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B13-0115 REV2 plans approved
� 2 3 4 5 � _- �,� ��. ��� � , � , ��, . � .. r}�i' p�49 ��.��� p fi����. 100'- 3�/ " ~ �° �$�� r� � � �� �� �� �c�,y �� • • ca e 2 � � �,�� o � � � �, . 33' - 0 " , „ 11 '_ 5 " 30' - 2 " 4 '� �4�,r���� ��"�,c'� 19 ' _ 2„ �2 6 - 5 �2 � � � o � ��, � � Nb���' 19 ' - 6Y2" 2�/�," 23/�," � ;.� � � 2 �' � � � A � � A � — — —� — �-- — � t �,,, I I � � ! �_ � I �, I � � � � ;�' 1 Q' - 8" 13' - 10�2" 14' - 3t. $„ �g � c�l � � � � � � � ���� T. . W. = 8071 ' - 3� T. O. W. = 8072' - 4Y2 Z -� a ° --��-�- T. (�. F. = 8062' - 5 B . O. W. = 8467'- 7Y2 � � � � ---- - - - - - r„ A � � � ° � � � ,,� -�--�-- _._ .� ^ _ v ._._ ._._ � _.. . � � � _ ._ _._ �_. � _. � � Z �' a � ..�. .__._... ____ _ _____ .� — ❑ 4 � �, ,�C � 0 � � a� T. Q. W. = 8071 ' - 1Yz I STEP ° cv �..�Q ' � � ' T. O. F. � ;- 1 C? � T. Q. F. = 8061 ' - 3 � � T. O. W, = 8071 - 1Y2 � � I ' ' �- � ,_ � � T. O. F. = 8i�61 ' - 3 _ ,� S� Z �' �' � , 3 1_� � � 4 ss �,�. � � � � � �. � � o �, � � , ,-. �. W. = g071 - 3� I 56 �' � ► � � ► p � � T. Q. F. = 8061 '- 3 S6 � � � M� �- �- o0 .� a o �. .._f - - - U � � �Q�� - � ( TYPICAL SLABS ON GftADE: � � � `� T. 0 5" SLAB � = ,�. 4" OR 5" CONCRETE SLAB { AS � �' � d �� u� n: > '� — A PERIMETER � oo � N � INDICATED ON PLAN ) ON 2" RIG1D � # �t} � ��_ � I 5TEP T. O. SLAB � I 5 ( INSULATION ( NO INSULATION AT I � � � I GARAGE) ON 4" C�EAN GRAVEL gg BASE ON UNDISTURBED GRADE OR � � N I COMPACTED STRUCTURAL FILL PER h 11 , - - 8" g„ 8„ � 8" SQILS ENGINEER . � REINFORCE SLAB I � S5 s ��� � : _ � � � WITN #3's C� 12" tJ. C. EACH WAY .- I � �t ?== ----- �. `.h�: . 2x4 OR 2x6 �"�-� �;: ���^�1 • 2X6 STUQ WRLL ,,�-�''� STUD BRG. WA�� .���^��4°����P p�'�'� . n ��`ao��„ ,l���'3 4 CONC. S�AB PER PLAN � " ON 2" RiGIQ INSULATION CONT. TREATED R i�� �,�� ��1�_ . � � ' CONT. TREATED �' GLUE CONG SLAB PER P�AN �(�t� � TO CC7NCRETE � ¢ � T� CONCRETE ON 2" RIGID INSULATION �� r�g��� ����� . � J������ . 2x6 STUDS @ 16 " Q. C. Wf 8062' - 11 SEE P �AN - � -� Y2't P�.YWD. QR QSB � T. O. SLAB d q 4 �� a . a 4 '. a . n ., T. O. SLAB � � � � � SHEATHING q,�,� � ° ` � s � �. . . in � � Dtt` .. • tJ � � ' ' , �,2>, 0X1C?" A. B . ' S @ 48" Q. �. IN �� ��� ����/~ o � °�r�0. �, "� � ' d � ° t` � r /�\�\\\/��\/� � 4 a r ti ♦ � � � v i/ ij i/ i/ i/ r 8074 - 10Y2 ��� „ '� i �'i ; $061 - 8 �oi��i��r��`fi � " ° � ; ���O��O����' - � o> � CONT. TREATED 2x6 � �� �o 24 i , ' . Q a _ . • .ti,,;������� rr � r. .-. u� T. C}. W. � 5 DWLS. x �i _ T. O. S L A B r��i� * Q . : «. f���f . � � ,- 8066 ' - C} , # „ ,n � � : . . � . ir7 , �� � _ I rn ( 2)- �5 s CQNT. . t� 24 Q. C. � . d U � ( 2 ) - #5 s GONT. �`i �% � rn �r T. O. W, �I HORIZ. TOP & BQT. e 24 ; . . d � HORIZ. TOP & BQT EQ, EQ. c,�'3 U � °' � ,-. ' '� 'f ''r '% � .-� o � ° � d ' � �/�/��f° / K? � � � '��i Q . , , ,> >, :�r���� a OPTION 2 � t _ �„ � � �, �. ( 2)- #5 s CON1'. 10 6 �i,. c� U) #5' s CONT. HORIZ. C� 16" O. G. a � HORIZ. TOP 8c BtJT � Z �' a � : „ c #5's VERT, Qr 16 " O. C. � ° , � � 4 {�- '- J N ` � �, �° ° � . 2x4 E7R 2x6 � ,c ' �� �;,� 4;> °° STUD BRG. WALL z rn � .a � SCA�E: aj'�„ ^ � ' - 0" � N #5 DWLS x � 4 ,� , d CONC�i S�AB PER P �AN � � � r� � Ya EXP, MAT L, TYP . S5 OhJ 2 RIGlD INSULATI4N CONT, TREATED �' - � � C� 48 �. C. � . GLUE TO CONCRETE � � � >, � � 5„ CQNC. S�AB PER PLRN ° e � +� � o � a� #5' s CONT. HURIZ. S E E P L A N ("� t� � � ° C� 16 " �. C. 2x6 STUD WALL °. ° ° ` ° � ` . . - T. O� SLAB w�' � -� . Y2' EXP . MA7'�, TYP . a : , � . ° a "� � d ° `� � v a > � . . , . 8Q61 ' - 8 � - , , 4 g . a o . . —�- ° 5„ CONC. SLAB PER PLAN ON � � , e • . �► � a i� 4 4 T. �. SLAB 4 . 2» ftIGID INSULATION °ii�`�ii�`��`i : ° . � ; '> , , A� 8Q61 ' - 3 4 T. O. F. � a a . a d � . � CONT. TREATED 2x6 R ,�,, ��`��f�� �,/\�/�i,.r� d � \ � o\ . „ a DRIVE- PINNED TQ CUNC, 2 5s CONT. ��!�`� EQ. EQ. �rr��i �,�,y �� s VERT. � 16 4. C. � ) ` � i �� � . /� f �/ /J / 8067' - 10Y� HQRIZ. TQP & BOT � i� d q � �s . ' . . i�i✓ � '��\�� � � �,o\��� � 8067 - 10Y4 , ,> .ri`�i T. fJ. W. . ° T. Q. SLAB � °' q. PERIMETER DRAIN $„ �„ �„ �J,; �;s � a OPTION 1 PER SQI �S ENGINEER - , 1 "0 WEEP HO�ES a n �,_ p" 8067 - 6t � a Qf 48" C?. C. 2x4 FURRING STUDS � �� �%�i��%' � , � „ , ,t ��'�� „ , , i,,\i�\��i� SCALE. l�. = 1 - 0 � T. O. GRADE , ( FLAT) C�t 16 4 r�\� S5 �� Q Di,i CONT. L PER SCHEDU �E � `' �" 4,} 4„ � �� SEE SHEET S2 � � � . ° a . . #5's CQNT. H �RIZ. (� 16" U. C. ��" -4 �M � #�' s VERT. C� 16 " a. e. — � °� . ��� .�- c� � ,`�„ �, � � ( �) - #�'� co�vT. No�� z, ' � #s aw�s � � � TOP & 64T. a .� � � �" , � Q . 2x6 STUDS � 16 " O. C, Wj � 11 5GALE: �1�." = 1 ' - 0" � 1 - 6 Yz:x PLYWD. OR OSB Yz�� EXP . MAT'L, TYP . �=� !�. � SHEATHING ��/ .� F�� � �5 { 2) - #5' s CC?NT. AT BOT. PERIMETER DRAIN 4" CONC. SLAB PER P �AN ° � 5" CpNC. SLAB PER PLAN �N ' PER SOI �S ENGINEER (7N 2 RIGID INSU �ATION #5 DWLS x a C� 48" O. C. � Yz" 0x10" A. B . ' s t� 48" 4. C. 2„ RIGID It� SULATION �� F---� d IN CONT. TREATED 2x6 F� �-� � � �. � ��, t� � � � ° �5's TRANSV. � 16 " C7. C. ° , 8467' - 10Y4 8067' - 1 qY4 ,�L �..� 8063' - 10Ya. � • � 8062' - 11 �� HORIZ� TOPO & BOT. T. O. W. � . . �e � . . . � a . T. O. SLAB �� � T. O. F. . d . . . T. (J. SLAB a . a '° � � _ � F� " . o 6x6 POST � a �. a : d . a . Q d . , . . a " . 4 2t _ . � � � STC}NE VENEER � . � � : � � ° , d . . Q . ° . A . ' \\\\` \\.�. `. Q ° � 7. Q. �. \ �, �� . � � . ����/����/��, i-1 � � PER ARCH . . a . °a , . d {4j - �5 s C4NT. AT TOP �:�;!������� a ' i� �`�ii��� � ' a ; � � !���\\/ ° • � r�;�`i` ( 1 ) - #� CaNT. HORIZ. CD MfC?- HT, E-1 ►�, . \ � : c.� � >_ � » ��r 2� _ 4n ' �„ $„ 4„ t= E""� 4 � �� � � � � �' 4>, ��r �FJ D WL.S X � � � ' q.'- 6" 1 '- 4" C� 48" (7. C. � �'� � ; � � � �� ,� °. 6„ ' ir �� � °� ��'y,� *� � $ » , s, � » r �, � ° , L � 4x4xYa. Wj ( 1 )- �" �Sx4" SCA�E: �4 = 1 - 0 � SCALE: �'a = 1 - 0 ( ,2} - #5 s CONT. � � � EXR. AN �N . EA . SiDE S� S5 ° � NORIZ. TOP 8c BOT. �`_� .� �,��.. z sos3' - 1oY4 �j � � � 12" t� GONC. P1ER T. �. F. F � $ � �� , a a . � � �# � 4 . . . � � � 1 � �- ( = 2x6 STUDS @ 16" O, C. Wf Y2" EXP , MAT'L TYP . — ( 4) - #5 DWLS x � Y2" P �YWD. OR OSB ' PERIMETER DRAIN „ „ „ � � � _ SHEATHING PER SOILS ENGINEER `� $ �' SEE PLAN 5" CaNC. SLAB PER PLAN ON " „ » , » 2" RIGfD INSULATION , „ ° -- � � .-- � T. O, W. �-`-� Y2 0x10 A. B. s C� 48 O. C. IN 1 - 4 � CONT. TREATED 2x6 � \ � � •-° '-" ° • ' � _���`�� t`� �� '�� � � — 8067' - 14Ya. 8067' - 10Ya. � �'�� � 1 � �� ��� � � � � "5 ���`` � SCALE. 3/�."` = 1 '-- 0" �, � c� � SEE SCHED. FOR R�INF. #5's YERT. � 16" O. C. � � T. O. W. � I � a � . �� . � � a , . T. C7. SLAB � S5 '�, �y �� � �� ��� � � ��_� �, � .,� � ,��, � �� . � . . ca � � � , ; �c�. Ec�. d o � . _ _ �,s`� t' �- � :� � � � � �� ��� ' � � d . . , :; , �. � ° .�,a 4 .,�� ��.s»��.� - s„,�- � �°,«�,�.�—:��,.,_.�°� �; a � �=k .:�.�� '�;,�';n , • �rx 4or ' � �/ �l i// �// �/ � � ��.,�.����.�-� ���m��� SEE SCHED . #5's Ct3NT. HORIZ. � : ; i�\\r�\�i������� 2' -� � �� ` `"`� °`�= � � � a t� 16 " �. C. � � ,�. ii�ii� #�4 DWLS x a � ��' �`°� . _ ,� �___ � R�..�,�����.,�_.�{�""° .� �" CONC. SLAB PER PLAh! . � % ` .. �i`� c� 24" o. c. N� designed by KRM . ° drawn by K � M ° � ' . .� s�a�� s�ae �! a 1 "0 WEEP HOLES , „ ��� 1 � - � checked by TQH 10 SCALE; 74i� = � '- 0" C�r 48" �. C. #5 s VERT. C� 16 O. C. T. O, SLAB � � rJr'J . d �? a �" ` issued , �j $061 ' - 0 � ,� � . • � � � 2„ � .� � ° T. Ct. W. `�:�!����� � " � `.; �� �� �o PERMIT fl9 f 47 j12 ,, � 4„ 4,� !���,��. � . : \r�`4r��i,,i. ( 1 } - �4 Ct�NT. NORIZ. � �--- �51 �,w�s � �„� ���� . . ° ,��ti� P ER R ESP Q �14 13 SEE ARCH . FQR STAIR � ° �f�`f RISE AND RUN TYP . �3°s C� 12" EA. WAY � 1 - 6 � #5's CQNT. N (7RIZ. C� 16 " O. C. ° { 1 ) - #5 CONT. HaRIZ. (� M (D- HT. G (� � ST 06 /13,f 13 , ,t (2}- #5' s CONT. HORIZ. PERIMETER DRAIN � � d � �� . REVISED tJ6 f 25 f 13 � - � Tt�P 8c BOT. PER SOI �S ENGINEER �#5 QW�S x , z C� 48" O. C. N � �,°, �4„� �5 DWLS x -..�' �3 �C?NT. ! N EA. � . " d _ NOSING � 4 ° � � ,T C� 48" O. C. � a � � _ ° #5's TRANSV. C� 16" O. C. . �. � . ` �x� �Q .: .a . ..�� . , a SEE PLAN � Q � � � � . � s : : • �ra T. �. F. . • . . - HO,RIZ�+ TQPQ & B4T. , � HORIZ5iTOP�& BaT. � �— �S�EE PLAN gp�7 _ g � ° � ° T. tJ. F. ° $ Sh ��t � . `%�`%`�`�r�ii; ° :d , ��.�� �� �`� I � a . . a . a �a a . . �3� - #5 s CONT. AT TOP Y -(', p, F � � � � 4 i ' � + � . d ^ ' . ^ . . . � V � � � , ^CA � Q ' d . 4 �� � i . Q . . � 4 , a q ' ' f��� c� { 2) - #5' s CONT. AT BOT. -' PERIMETER DRAIN PERIMETER DRAIN 4„ $„ 4,> `��i��i��f�fi ����i,r� ;0�; � \\r.\ /\\ �.\ \\\ \\ w ,� ' T �" �» � � ' 2" 4r: gri 4» � �� � PER SOILS ENGINEER PER SOILS ENGINEER ���o�� '� �f.��� �s _ �» � : _ A » ,� :_ �rr �r 1 ' - 8 t� SIM . � SCA�E: 3j4" - 1 , _ Q„ � SCALE; �'a" = 1 '- Q" 4 SCALE: �'�." = 1 ' - 0" � SCA�E. �1�." = 1 �_ Q„ S5 S5 S5 55 � � � # � .� � � ° � � . __ . _