9923 1ST PL W 2008 Plans 2022-11-07

i _f v♦ . � � � ti . �/w o O . N '�C Z � � f�a � L 1'� ~ I I — I—I I I � N . • I i i�I I�- (2) �5 � � � � - V •� o � GABLE END TRUSS dc BRACE (5) 10d NAILS _ O � � M 2x4 PRESSURE TREATED PER MFR W/ OSB PER PLYWOOD/ CLR V BARS V� '� W � MUD SILL W/ 0.172'�x�' SHEARWALL SCHEDULE BLOCKING T-BARS � w 'S N RAMSE� O 16"OC Q � � ao �� LAP 42 DIA � U � � , � GYPSUM WALL 4M CONCREfE SLAB OVER �'� �� 1� x3� KEY � �' N BOARD (BOTH SIDES) 4 CLEAN SAND AND �,�' ��' _ �2 �2 � � � � . ON 2x4 STUDS O 16"OC GRAVEL OVER 6 MILL 4" CONC SLAB � N `� VAPOR BARRIER ��' SEE PLANS 4"� DRAIN TILE � - � .� �� T O P C O N N P E R W/ G R A V E L P O C K E f � c� � . SHEARWALL SCHEDULE � U ao O ' T-BARS ' CONT TO DAYLIGHT 2x BLKG O 24"OC V-BARS n z _ � $D � — . RIM BOARD W/ z " ' ' ■� . �. . __ . .. _-'�' CONN PER SHEARWALL � I�i�I i� I��I I, T-BARS � _I I _,:..:.�. � ...: ...� .. :::. ; �•.� —1 I SHEARWALL PER SCHEDULE � , ` ., .•. , =1 I I i i 1=� I I=I I 1=1 I �- SCHEDULE � � � FTG TO BEAR ON SHEARWALL PER , PER PLAN FIRM UNDISTURBED PLAN + � � � SOIL m ,M -� I =111= II-� �� , ��-� � �—� ��— ��- � �N M. ��—��i—iii � � �+ o v-BARS i i O� � q'S� i i 2 w ' z ' �---- � ALT LUG Q T � LOCATION � INTERIOR FOOTING WALL CONNECTION t� GABLE END BLOCKING � PARALLEL JOIST Z g A B � ��. � ,� � SCALE: /4=1'-0" � SCALE: /4=1'-0" � SCALE: /4=1'-0" `� `��NAL ENG 5��`� E��RE,S 3-01- �09' . NOTE: OMR LUG WHEN � J PLYWOOD FRAMING BASEMENT SLAB USED PER PLAN W/ PER PLAN �� 2x BLKG 0 1 G'OC 10d 0 4"OC EDGES FOR (2) JOIST � 1. U8C 1997 EDITION. SPACES W/ 10d A35 A 17'OC O 4"OC TO RIM TO PL 2. 50 PCF EQ. FLUID PLYWOOD • PRESSURE. 2000 PSF SOIL BRG DESIGN TOP CONN O PARALLEL JOIST q�j � 2x6 P.T. PLATE NO PSF SURCHARGE , W/ 3/4�� 3. 5 SACK CEMENT CYD RETAINING WALL SCHEDULE �uc � � d' o �z'oc / 'i i ' � Z (2500 PSI MIN) S H T G & SOLE PLATE & H A 8 C V-B A R S H-BARS T-BARS D �� (n � � O i i � M A X 6 G A L W A T E R/S A C K ._ �� 'i i ' E D G E N A I L I N G N A I L I N G P E R +..+ � _ �� 4. GR 60 STL FOR 5 �� — PER SW SCHED SW SCHED 4'-0" 4" � 6' #4 0 1G�OC �4 O 1�OC #4 A 10"OC � � � �. I II I II & LARGER # —�REFER _/S_ FOR � � j FLOORING 6'-0�' g' g' 1'-8" #4 O 12"OC #4 O 17'OC #4 O 10'OC � �� I I—) � GR 40 STL FOR #4 I I I I �� MORE INFO PER PLAN �— �Q a �,I I�= a�-o� ��-�' �' 2�-s" #a o �'oc #4 o s�oc #4 0 �o'oc ��-o' —J ._ � g' C O N C W A L L W/ 5. B A C K F I L L W j P O R O U S � ��- (2) #4 TOP i � � • #4 VERT 0 1�'OC MATERIAL. - CONT RIM � PLATE NAWNG 10'-�' 1'-2" g' 3'-4° #5 � 8"OC #5 O 8"OC #4 O 10�'OC 1'-0" � � +; � #4 HORIZ � 10"OC JOIST � PER SW SCH � Z7 N +� ' � b � � � � . � #4 x 24 O 16"OC FlLLER STRIP 2x BLKG W/ � � 9 PLATE NAILJNG CONC FfG SHTG & EDGE PER SW SCHED 1. IBC 2006 EDITION 4. GR 60 STL FOR �5 & LARGER �C}� W SLAB W R 2�4 #4 O 1�'OC SWUSCH DER 2. 35 PCF EQUAL FLUID PRESSURE GR 40 STL FOR �4 � / ( ) � ALTERNATE TOP CONN � PER PLAN 24 5. BACKFlLL WffH POROUS MATERIAL. Q � - 2000 PSF SOIL BEARING DESIGN NO PSF SURCHARGE � 'ii ' �2 6. CONTROL JOINTS SPACED AT z FTG DRAIN IN " 3. 5 SACK CEMENT/CYD� (2500 PSI MIN) 25'-0�'OC� JOINT DPETH 1/4 x WALL v GRAVEL POCKET REFER _/S_ FO �! MAX 6 GALLON WATER/SACK THICKNESS, CUT ALT. T-BARS � II I �. :: � . TO DAYLIGHT MORE INFO AT JOINT. O� � � — . a � a '� ' ,o o�. o�o<,o• � NOTE: -� I 1=�i I_ � . �,_6, USE RETNNING WALL AT STEPDOWN FDN ALTERNATE FLOOR TO FLOOR TYPICAL FOUNDATION C TOP CONNECTORS c RIM JOIST CONNECTION TO SW RETAINING WALL Q � SCALE: /4=1'-0" `� SCALE: /4=1'-0" V SCALE: /4=1'-0' � SCALE: /4=1'-0" v , ,,.• Q : . W � 1'-4" MIN � � � 2x TOP PLATE WIDTH � � � � . -------�i� ----NAIL SHTG TO . . . . �. HEADER O 3"0 EW z W i �,�-------�. � �r�---�� SHTG PER •i i•i �•� �• (3) 2x DS UNO ' SW SCHED CONT BASE PLATE •i�i•i i•i i• NNL G TO � � � HEADER ER PLAN TOP PLATE BLKG NAILING PER '•' ' '.� EAC STUD � SHTG PER TO RIM / SW SCHED � EXTEND 0 .� �.� �.� i. F SHEARWALL SW SCHED ' EDGE NAILING BASE PL W/ " �� '� �'� �'� �' 8d NAILS O 3"OC z . PER SCHED NNLJNG PER EDGE NAIUNG FLOORING = � APA RATED SHTG ALL PLATES � , TRUSS GABLE END, SEE TRUSS MFR SW SCHED PER SW SCHED P� P�N � '� HEADERS & STUDS � , - Q PER MFR FOR GABLE W/0 SHTG � '� HOLDOWN p 2x6 W/ PLATE S HED. CONT CONT RIM JOIST 3" MIN o PER PLAN (3) 2x PLATES CONT RIM � NAIL SHTG NAILING PER TOP PL / BLKG � JOIST TO EACH PLATE DATE/REVISIONS r� SW SCHEDULE TO MUD SILL 2x MUD SILL W/ 3"MIN LAP •_ -rr- •.• • � � AB PER SW EDGE NAIIJNG rr_ • 4 24 �8 ' EDGE NAILS PER ii SCHED SCHEDW FRAMING 1 . EDGE NAWNG i� PER PLAN (1) 5/�'0 A.B. � �' CONC STEM WALL GWB W/ SW SCHED PER SW SCHED EMBED 7' I�IN NAlL1NG PER SHTG PER SW (2) #4 VERT O STR CODE SCHED CONT CONC SLAB W/ 8" FTG HOOK . FDN PER PLAN #4 HORIZ � 10"OC , TOP PL TO RIM ' � JOIST MUDSILL � FDN� CONT FTG I 1,=1 I�-1 I 1,=_I I I,-� CHKED BY: DRAWN BY: • (2) #4 T "- amg TLT z & BO � R & AJOB #: ' � i 08-228 � :.- SHEET N0. �'�1��s� ��;�Y €��r,:.;i� `�'�" . ALTERNATE FLOOR TO F'LOOR ��,��,�e� ��-� ,-- -� ��- ALTERNATE GABLE TO SW CONNECTION 9 ALTERNATE RIM JOIST CONNECTION � FDN � � RIM JOIST CONNECTIN TO SW 1 � RA D SHEAR WALL RSW � � SCALE: /4=1'-0" SCALE: /4=1'-0" SCALE: /4=1'-0" SCALE: /4=1'-0" . ''.