|
T
<br /> �'� �
<br /> �;�i�
<br /> COL.
<br /> COL. BASE �' SIZE BASE �' ' � � �
<br /> ` € . N M N .,,�,
<br /> SLOPE SLAB PER GRID SIZE � � � � � � `" "' �
<br /> (WHERE � ' � ��
<br /> ARCH. AT 7x7 3/4x10Y2x1'-1" 10x10 1x16x1'-4" � -1n,P SLOPE € �
<br /> GRID OVERHEAD DOORS OCCURS) S�qg � s .
<br /> (WHERE OCCURS) � �� �COL. & 4x4 3/4x10x0'-10" " PER ARCH. � � �
<br /> P.C. P A N E L D I A M O N D I S O L A T I O N � P.C. PANEL BEYOND �
<br /> L4x4xY4 w/Y2 �x6 6 P.C. PANEL PAD FTG. L4x4xY4 w Y2 �x6" o
<br /> W.H.S. � 1 8"o.c. BEYOND � � W.H.S. � 18"o.c. � ; � '�
<br /> SEE ELEVATION 1�_JOINT AS REQUIRED o � »
<br /> P.C. PANEL �" 3Y2�� FOR REINF. `f' DRY PACK A�TER 5/is ; ;
<br /> � L4x4xl'4x4'-0" w/3- Y24�x6"4 W.H.�S. AT3 � °'
<br /> SEE ELEVATION � 2-#4 CONT. „ �, „ I � COLUMN IS IN PLACE � � `
<br /> _ � � Y2 �x6 W.H.S. (AT Y2 �Y2„ � � PAVING OR GRADE � O.H. DOORS ONLY) W ;
<br /> FOR REINF. #4 '� 2'-0" � 24"o.c. O.H. DOORS ONLY) HSS COL. PER PLAN ; �
<br /> C O N C. S L A B P E R � � y2�� � P E R A R C H. I #4 C O N T. `
<br /> E w z
<br /> PLAN (SLOPE PER � #4 NOSING �"- � CONC. SLAB PER PLAN
<br /> EXTERIOR CONC. SLAB ARCH.) �6 � ��
<br /> AT LOCATIONS P R CONC. SLAB � i I 0 -0 � � PER PLAN � w° z
<br /> z � CONC. SLAB = o �
<br /> PLAN (AT GRID G�) PER PLAN I � � HSS COL. � BASE '� PER SCHED. � Q 0'-0" z � �
<br /> CONC. SLAB I----�
<br /> = PER PLAN �°- PER PLAN
<br /> �� • w/4-3/4"� EXP BOLTS �,cn o
<br /> I 0'-0" � c� I � �.'-... ..;. a . a -
<br /> � - - - � a 0'-0" ` HOLD 2' (EMBED 6" MIN.) � d z � c�
<br /> � �----� . o°4J'o�o CLR. � - - - � d HOLD 2" o >,,o .
<br /> � = ' • BASE R PER SCHED. I I ��'\�'\�'� DIAMOND ISOLATION ��� ,-i����j�- o�,_°O��po CLR. � w o
<br /> �- � `°
<br /> 0 8 HOLD 2" w 4-3/4"� EXP. BOLTS I I /��/j�/j�//� 1" LEVELING GROUT JOINT AS REQUIRED �'-o" ��%\�9���,� m � �
<br /> PAVING OR GRADE o °O��o CORD 2 � G � �a, oo � , �\\�\\�\\�\ NOTE: PAINT � � DRY PACK AFTER = /��/��/��/�
<br /> _ _ �
<br /> PER ARCH. °�'. o o � o CLR. EMBED 6' MIN. / / / � \ \ \ �
<br /> \�'\� \� ` I I 1=1 I 1=i , , o°�' o� � � I � // // /j� COL. BELOW CONC. SLAB � I o „ �
<br /> ��/�� �� �i
<br /> �\ \ \ � � COLUMN IS IN PLACE 4 .� C� 24 o.c. / �/ �j�
<br /> /`�/j�/j�/j� ��'\�'\�'` I � �/��/��/�� SLAB WITH PER PLAN #
<br /> �� �� �� � -I I I-I I I I I /\/\/\ PAVING OR GRADE / / /. N ��\��\��\
<br /> _ \/\/\/\� "=1 I I /�//\//\//� ���\��\�� ASPHALTIC � I � �//�//�//�� N
<br /> =III ��/��/��/� �\/�\/\\/�� PER ARCH. � I II-III-III- 0'-0" \��\��\�� O
<br /> N � _I �j/��j/��j/�� 3Y2� �//��//��//� i i�-i�i EM U LS 10 N . �---- � I I-I I I-I I I- 6i . � -o �
<br /> PER PLAN � \��\��\�� �Y2» ��j/�j/�j/� I � _ . ..: I I .:' . , . -� : . -I c'? � � � ;
<br /> ���. II�—IIi- �
<br /> � z ��—� � �—� � �- �.\�>\�,\ pp d » �rn a�i N °�
<br /> � � -i i�-� � r I I 1„ LEVELING GROUT � � _ , �j�- � � c� cn �
<br /> BALANCE PER (I-III-III- . HOLD 2 � o cn
<br /> � � � � 3 °° SECTION A-1.1 -��'-���- � I � - � °° `po CLR. BALANCE PER . � -� � M �
<br /> /4 CONT. GROUT o 2 -a „ I I-I I I-I I I- , (P E R P L A N) w o,� o�\ � Q . �� o\,�o�o\ S E C T. A-1.1 � o
<br /> a a #4 _i � 24 o.c. �o _i "-i � i_ i • • i � o � -' ��������\ � �� �/\�j\�j� � ^
<br /> � � =1 I1=1 I 1=1 2-#5 CONTINUOUS � � . � _� � i a �� �.�� W = � w\/��j\�j\ . a ,/�/�/�/ '� a � �
<br /> � o \/\/\/ a a \\ \\ \\ \ (PER PLAN) �, .� c.� �
<br /> -' � I I=I I I=I I �� TOP & BOTTOM AT ° d Q � .• a d q • i . _ � _ _ \�/\�/\�/� ° \��\��\��` - v � � o
<br /> PROVIDE #4 v � � , �, � � a f- � c� \ \\ \\ \ a � \� \� \� � a � ;° p °; � �
<br /> 2 -0 FOOTINGS, a a _� d a � � cn // // // a d �/ �/ �/ °O
<br /> � 18"o.c. AT • � - ------- w � w ���\�\��` : ���\��\�� 'a, � � � �•`'•
<br /> 3-#5 CONTINUOUS o � o c� a I I-I I I-I I I- • a d . p �� p � �
<br /> 3'-6" FOOTINGS TOP & BOTTOM AT � I li i�I I I I I I i i,-i�i- aQ
<br /> O R W I D E R PER PLAN 3'-0" & 3'-6" -i i�-i i�- CONT. FTG. BEYOND -i i�-i i i- "� � - � -I I 1=1 I I-I �R °'�'.�
<br /> FOOTINGS CONTINUE REINF. � � � -I I i—I I �- � — � d'J'��' "'��'�s
<br /> PER PLAN THRU PAD FOOTING c� I I�;.I I I_-I I yy W
<br /> SEE FOOTI SCHEDULE SEE FOOTI SCHEDULE `
<br /> PER PLAN '
<br /> FOR SIZE & REINFORCING FOR SIZE & REINFORCING �',��15 �+��s�,�
<br /> SECTION A- 1 . 1 SECTION B - 1 . 1 SECTION C - 1 . 1 SECTION D - 1 . 1 SECTION E- 1 . 1 � o � �
<br /> SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" � � o °' °
<br /> z � ��� � �
<br /> o i T� �m
<br /> 0.i E-+ W a�O o E r w .
<br /> ���
<br /> w a w �°'�' = 3 �
<br /> a � z � a� � ��
<br /> X = ^ 6,. C.I.P. WALL � z � ��,��, � � �
<br /> A � � I ° CONCRETE � Q � � W �°•� '��' w @�
<br /> PER PLAN � #4 VERT. I � 12"o.c. PAVINGP PER a � � 0 9
<br /> � J #4 HORIZ. CONCRETE .ti ��• � � �
<br /> PER PLAN � w_� @ 16"o.c. OR ASPHALT a� o � o
<br /> P.C. PANEL 2°° � ARCH. �� ° PAVING PER � �� z o �,
<br /> G L A Z I N G P.C. PANEL SEE ELEVATION o ARCH. � �� � �:�
<br /> OR DOOR DOOR OR BEYOND FOR REINFORCING #4 i �1 2 o.c. -I I li�i) I I i�I I _ �ol N � 3
<br /> PER ARCH. WINDOW SYSTEM ---��---�--�-� 2'-0" , � #4 VERT. � -� - � ,� � �� �o
<br /> SIDEWALK, PER ARCH. 3 SIDEWALK # a „ � 16"o.c. -���-���- ��.� �w � �,
<br /> r,
<br /> 4 HORIZ. � 16'o.c. � � � ._
<br /> PER ARCH. 6 C.I.P. WALL 1Y2" � `n �m o -
<br /> PAVING OR 4 NOSING CONC. SLAB - � ' � Q �
<br /> 2 � WEEP HOLE CLR. o X 2 � WEEP HOLE 1 -6
<br /> GRADE PER CONC. SLAB SIDEWALK, # (WHERE OCCURS PER PLAN � Q „ � �2 � CLR.� �� �� �, Q
<br /> A R C H. PER PLAN P A V I N G O R ; � � � Q
<br /> GRADE PER t CONC. SLAB � 48"o.c. � 1'-6" FREE- �
<br /> � 48"o.c. FREE-DRAINING
<br /> ARCH. PER PLAN � -� N BACKFILL �
<br /> 0'-0" - i a CONCRETE OR DRAINING CONCRETE °�° ��0
<br /> - - - - - � 0'-0" - - - = ASPHALT PAVING BACKFILL OR PAVING y Q� � p �� CONTINUOUS
<br /> �
<br /> � � PER ARCH. ��°° �
<br /> � - _ ,-I I I-I I �-p8 orPB HOLD 2" PER ARCH. � �°� � CONTINUOUS FOOTING DRAIN
<br /> •
<br /> ,-I I 1=1 I HOLD 2" - 3 „ I I I� i °j j/� CLR. o�o� o o � o �
<br /> �o • � - d d,8 0o ao • /4 LEVELING /\/\: o � � - FOOTING DRAIN o oaoo PER SOILS
<br /> -1 I I– i I—I I I—I I I- � ' >�\ �\ � o 0 0 ��` �
<br /> � � _,-i i o�9�p o C L R. -i i,-i�i- � �� oa H O L Q 2 ' G R O U T //�//�� o�l�_' P E R S O I L S � _ _ � I_ o�o E N G I N E E R
<br /> /\//\�j/\�j/\ q\°�o�\ CLR. ,\�j/\�j o" �go � o o=I I I= E N G I N E E R Z N v -� i i-�I�- o � o° o
<br /> \/\/\/ �/\\j\\/� \�\; P ER P LAN o o �- - a � O�o
<br /> �\�/\�/\�/' �\�/�\�/�\�/�\ � � • • • � � I I—I I I—I I I- ��Oe p � �, �
<br /> II � ,II iiilll- j/�jj�%/�, 0 2'-0" �\��\�%\�% � i p D i � � � i �-ii � � _� c, a . .
<br /> �.�\.�\,� � \/\/\, i � e o o � � z
<br /> I 1=1 I I-I I I- #4-� @ 24"o.c. ����\���\��� i • • � i �w o a, z _ O
<br /> Ili III � D w I �
<br /> ��_� � �—���- L-------=-------- _ . .
<br /> I I i—�j I Q 0 . -=�---- � U � � � N � d a ' 4 a d c , �
<br /> � D � � � - v � -i �-i i - v
<br /> 2-#4 CONT. D . . . w� � M' c� 5-#4 CONT. � Z
<br /> g" ' a a � � � �-1 I �-1 ' 1Y2»x3Y2„ KEY � � u--� —
<br /> BALANCE PER � � #4 C�? 16"o.c. #4 � 16"o.c. 0 7 w =
<br /> M I N. a - - - ' `+- L C/�
<br /> SECTION A-1.1 ;,� � - � ^/
<br /> �� • -i i�-�i r v 1y2.,x31,2„ KEY 6 #4 CONT. I..G.
<br /> 1 '-0" 6" 1' 0" � � Q
<br /> 11=111-III- CONT. FTG OR TURN 1'-0" 6" 2'-6" � �
<br /> -� � �-i i�- SEE FOOTI G SCHEDULE -
<br /> FOR SIZE & REINFORCING DOWN SLAB BEYOND 2,-6„ � � �
<br /> CONTINUE REINF.
<br /> THRU PAD FTG � �� �
<br /> (WHERE OCCURS) 4 -0 � Q � �
<br /> -�— �/
<br /> SECTION F- 1 . 1 SECTION G - 1 . 1 SECTION H - 1 . 1 SECTION J - 1 . 1 SECTION K - 1 . 1 3 °� � w
<br /> SCALE: 3/4"=1 '-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" �
<br /> Z � W
<br /> U r-
<br /> CONC. SLAB N � �
<br /> PER PLAN
<br /> (SLOPE PER � --- ----� NUMBER OF 2x6 HOLDOWN PER PLAN & �,.�
<br /> #4 CONTINUOUS �y2 � i i STUDS PER �
<br /> ARCH. � HOLDOWN SCHEDULE � Q
<br /> CLR 0'-0" � o o � » HOLDOWN W
<br /> 6 C.I.P. WALL `"
<br /> o � i i SCHEDULE - �.n
<br /> � _ _ _ ,i PER SECT. L-1.1 SHEATHING & NAILING �' N
<br /> �'-a" � HOLD 2" N � i � i CONCRETE STEM WALL PER SHEAR WALL Q c�
<br /> o „ a � z o o � STUD WALL � STUD WALL SCHEDULE
<br /> 4 i @ 16 o.c. o o a CLEAR � � AT SIM. SECTION - �
<br /> # �� °��°��_ °- � � � PLINTH� & G FINISH &�TB ICKENED FINISH & THICKENED P_1 1 U o `
<br /> I I-I I I-I I I �---�-----J P E R A R C H. i P E R A R C H. � S L A B
<br /> I i i �-i i i- L I COLUMNQ
<br /> #5 V E R T J � 1 6"o.c. 1�h " r I SHEATHING & SHEATHING & LAMINATE STUDS PER � �''` (�
<br /> X 6„ C.I.P. WALL , N
<br /> C L R. 6" C.I.P. W A L L � P E R SECT. L-1 .� � �`�"""�� "°" U l N
<br /> � � NAILING PER NAILING PER ��
<br /> PER PLAN �4 _�s J� AIL m HOLDOWN SCHEDULE) ���. �~,,�.�,
<br /> #4 HORIZ. � 16 o.c. AT SIM. SECT. � SHEAR WALL SHEAR WALL ,����,� � aa
<br /> HSS COL. PER PLAN SCHEDULE FINISH SCHEDULE FINISH a'
<br /> 0 0 `��:.�., ,,...
<br /> � 2"� WEEP HOLE 1 '-6" FREE- , „ CONC. SLAB PER ARCH. PER ARCH. --. ;,> �- �
<br /> � � 48"o.c. DRAINING CONTINUOUS � �1'_3�4x11x0 -11 WITH PER PLAN STUD WALL STUD WALL PAB ANCHOR BOLT �"�=-�--
<br /> � 4-3/4"�b EXP. BOLTS � PER PLAN PER PLAN & EMBEDMENT PER , STUD WALL f� w
<br /> � CONCRETE BACKFILL FTG. DRAIN o BED 6" MIN.) AR OH j PER CONC. SLAB CONC. SLAB PER HOLDOWN SCHED. PER PLAN U �
<br /> PER SOILS DET. SILL PLATE & SILL PLATE &
<br /> M-1.1 � ATTACHMENT PER PLAN ATTACHMENT PLAN
<br /> $ OR PAVING � ��o� � ENGINEER �YP __ m � w
<br /> � PER ARCH. ' o 0 o Q o = I (
<br /> a o PANEL LEG _ PER SCHED. PER SCHED. _ � W �
<br /> � �� � o -I I I� BEYOND o0 a � a � 9 0'-0" 0'-0" 0>_0» fT� N � J F o '
<br /> 0 00— o0 0 0o Ul
<br /> � � �—� � �—� � �- T.
<br /> o - � �
<br /> 4 0 o e
<br /> � -i � �-i i �- o O o I �� oopo 0 o e : �... ... � . ,,..... . � . a.: HOLD . _ _ _ a.� ... __ HOLD a � N
<br /> .� . . �P J` `;.. ^ - a . W W
<br /> _ •. ,
<br /> � z ° g a � X ii—iii�r J� J i�—� ii--�ii- 2 0 � � .. ._ � 2, - - - — - - - - — - �
<br /> � � a � 3 TIE�S�� �i � i i i�-i � r o a o CLR._� o � v o CLR. � a -a - � �
<br /> B � o �v J ia 4 � 16"o.c. � # � 1 LEVELING GROUT ��o° ' ' - o- �op° d a 4 000° o � a a ii a �
<br /> � a 6"o.c. MAX. a � � �
<br /> a # � � �—�� �—II �- — - - - _ � �—� � �—II �- Q . Q � ���i� � �l��� �- � � 41a a n � I
<br /> 3 � v i i a # � a CONC. PLINTH i i�-i � i � i i�-i �i- 4 - _ � d
<br /> � • I • I 8- 5 N � -I I I—� I I- � J Q N � d I I ° ° . z W W
<br /> c� c� THICKENED
<br /> � _ i ' _ _ i o" a PER PLAN 2-#5 CONT. I a � a . O U °
<br /> _ "' � �-1 i�-1� � TOP & BOTTOM 1 '-0" S L A B ENED • . • • SLAB a a a � (] �
<br /> � c� 5-#4 C O N T. _ � o a e a. a �
<br /> � 1Y2"x3Yz» K�' ° 4 4 a � � w - - - � � � � I I-I I 1=1 I I- V Z �
<br /> x Q = -I I I—� I I- J J O
<br /> `" a w � U � U U I I � Ili W �
<br /> � „ , „ o w � 3-#5 CONT. EXP. BOLT PER � J Q �-
<br /> 1'-0" 6 1 -6 a. > » #5 � 1 2"o.c. F O O T I N G P E R P I A N
<br /> o a TOP & BOTT'OM 3 -p SHEAR WALL z .
<br /> C N
<br /> � I _� � �-� I �- _� ��-I I �- � LL
<br /> 3'-O" SEE FOOTING SCHEDULE � � SCHEDULE � sheet
<br /> � � FOR SIZE & REINFORCWG a
<br /> �
<br /> � TI N - 1 1 S ECTI 0 N M - 1 . 1 S TI — — — �
<br /> 0
<br /> S EC 0 L . EC 0 N N 1 . 1 S ECTI 0 N P 1 . 1 S ECTI 0 N R 1 . 1 � .
<br /> � SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/a"=1'-0" SCALE: 3/4"=1 '-0" SCALE: 3/4"=1'-0" �
<br /> '' � 2 O F 10
<br /> �
<br /> �,
<br /> �
<br /> Y
<br />
|