HomeMy WebLinkAboutB13-0220 B13-0221 REV1 plans approved �t-
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�u" t;'; �� ' `%� � r �
a :r r �r � u � t� r ra � » � » f ss f » � �§ y? �
2 - 6 1 f 2 4 — $ 1 f 2 7 - 1 13 — 9 1 f 2 16 — 6 ''� � 9 - 0 3 - 1 9 - 0 2 - 5 1 /2 �
STEP /' ,�� �.��� �� �'
T. O. �. 2' - 5 1 /2"
���. �
� SPREAD FOaTING SCNEDULE `j r � � , r , . �
~ , , �
` TYPE SIZE REINFORCING , � y, f (
� � � � (�"� ('� [� ('� � �� x � : (� OR TH � �*.4' T. O. W. = 8618' - 9 3l4 (V. W AR H . ) A , s , _ , , _ �: �U, ; �: � ,.,_. . : �'
V � � � �.f � 1 � � ! V S � ALE . � 4 = 1 - (� `� T. O. F. = 8611 ' - 6 2 - 0 x 2 - 0 x 1 - 4 ( 3} #5 s x 1 6 EA. WAY
PLA �I NOTES ( � � � 2' - s x 2' - s x � '- o (�) - ��' s x 2' - 0 �A. wA �
� � �r. o. w. = ss � s'- 9 3j4 ( V. w AR H . ) c 3'— a x �' — o x � '— a (4} — #�° S X �'-- s �A. wa�r
1 . E�EVAT( ONS OF CQNGRETE FflUNQATiON ELEMENTS INDfCATED ON PLAN 7HUS: i T' 0' F' - 8609 '- a '
T, a. W. = TOP OF CQNCRETE WAL� T. Q. F. = TOP t?F CQNCRETE FOQTIRtG ' 2 �. D 3'- 6 x 3' - fi x 1 '- Q (4) - #5s x 3'- U EA. WAY
T. Q. W. = 8612 - 0 �$ 8' - 9 1 j2" �- � w co
T. O. F. = 8604'- 0 I �. E 4'- 0 x 4' - 0 x 1 ' - 0 ( 5) - #5' s x ,3'- 6 EA, WAY �' a �
2. TOP QF FQQTiNG E�EVAT{ 4NS ARE BASED ON FINDING ADEQUA7E SOIL BEARING , , „ � �u� a
COND1TfONS AT THAT QEPTH . �QNTACT ENGiNEER ! F C?VEREXCAVATION IS REQUIRED . ( I � - 6 o F 4'- 6 x 4' - 6 x 1 ' - 0 ( 5) - #5' s x 4'- � EA, WAY � � ,-`�� � � �
¢ o 00 00
E— � cn rn
3. STEPS IN TOP OF C�NCRETE WAL� INDIGATED : ____�� T. a. W. = 8& 12' - 0 p 10' ' - 6" 13' - 5" Z -� � � � � �
4. CQNTINUQUS CONCRETE FOt?TINGS ARE CENTERED BENEATH CQNCRETE Ft�UNDATI �N T. O. F. _ $601 ' - 6 r ( r � � � � ° � �
WALLS UN �ESS NQTED OTHERWISE. I � `�� 'I � rn � w J ��
T. O. W. = 86Q4' - 6 —� ,� .� � � � o a
5. CONCRETE FOUNDATIQN WALLS ARE 8" THICK AND C4N71NUOUS FOOTINGS ARE 8" T. C7. F. = 8596 ' - 8 � _I � L `° � °� ""
T. O. W. = 8618' - 9 3 /4 ( V. W/ ARGH ) BEARING P � ATE SCHEDULE --� �
THICK x 16 " WIDE UNLESS NOTED OTNERWiSE. � T. 4.P � STEP � T. O. F. = 8606 ' - 6 � c
6 . A�L OPENINGS ANQ STEPS IN GQNGRETE WAL�S SHA�� BE VERIFIED WiTH ARCHITECT S� � � '� �,�a T. O. F. r� TYPE SIZE PLATE � �'
AN � CQNTRACTOR . C , � � . ,� �} ! Q q� �- r�.
7. POSTS FROM ABOVE ARE iNDiCATED: � / � rrr \ � :d- d � ~ p `j' 1[� Yz x5 x0 - 8 [�] � _ � � � r.
• M �,,, � � �- -L]2- 9 "x5,.x0, - 10 � r`` � �I `i
STEE� COLUMNS FROM ABOVE ARE INDiCATEQ : �❑ / �` ,�' �
� '�' °° rn �,
,.- .-
/ Y,,,..- '� �,. �_ I .- `\ STEP � r i �3 �,z,t�� t, X�� - 6 • � • � � a � rn
8. DQ NflT SGA�E DRAWINGS. �,,r' � 3' _ � " T. O. F. - m
.- ,-,.-o
,/ 5 CONGRETE S�AB ON " CLEAN "' r36 ' �'✓ r3� 0 Yz"x7" x0' - 7 �D ,� o =' ° Q
GRAVE� BASE �N U DIS URBED GRAD� — �
Ua d ? �v�
OR Ct?MPAC?"ED S RU TURAL FILL PER � � Q Yz"x��'zX�'_ �Yz
. SOILS ENGINEER . REI FORCE S�AB � STEP
I ��q? WITH 6x6 - W1 . 4xW . 4 ELDED WIRE �. � ( � T. p. F. °Q 0 Y2" x5�xQ' - 11 m
^� FABRIC THRC?UGHQU . RQVIDE 1 1 f4" . � c•i T. O. W. = 8608' - 4 M o I 00
� ` DEEP SAWN OR TO �ED CONTROL f GQNG � � _ � °�' � � �i
�` �, I � JOINTS AT 15' - Q" AXI UM SPAGING �2 � `('��' ` � � T. O. F. 8 5 9 6 - 8 ¢ _ , t, rn
� ''� EACH WAY. � p\�.-4�'' � .,� � — — �� 1 - 0 �
I r� I 8602' - 6 N � �- - - - . . ' in
� i� I q T. O. SLAB — T. Q. W. 8 � 18 - 9 3f4
_�
, ,� � „ ,r�3 � � 12' - 8 1 f 2" T. O. F. = 8602'- 7
I ( �, 1 - 3 1 f8 12 - 6 3f8 � � -}
� I � T. O. W. - 8617' - 6 � `�'� ���&� ��� � �
� .
�
�
� ( � t
� - � _ _ ;� � 8 I T. O. F. = 8802'- 7 � � �°�� �'° ����°�� �����
� ��, — ' S10 b" " °
� � � � � � � �� ���� �� � � �� �� �� � �
, � � _ � `n S8 ( � �s � � � � � ��� � �
N � I � - - - `,,,, ,�� � � �����°` �.� �� � ,� ���,.
� � l.� .� _ BM . PKT. - - r. �°'N' �1,� �- ".,�
____�_ -- � �� ��� ���'��,tr��.,��
STEP � � � « ' � ��o° `°� �.� �
T. O, F. T. O. W. - 8603'- 0 � , � 5'- 1 1 f2" ( - ° w� `.�ti �-•��w.� . . rT1
� '` T. O. W. = 8603 - 4 � it� _ � � �� � ��,,..,w � � h-�-1
T. O. F. - 8596 - 8 `n � '` M�'"'"
-- � -��.., .,,
\�, � T. �. F. = 8596 ' - 8 a r,.3 � ���._,, � W . �4..
c} fi ;� A � ,� , _ �„ � � � h--f
�7 � S4- B �
T� O. W. = 86 �3' - 0 � � � � ,_ „ 8699'- 3 � (�
I T. a. F. = 8594' - 8 8643'- fl 8 0 „ P RIM T R , TYP . , „ , ,> � �
� � � 3 �T. O. SLAB ( � � 2 - 9 1 f4 20 - 4 1 j4 NOTE; V£R{ FY EXTENT C1F SITE .�
a\ I I 5,� � � BM . PKT. _ , � T. O. W. = 8618y- 7 WALL AT EA. SIDE OF BRIDGE
'� 10 3f4" r� T. O. W. _ 8619� - 3 T. O. F. = 8607 - 0 ���� �'
0o b , � �, � (� T. O. F. - 8602 - 7 °' Wf ARCH . �
� F �
i�. o0 16 ' - 2" 3' - 10 1 /2" 5' - 9 1 /8" � I ifl �7 r. � � � � �� �
1 , STEP STEP �� � i--�
� T. O. F. � T. O. F.
� � � � �
�- 6
\
`� T, 0. W. = 8619 ' - 3 � � � � ���'� � �
STEP ° T. O. �, = 8618' - 9 3 j4 I I []4 � BM .
T. t?. F. � � T. O. F. = 8602' - 7 � r - ��� � � T. O. W. = 8619 ' - 3 � _ � PKT. I � �
._. .� � � ° T. O. W. = 8618� - 7 T. O. F. = 8607'- 0 � ( ' �} �
- - - _ - - - 5 .- T. O. F, = 86fl7 - 0 T. Q. W. = 8618'- 7 ( � I � � F""""'�
� 16 ' 5 1 /8" S8 $6 � 9' - 3 T. O. F. = 8612'- $ e'."�
I � _ � 2 3/8" C I T. a. SLAB (� 8619' 3 � �
PERiMETER, TYP . T. O. SL B C� I � � � � �
� � � — � � — � � I PERIME R, TYP . T. O. W. = 8622' 0
� T. O. W. = 8603' - - - - - - w w I � T. O. F. � = 8612'- i � �� �
� , _-�.^_ � — a m � m
T. fl. �. = 8600 - 9 7f8 � , � c i � � o T. O. W. = S�QPED � ( � �
� �5" CONCRETE 5LAB ON 4" CLEAN T. �. F. = 8595' - 7 �,J � , I � I I T. O, F. = 8624 - 8
T. O. W. = 8603 - t� S�OPE S�OPE in � �
T. t). W. = 86tJ3 - 0 GRAVE� BASE ON UNDISTURBED GRADE cs /` � � T. O. �. = 8800' - 9 7/8 --+-- --- _ �t- (
;�. T. t�. F. = 8592' - 8 OR COMPACTED STRUCTURAL Fl �L. PER j / T. O. �. = 8595' - 7 I SLAB SL4PE SI.AB SLOPE � ( I �- -
� S�ILS ENGINEER. REINFORCE SLAB �'-. ,,-' �r � � � � 1 '- 2 1 f 4" ~ SLAB � SLAB ,~ � ti,, �
Wi7H 6x6- W1 . 4xW1 . 4 WELDED WiRE �.,� I T-
� 5TEP FABRIC THROUGHOUT. PR4VIDE 1Y4" ''"� '�-- \ "' � � " �i �1 � � ..�-°
�'' TOO�ED CONTR4� JOINTS AT 10' - 0" � ''`� -''r ` �
rn I I �
� � .�. � 1 4" � �
T. Q. F. MAXIMUM SPAGING EACN WAY. �g � � p \ a f � , � � $ � �
� -''I �' u' l�� � 1 '- STEP 8fi19 - 1 1 2 8fi19 - 1 1 2 { ( �
/ / �'-. �z, ��., � T. O. F. T. O. D AIN T. O. Q AIN � � �� � � C� � � � � 1
� �, �r. o. w. = sso3' - o ,/ ,�' �20 - � � � c��''
T. �. F. = 8588� - 8 ,,,.� \ _ 40 , �
�''� � �„ �G� � �. �� 1 �
� ,,,-rt ,�,- T. o. w. _ �� o�' — o � w i �
���J T. O. �. = 8600' - 9 7 /8 . � m � m I ( } �.
1S
� / 3 T. �. F. = 8595' - 7 � �,� � � t� .`. ____ 7 1 /¢„ I8�? � � � � �» � � � {�
. 1 � � S8 �� �-'� T. O. W. = 8619 ' - 3
I � ��
� � g ( ' T. Q. F. = g595' - 7 i � � desi ned b MPSjJMO
� S7 _ � � Y
,� � BM . PKT. T. 4� �. = 8601 ' - 9 7l T. Q. W. = 8622' - 0 I F
�, ,, _ , s� � _ T. o. �. = �so�' — o �-- — —� �. � �, drawn by MTN JMO
�� STEP ° � ° 10 3/4" $' - 2 1 f8" °0 I �. � �- checked by KF� M jTDH
MATCH �INE � �, �, � T. O. F. �, � / � _.__ � ,.. : �t-
�. .... ._ �. �
� � STEP � - _ _ _ _ _ _ _ ISSUed
� I �" / �'' � / _ _ � :d. T. C?. F. I 0 { STEP I 0 � BM . I
� ,,� / ./ ,� � �; � � '— o �/�" s ' — � � /z, � .� �. T. o. F. PKT. PERMIT 06 /05 /13
� U� � ° � F � — `j MATCH LINE ��� � I CC} 07 f 10 f 13
ti �'' ,��' /� � T. Q. W. = $600' - 9 7,/8 1`�' rg Q g �, SLAB W 5' S � 12" EA. .... ._ ,� � � �... � .... � �.. ,� ..r
.
/ �. 4. �. = ���$T— � WAY C�D ELEVA�OR T, Q. W. = 8618' - 0 { V. I . F. ) �Q�4,�' S8 REVISED C� 7 f 31 f 13
STEP ,/ r/'� ,,/ T, O. F. = 8595' - 7 , _ ., , _ » , ,r 'c?
� � � � j2 11 s � /2 2 — s � /4 i REVISED o � /2a /� �
�
»
T. o. F. '�- � o � ���'' ° REVISED 1 � j02 f 13
� S10 � � 9 4 �C, ,�..�Q '
� � ,,,,� ' �,r. 57 — w S8 ^ � ,,
CRAWLSPACE t , „ , „ F F ,���,��,., REVISED 1 C} 30 13
\ �� � r� 12 5 oa 7 - 6 1 /2 I � �- -� �-
l � � h � � � � � j — _ � , _ �>, �
� 1� , �'�o � �. �, � I _ - - - - - I I
�, , -
� ,,,- �,, --�- �, -'-- 1� — — — �L � `� � _ � 1 0 � � o � Sh ��t
1 ` � � f,- O 2 .�'� T. Q. W. = 8601 ' - 9 3f4 STEP ° l_ � .J ��� � � _. �
S7 � 7 �,,,- � T. O. F. = 8595' - 7 T. Q. F. � 7' - 3 1 j4" 12' - 8 3f4" S8
�` � ' s7 �,,,- `� / 2o' — a" � o, _ o„ 10' — � � /a„
/' ,,- ,�
� \ � T. O. W. = 8600' - 9 7/8 t� f /'� - � r'O�
� T. O. F. = 8586 ' - 8 ,� ,�`� 1 + ,,.�, '`� -/ _�,�8602 ' - 1 1 2 � ��'� 3 NO'IEz CONTACT ENqNEER T+� `
� .-°'� "'� 0 LAB � —r,,, g� CbORDINATE REQUIREt�lENTS
� � � . p� -�. � T. aW. = 8641 = - � ���- � � ,�� � AT ELEVATOR PIT.
� T. o. F. = 8595 - 7 -'� �,,.- S� ,��
�° . 11 \ �r. o. w. = asoo' — � 7/a �, r' ,��i' / �BM . PKT. \ . JC� B �0 � � 6 - 18
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C� ,� N
•� 4
2x6 STUDS C� 16i, �. 4.r. W � Q � � r
f CONT. L PER SCHEDULE U � d o � �
1 j2„ PLYWD. OR OSB SEE SHEET S2- A z v r�- �' °7 °'
SHEATHING c Q o � r� r�
1 j2" EKP . MAT'L, TYP . tJ7 � � c� � rn rn
�' p�, �p �,,� J .--..-.
NOTE: THIS DETAI � MAY BE 1 f2" �i x 10" A. B . 's C� 48" �. C. „ z � r'� �= h- o x�
USED AS A SUBSTITUTiON STONE VENEER IN CONT. 7REATED 2x6 R g� q1 ' - 7 4 CONC. S�AB PER PLAN �( •� c�, � � ,� �
Ft7R 8jS8 PER ARCH . T. O. W. � �y co cn � ......
VARIES, SEE PLAN � �
BI.KG. AS REQ'D 2x4 OR 2x6 1 j2„ EXP . MAT'L, TYP . 1 f2" EXP . MAT'L, TYP. STQNE VENEER a 4: T. O. S�AB � � �'
Z
BTWN . STUDS � STUD BRG. WAI.� PER ARGH . ' � . a � � � � �
5" CONC. SLAB PER PLAN 5" CONC. SLAB PER P�AN p . ;n � � � � � �
TRERTED PLYWD . BTWN . _ . . .. 8602' - 1 1 2 t �, �- i i
CaNC. AND CONT. TREATED 2x6 �' WJ 8602' Q � � T. O. W. /T. 0 S�AB 'P- , „ ° � ,l%� ,� � ( �) -- #5 s CONT. C� � � � �
STUDSfP �ATES 16d DRIVE PINS C�D 16 " O. C. T, O. SLAB j : o - � o d� a a #5 s CONT. HORIZ. C� 18 Q. C. �4����.�� � THICKENED EDGE �� .+� p o rn rn
CQNC. SLAB PER PLAN ti � tll1
p ° g°� � � � � ,-.,-.
"� � ax
`t- , �������, ° �` ci — r� ¢
$605' - Q � i�i�i�i:� � � r�n ti > °....' �
4 ° ° . a � � � - T. O. SLAB � ( 2) - #5 s CON7.
� d � � �� ���� Di�ii�/� ,�
Q. . . d . a , iry {� THICKENED EDGE �i �i � �i��i' i�i � ..
ii
� • . � . 8» v ��i� �
�`i��`%��%�`� � _ '��j�'�%'��'��%% c, CON T. L PER SCH EDU LE ���
.�,,���0����� �. � ��� � r r r. ,—
��/ �f��f� , SEE SHEET S2- A ° �
(2) - #5's CONT. HORIZ. ��'`; �i� — C(7NT, L PER SCNEDULE
a .
TOP & BQT �Q` ��+ � � ' SEE SHEET S2- A
� 1 j2" EXP . MAT' L, TYP . 4" 4"
,� : ° �»
i�
8603' - q ° °
d
T. O. W.
QPTION 3 5„ CQNC. S�AB PER P �AN °d #5's VERT C� 16 " O. C. �
� a ; a 4 a a.. ��
� SCA�E : 3 /4't _ � > ^ � �, �602, - 6 - : - - a . .� �� � ..
S10 T. O. SLAB C� b _ O d � �q � �
b Q= \f\��\\��\\�� � .
( 3) #5' s CON7 HORIZ. - � r�Di��ii.r,
� }� { TaP, MID NT. , AND ¢ �. . ° ��� °,; ��
BOT. ) { 2) - #5's CONT. ����������,� ° 4�, � � � 4 4° r�
� �
�� �p ���. X o C� THICKENED ��DGE ty ( 1 ) - #5' s CONT. 5°s CONT. HORIZ. C� 12" O. C. # �
cv � � � HC?RIZ. t� TOP # 5 aW�S x �
° „ � ° #5 D WLS x �° � }-.-{
d :x 2t_ � a c..� C� 8 O. C.
�' � 16 " fl. C. L � �
d . „ �5 QyWLS x � �,.,.-----.,,-" q � �5 CONT. HORIZ. � �_ 2 7„
STONE � t� 16 O. G. ° C�D 16 " O. C. #5's VERT C� 16 " O. C. � ( 2)- �5's CONT. � �
dRiVEN INT� �" s� x4" NQLE 8" �' a HORIZ. TOP & Bt7T. -�
VENEER PER ;� SLAB ON QECK PER PLAN � � ~
�
ARCN . N ° � � #5's C� 16 " O, C. TRANSV. � � � MIN . � _ ° ( 2) - #5's CONT. � : 6 �5' s TRANSVERSE C� �-�{ �j
.-- --� / � G 1 Ti` J[5 DWLS x -� HQR1Z. TOP & BOT. ° � q /� /^� W
(.� r » � \\����,\\%��j���f � d � 71' » � , . � C� � I � �i 1l. L. ��
. a a �- �5 s C� 6 O. C. L O N G I T. � ������}%�%� � C� 1 6 O. C. � , 8593 - 6 � �
. _ . . . . � �� ���'��y''������ Q u- 8598 - 6 �
T0F
a . .. _ , _. . rvr . < - ..:- : . . , . . . .. : VA€21ES � � �v~\�i���� � 1 p" T. O. F, o s� d . _ . . . w F-�
0
a � i� ��� i � - � � ca � . �
Q a T, O. CONC. i�� ��ii����� i�� „ FOOTING TO BEAR ON ° �' � � ( 4)- �5's CONT. ° � �" a 4 . d � ° a a ` 'r� �
� d ' a a ' o . \/\ \�\ /\ \ !p�+� _ � ` a �' d . � t`'J� — #�J' x$ �i�� T, „�
• • �!r * \/�\/\�� \ a � ADEQl1ATE SOIL � F" RVJI .- �ONGiT. a " d'
VARIES �y�� �� � � a DEP'iH OR BEDRQCK ------..
Ho�� z. � �
T. �. STL. ���C���� � �,F � PERIMETER DRAIN r�
CONT. EDGE ANGL.E � a% DW� FTG. T0 � BEDRQCK w J �� » �� PER SOI �S ENGINEER c.� g g 1 — g
/ PERIMETER DRAIN c� -a „ „ , „ .,
8x4x1 /2 � -�-�,�, '' � ��) — #7" s LaNGIT. ts� 12" U. C. � _ 4 �6 DWL sx24 DRIVEN INT4 PER SOILS ENGINEER c..� � g g _
t '} 3/4"�x6" HOLES C� 18" O. C. ° � �
'- (C� EA. FLUTE}, TYP . ►� �, � �„ E..{ F--�
1 '- 8" ,� -�
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