> MUD SILL W/ 0.172"0x�' SHEARWALL SCHEDULE BLOCKING T_gqR$ � W 'S N <br /> RAMSET O 16'OC CL � � ao <br /> � � LAP 42 DIA � � � ti <br /> GYPSUM WALL 4" CONCRETE SLAB OVER ���'�// �� � 1� x3� KEY ` N N <br /> /2 /2 C, cn � � <br /> ��' ,,'� 4" CONC SLAB � � N � <br /> B O A R D (B O T H S I D E S) 4 C L E A N S A N D A N D — � � <br /> ON 2x4 STUDS 0 16"OC GRAVEL OVER 6 MILL // � > � <br /> VAPOR BARRIER ,�'� SEE PLANS 4"� DRAIN TILE � ,_ <br /> � TOP CONN PER W/ GRAVEL POCKET M _ <br /> SHEARWALL SCHEDULE �: U ao O _ <br /> T-BARS CONT TO DAYIJGHT <br /> 2x BLKG O 24"OC V-BARS <br /> �� �o � H-BARS _ <br /> �.. � l� ' . � RIM BOARD W/ � I,I�I i� I—I I, ■� <br /> _ � ;`. . : . . ...,. � �� : '' �—I I '.. SCHEDULE SHEARWALL s� i � �� T-BARS — <br /> ��i i� '�=��� � SHEARWALL PER ' <br /> � I I ������ �—)��I-1 I I- SCHEDULE � � <br /> U <br /> FTG TO BEAR ON SHEARWALL PER <br /> PER PLAN FIRM UNDISTURBED p� + � � � <br /> SOIL m ,M <br /> -'i =i i i= � I=I I 1=1 I I, I I I,;,I I I,;,I I I,;, I 1= � ���N M• �9 <br /> o v-e�s � � o y <br /> i i 2 "' z <br /> �---- ALT LUG Q � �''r <br /> LOCATION <br /> INTERIOR FOOTING WALL CONNECTION � GABLE END n BLOCKING � PARALLEL JOIST g a B c �'� �`� G,� <br /> SCALE: /4=1'-0" � SCALE: /4=1'-0" L SCALE: /4=1'-0" � ��4NAL �� 5�2c�o� <br /> ' D�RES 3-01- oy <br /> NOTE: OMIT LUG WHEN <br /> PLYWOOD ��N� BASEMENT SLAB USED <br /> PER PLAN W/ ppZ p�qN l�4IE�; 2x BLKG 0 1 G'OC <br /> 10d 0 4'OC EDGES FOR (2) JOIST <br /> 1. UBC 1997 EDITION. SPACES W/ 10d <br /> A35 A 17'OC O 4"OC TO <br /> RIM TO PL 2. 50 PCF EQ. FLUID PLYWOOD <br /> PRESSURE. <br /> 2000 PSF SOIL BRG DESIGN TOP CONN O PARALLEL JOIST � <br /> 2x6 P.T. PLATE NO PSF SURCHARGE � <br /> 3 � U <br /> ���oC� 3. 5 SACK CEMENT/CYD RETAINING WALL SCHEDULE �uc � � d' <br /> � •i� ' � ? (2500 PSI MIN) DEP'TH � � O <br /> i� � MAX 6 GAL WATER/SACK .�� . SHTG & SOLE PLATE & (�J <br /> �� " EDGE NAILING NAILING PER H A B C V-BARS H-BARS T-BARS � <br /> •— � <br /> ��_��� 4. GR 60 STL FOR �5 �� �� PER SW SCHED SW SCHED 4'-a" 4" 8" 6" #4 0 1�OC �4 O 15�OC #4 O 10"OC � � � � <br /> �� � ��- & LARGER = i REFER _/S_ FOR � � <br /> FLOORING 6'-Or 8" g' 1'-8" #4 � 17'OC #4 O 17'OC #4 O 10rOC � <br /> •— �Q Q <br /> �� I I—I � GR 40 STL FOR #4 I I - MORE INFO � — <br /> i���1= � �_�I PER PLAN 8'-0" 1'-1' 8" 2'-6" #4 O 8"OC #4 O 8"OC #4 O 10r'OC 1'-0" ._ �S' <br /> 2) �4 T P�� W� 5. BACKFILL W/ PQROUS I II��_ � <br /> #4 VERT 0 10�'OC MATERIAL. <br /> � �4 HORIZ A 10"OC CONT RIM � PER SW CHG 10'-0" 1'-2" g' 3'-4" #5 O 8"OC #5 O 8"OC #4 O 10"OC 1'-0" � � N � <br /> b JOIST <br /> .— L� N <br /> � <br /> � �4 x 24 O 16"OC FlLLER STRIP 2x BLKG W/ U I 0 � <br /> PLATE NAWNG � � <br /> _ � <br /> a CONC FfG SHTG & EDGE PER SW SCHED �, IBC 2006 EDITION 4. GR 60 STL FOR �5 & LARGER �O� w <br /> PER PLAN NAILING PER 6R 40 STL FOR �4 <br /> SLAB W/ (2) �4 ALTERNATE TOP CONN #4 O 16"OC SW SCHED 2. 35 PCF EQUAL FLUID PRESSURE '— <br /> PER PLAN 24 5. BACKFlLL WffH POROUS MATERIAL. Q � <br /> 2000 PSF SOIL BEARING DESIGN <br /> NO PSF SURCHARGE <br /> 'ii ' 12 � 6. CONTROL JOINTS SPACED AT � <br /> FTG DRAIN IN �� 3. 5 SACK CEMENT/CYD� (2500 PSI MIN) 25'-0"OC, JOINT DPETH 1/4 x WALL <br /> GRAVEL POCKET REFER _/S_ FO �� MAX 6 GALLON WATER/SACK THICKNESS, CUT ALT. T-BARS � <br /> II I �� - TO DAYLIGHT MORE INFO AT JOINT. O <br /> �c = .�� ' � <br /> ,M� , . a'" �, a <br /> :��o. �.:� <br /> —�I 1='i �_ °°>p°.: NOTE: <br /> �,_s, USE RETAINING WALL <br /> � AT STEPDOWN FDN ALTERNATE FLOOR TO FLOOR <br /> TYPICAL F'OUNDATION C TOP CONNECTORS c RIM JOIST CONNECTION TO SW RETAINING WALL 8 <br /> SCALE: /4=1'-Or' `� SCALE: /4=1'-0" V SCALE: /4=1'-0' � SCALE: /4=1'-0" <br /> � <br /> W � <br /> 1'-4" MIN � � � <br /> 2x TOP PLATE W�pTM � � <br /> -------=-, � �— <br /> . . . . �. NAIL SHTG TO W <br /> � --- i. HEADER O 3"0 EW z Q <br /> � Q <br /> .�-------i. <br /> SHTG PER •i i�i i i'i� (3) 2x DS UNO <br /> S W S C H E D C O N T B A S E P L A T E •i�i•i i•i i• NAIL G TO � <br /> � HEADER ER PLAN <br /> TOP PLATE BLKG NAILING PER '.' ' '.� EAC STUD � � <br /> SHTG PER TO RIM / S W S C H E D � EXTEND •� i•� ��� i• F <br /> � SHEARWALL <br /> SW SCHED EDGE NAILING BASE PL W/ � �� '� �'i i'� i' 8d NAILS A �'OC z <br /> PER SCHED NAIIJNG PER EDGE NAIIJNG FLOORING = ,�, APA RATED SHTG qLL p�q�g � <br /> TRUSS GABLE END, SEE TRUSS MFR SW SCHED PER SW SCHED PER PLAN � HEADERS & STUDS � <br /> 0 <br /> PER MFR FOR GABLE W/0 SHTG � � PER P� 3 2x PLATES <br /> SHTG PER SW CONT RIM JOIST � MIN o <br /> 2x6 W/ PLATE SCHED. CONT CONT RIM � NA,IL SHTG <br /> DATE REVISIONS <br /> T NAILJNG PER TOP PL / BLKG � JOIST TO EACH PIATE � <br /> SW SCHEDULE TO MUD SILL 2x MUD SILL W 3"MIN LAP . �= � ' ' � � <br /> AB PER SW / EDGE NAIUNG tt_ � � 4 24 O8 <br /> EDGE NNLS PER �i SCHED SCHEDW FRAMING �1 <br /> SW SCHED PERESW I CHED �� PER P� E BED 7'� MIN g CONC STEM WALL <br /> GWB W/ SHTG PER SW (2) �4 VERT O STR <br /> NAll1NG PER <br /> CODE SCHED CONT CONC SLAB W/ 8" FfG HOOK <br /> FDN PER PLAN �4 HORIZ O 10"OC <br /> TOP PL TO RIM <br /> JOIST �AUDSILL <br /> CHKED BY: DRAWN BY: <br /> � FpN CONT FTG I I,;.I I�-1 I 1,=—I_I I,—�. <br /> �2) �4 T "- amg TLT <br /> z <br /> & BO � R & AJOB #: <br /> ' i 08-228 <br /> :- <br /> _ SHEET N0. <br /> =_ .= — —,= � `�'�� {�~�° �'° ",� ;n.�. <br /> ,i �, _ � <br /> ALTERNATE FLOOR TO FLOOR ����ai����°�� ���� ��+� .�. �������- <br /> ALTERNATE GABLE TO SW CONNECTION 9 ALTERNATE RIM JOIST CONNECTION � FDN � � RIM JOIST C�NNECTIN TO SW � � RA D SHEAR WALL RSW � <br /> SCALE: /4=1'-0" SCALE: /4=1'-0" SCALE: /4=1'-0" SCALE: /4=1'-d' <br /> � ��� �x <br />