9919 1ST PL W 2018 Plans 2022-12-02

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GYPSUM WALL 4" CONCRETE SLAB OVER � ,�� /�,� = N 1�/2x3�/2 KEY Q �* c N BOARD (BOTH SIDES) 4" CLEAN SAND AND ' : ON 2x4 STUDS O 16"OC GRAVEL OVER 6 MILL �� ' 4 CONC SLAB � � N � V A P O R B A R R I E R �'� SEE PLANS 4"� p�N �� — � � � ��'� TOP CONN PER W/ GRAVEL POCKET � � � SHEARWALL SCHEDULE O: U oo O T-BARS CONT TO DAYLIGHT 2x BLKG O 24"OC V-BARS ii � � z _ ' H-BARS ' t� ' � RIM BOARD W/ Z ��I _ I,—'I I ■� - � . � � ' CONN PER SHEARWALL � �i� i� �� T-BARS _ —I I '� SCHEDULE •� -I I ��_ ;��.:�.......::.��`�.�`� :.';:; �.',,�.� — SHEARWALL PER . =1 I � �� =I I I=I I 1=1 I �- SCHEDULE � � , � FfG TO BEAR ON SHEARWALL PER , . . . . PER PLAN FIRM UNDISTURBED PLAN + , SOIL - m ,� -�i =i i i= I I-1 I 1=1 I I I I I,;,I I I,;,I I I,;, I 1- ; ��+ M' � � o V-BARS 9y i i 2� �' � �---- ALT LUG ¢ ( ' Z LOCATION INTERIOR FOOTING WALL CONNECTION C� GABLE END BLOCKING @ PARALLEL JOIST Z � A B � �� G,� SCALE: /4=1'-0�' � SCALE: �4=1'-0" � SCALE: /4=1'-0" `� ��NAL E� ��ss , E�i2ES 3-01- �% . NOTE: OMIT LUG WHEN . PLYWOOD FRAMING BASEMENT SLAB USED PER PLAN W/ PER PLAN �� 2x BLKG � 1G'OC ' 10d O 4'OC EDGES FOR (2) JOIST � 1. UBC 1997 EDITION. SPACES W/ 10d A35 � 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 � W�3�� NO PSF SURCHARGE � � o �roc 3. 5 SACK CEMENT/CYD RETAINING WALL SCHEDULE �uc � � 'i i ' �o � (2500 PSI MIN) SHTG & SOLE PLATE & H A B C V-BARS H-BARS T-BARS D �� (n � � C�) � i i MAX 6 GAL WATER/SACK 'i i ' 1 EDGE NAILING NAILING PER '— � � _ �� 4. GR 60 STL FOR 5 �� — PER SW SCHED SW SCHED 4'-0" 4" g' 6' �4 A 16'OC �4 O 1G'OC �4 A 10"OC � � � � . �� I II I II� & LARGER � = i� REFER _/S_ FOR ,_ ,_ � � CLR ��_� GR 40 STL FOR �4 � � = MORE INFO FLOORING S Or g' g' 1 8" �4 O 17'OC #4 @ 17'OC �4 O 10"OC �� Q Q I��- � �_� I PER PLAN 8'-�' 1'-1" �' 2'-6" �4 O 8"OC �4 O 8"OC #4 O 10"OC 1'-0" —� .�� 'S �) �4 T P�L W/ 5. BACKFILL W/ POROUS i �I I�- � �4 VERT 0 10�'OC MATERIAL. CONT RIM � PLATE NAIUNG 10'-�' 1'-7' g' 3'-4" �5 O 8"OC �5 O 8"OC #4 O 10"OC 1'-0' � � � +; � �4 HORIZ A 1�'OC JOIST � PER SW SCH b � � � U � o' � . � �4 x 24 O 16"OC FlLLER STRIP 2x BLKG W/ N Pu�� NaiuNc _ � > CONC FfG SHTG & EDGE PER SW SCHED 1, IBC 2006 EDRION 4. GR 60 STL FOR �5 & LARGER �� w PER PLAN NAILING PER GR 40 STL FOR �4 � g�qg yy 2 4 O 16"OC SW SCHED 2. 35 PCF EQUAL FLUID PRESSURE '— - PER PLAN � � � �4 ALTERNATE TOP CONN # 24 2000 PSF SOIL BEARING DESIGN 5. BACKFILL WITH POROUS MATERIAL. Q � .�� . 12 � NO PSF SURCHARGE Z 6. CONTROL JOINTS SPACED AT � FfG DRAIN IN �� 3. 5 SACK CE�IENT/CYD, (2500 PSI MIN) 25'-0"OC, JOINT DPETH 1/4 x WALL v GRAVEL POCKEr REFER _/S_ FO �� MAX 6 GALLON WATER/SACK THICKNESS, CUT ALT. T-BARS � -I I I �. ;. ; ' TO DAYLIGHT MORE INFO AT JOINT. O� h� �� _ � . a � ..o °a°e�' � NOTE: —�I 1=�i �_ � • �,_s, USE RETAINING WALL �;• AT STEPDOWN FDN ALTERNATE FLOOR TO FLOOR � TYPICAL FOUNDATION C TOP CONNECTORS C RIM JOIST CONNECTION TO SW RETAINING WALL � SCALE: /4=1'-0" `� SCALE: /4=1'-0" V SCALE: /4=1'-0' � SCALE: /4=1'-0" � . U � W � 1'-4" MIN � � 2x TOP PLATE W�pTM � � ---------,' � � . . . . �. NAIL SHTG TO - . . . . i. HEADER O 3"0 EW z W � � � Q .�--------i. . �rr----�� SHTG PER •i i•� i•i �• (3) 2x DS UNO SW SCHED CONT BASE PLATE •i�i•i i�i i• NAIL G TO � � � HEADER ER PLAN SHTG PER TOP PLATE BLKG NAILING PER '.' ' '.' EAC STUp � . / EXTEND .� �� i. . TO RIM SW SCHED '� SHEARWALL F SW SCHED � �� 'i �'i �'� i' 8d NAILS O �'OC Z EDGE NAILING BASE PL Wl FLOORING W PER SCHED NAILJNG PER EDGE NAIIJNG = ,�, APA RATED SHTG qLL p�q�s y TRUSS GABLE END, SEE TRUSS MFR SW SCHED PER SW SCHED P� P�'N � � HEADERS & STUDS � PER MFR FOR GABLE W/0 SHTG = PER PLAN � SHTG PER SW � ��N o (3) 2x PLATES 2x6 W/ PLATE SCHED. CONT CONT RIM JOIST CONT RIM � NAIL SHTG NAILING PER TOP PL / BLKG � JOIST TO EACH PLATE � DATE REVISIONS SW SCHEDULE TO MUD SILL 2x MUD SILL W �M�N u� - 4/24/08 AB PER SW / EDGE NAILING . rttr- � , PER SW EDGE NAILS PER EDGE NAIUNG ;; SCHED SCHED FRAMING (1) 5/g'� A.B. �� ` GWB W/ SW SCHED PER SW SCHED �� PER P� EMBED 7" MIN � CONC STEM WALL . NAIIJNG PER SHTG PER SW (2) �4 VERT O STR CODE SCHED CONT CONC SLAB W/ 8" FfG HOOK FDN PER PLAN #4 HORIZ O 1U"OC TOP PL TO RIM JOIST MUDSILL �► FpN CONT FfG I I,;.I I I=1 I I,��I I I,— �� CHKED BY: DRAWN BY: �2) #4 T z amg TLT & BO � R & A J08 #: ° ;,. i 08-228 � � � SHEET N0. � ALTERNATE FLOOR TO FLOOR �� JA��ID � ALTERNATE GABLE TO SW CONNECTION ALTERNATE RIM JOIST CONNECTION � FDN RIM JOIST CONNECTIN TO SW RA D SHEAR WALL RSW ��''��"��' �f-�� '�=��'�� SCALE: /4=1'-0" � SCALE: /4=1'-0" � O SCALE: /4=1'-d� � � SCALE: /4=1'-0" � �;