My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
905 80TH ST SW 2016 MTORRES AMERICA Plans 2022-11-08 (2)
>
Address Records
>
80TH ST SW
>
905
>
MTORRES AMERICA
>
Plans
>
905 80TH ST SW 2016 MTORRES AMERICA Plans 2022-11-08 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/8/2022 2:05:50 PM
Creation date
3/27/2018 10:32:33 AM
Metadata
Fields
Template:
Address Document
Street Name
80TH ST SW
Street Number
905
Tenant Name
MTORRES AMERICA
Permit
B1608-080
Year
2016
Notes
NEW OFFICE MANUFACTURING BLDG
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
84
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
ca cfl � <br /> �� <br /> 1 I �- <br /> �- a <br /> I � .� <br /> 00 <br /> H <br /> � <br /> � <br /> W <br /> � <br /> J C <br /> Z O <br /> � � � ` � � � ` � � � ` (12)#6@6°oc� � i � � �., Z •> <br /> E Z o �a� <br /> � � � � � � ALONG GRID F � � <br /> �� L <br /> � W12x16(6) W12x19(8) W14x22 W12x19{8) W12x19 (8) W12x19(8) W14x82 W12x19(8) W12x19 (8) W14x82 W12x19 (8) W14x22 �� <br /> F _ N _ _ 10k 10k 14k 14k 19k 22k 14k 14k 14k 14k 14k 14k 14k 14k 14k 14k 14k t4k 22k 19k _ _ � <br /> , � 0 2 2`1 2 � �4) � � � � � '�' � � --' � � � � � � � � 4 `1 `1 <br /> Y N � � � / � � Y Y Y Y Y Y Y Y � � y ��/ ��/ ��I Y � � <br /> \ �O cD fD t0 t0 (O (D c0 c0 ` 00 OJ lO . <br /> 3 <br /> � - - - - S4.1 - - - - - - - - - - - - � � <br /> ' STAIRS N cV _ cV <V CV (V ZV ZV (V cV (V (V ZV lV CV i� iv _ STAIRS <br /> i oo � STAIRS � �. 1 � �.. � � � � � � � -. � � �. o ,n <br /> OPENING t- r- `� � � � � r" r' � � r- � r- `- � `- r' `� = <br /> �x OPENING � 00 �� " �� �' �� �� �� �� �� i� �i u u u u � OPENING <br /> U CO �� U U U U t,) U U U U U U U U U U N �� � <br /> � N V � � � .� � .� .� .� 00 �`' V c- • v <br /> �i N � � ov � � X ov o� o� Ov OV o� 0��0 o�v0 0� 0� ov Cv ov oV Cv �X / � �X O � A� <br /> � i � / CO � `�" N (O f0 CO Cfl C� CO CO CO CO (O t0 CO GO (O CO �> / `- `' •L. C V' <br /> ' N � c- �j' N � �- e- a- r r �- e- c- r �- � c- c- a-- e- �i N � � . <br /> N �> � N N N N N N N N N N N N N N N `- � N V � <br /> � > > � � � � � � � � � � > � 7 � > / � Q � S � � � p Q <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � <br /> , cfl gk W12x16(6) N - 8k W12z16 (6) ak � 2 N 8k ak r .� ci � ci V o � <br /> cv c�, �" �.. S4.1 54.1 �� W12x16 (6) <br /> r ��� � Y l� Y Y Y Y Y Y Y Y � <br /> r co ... co m co � �c cc cn m a- rn � rn M I <br /> (p Y Y Y Y Y Y Y Y Y X <br /> ; Y W12x16 (5) .�N W14x 2 (24) N W14x22 c=1/2'�' � W14x 2 (24) � W14x_2 (24) � W14x 2 {24) � W14x 2 (24) � W14x 2(24) � W14x 2 (24) � W14x 2 (24) � W14x 2 (24) Y� v W12x19 tD <br /> F 5k 5k M� 17k t�k 20k 27k� 17k 17k� 17k 17k'�' 17k � 17k� 17k 77k'- 17k � 17k� 17k 17k'- 17k 17k`� 77k co 17k 19k 14k � i <br /> G - - - �� � � �6) ,� �6) ���) x �' � (5) (3) � (3) �, ��`�'r i� <br /> Y �C ,Y <br /> d, Y� N OD y� � y� Y Y I Y N .1C 'Y Y Y Y Y .�. <br /> m '� r' ao m � � ao � o^I � m v � 1,�` d' � O <br /> � � � �k �k \ ( )� @ (7)#6 @ 6"oc `rX° �� � �� � w <br /> 12 #6 6"oc <br /> a <br /> � W12x16(4) _ �,, ALONG GRID'7' ALONG GRID '10' � o � � o � <br /> 'v v � ' i� M "v "v� � 'v� "v �r �r � � d- �t � v � ' � ��(O� P�� �� N <br /> N � v N � �� � �. � � � �. � � � � � � � � N v V" d <br /> � M M � � V M M M M M M M M M M M M M '� �� � - <br /> i i 11 11 II �� II II II 11 11 II �I II II II II II II II II � � a <br /> � U � � � ELEV. r. � � � � � N � � � � � � � � � �ci � o <br /> ,. � .-. ,-, .� _ ,-. .�. ,-. ,-. .-. ,-. ,-, .� <br /> o O � d- o � o p p�(�` �t �t v . a•`,o.p �t d� • °X° d' � v � � v v �t rr � � <br /> M M " � � `_ CO � .Ti `_ • ' , a•.�-..i .�.. 'V' � ��.. � . � `_ .�.. � .r'-. .r... <br /> CO (O •� � �. a; o �� R � .� `. � <br /> (O N � CO CO � (O X CO Cfl , _ .CO C4 > CO CO CO CO CD (O fD CO CO <br /> x T T x [� N l"� {� r � p . A� �O•�T r > � � e- � �- �- e- � � � . <br /> � � � . X x X r' x K X � . � X x X X x x X x x X x x . � <br /> N N N N N � <br /> > � �,o.o v N N N N N N N N N N N � <br /> � � > � j tk tk > � > � > � � > 7 > � > � � > � <br /> > > W12x16(4) <br /> 4 '�- <br /> � � (12)#6 @ 6"oc S4.1 <br /> ALONG GRID'2' � ,� Y Y Y � � � � � � � ,� � �, � � � � I <br /> � W14x 2 24 � M ^ �� � � � � � � � � � (� ^ � (9)#7 @ 6"oc <br /> H - - - - - - � 17k - � � i�k z2k W14x22 c=1 2 23k � � W1 x82 e � 15k 12x 9 (12) 15k � 15k W12x 9 (12) 15k 15k W�2x � 15k ^ � �'" W1 x82 �� 15k W12x 9 (12) �5k � »k W14x 2 (24) ��k � 17k W14x 2 (24) ��k � _ ALONG GRID'12' - - - <br /> � � (�) (3) (7) " \ Y - - <br /> � <br /> � a <br /> Y Y � <br /> � <br /> � <br /> Y (8)#6 @ 6 oc \ ° � <br /> ALONG GRID'H' � <br /> 5° SLAB OVER 22 GA W3 � <br /> N FORMLOK DECK PER I.C.C. � � � <br /> 0o u p ao 00 0o u u n p <br /> � REPORT NO. ESR 1735P TYP. � � � <br /> � � � `r° � � � � `'r° � SEE GENERAL NOTES � � � oNo ao 0 00 � � <br /> O x CO N N N N � <br /> (V N � CO t0 CO N <br /> � r r 'r T> l>� l"' � l>� l� r r l"' <br /> � N � > > � > N N N � <br /> � � � � <br /> i i � i i i i i � � � � i <br /> . � ' Y Y� / tYp � � . . . <br /> J - - � - � - - -^ 14k W12x19(8) 14k� 16k ^ W12x19 (13) 16k" - - - - � - - - - � - - - - I - - - - -� - - - - � - - - - 14k W12x19 (8) 14k� 14k W12x19 (8) 14k� - - - - � - - <br /> i i i i i i i i i i i i i i <br /> 7'-6" 12'-6" 20'-0" 20'-Q" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" <br /> 40'-0" 120'-0" 40'-0" <br /> � � � � � � � � � � � � � , <br /> 240'-0" <br /> 1 1 .4 2 3 4 5 6 7 8 9 10 11 12 13 <br /> �� <br /> OFFICE 3RD LEVEL FRAMING PLAN � <br /> 1 1/8"= 1'-0" <br /> NOTES: <br /> 1. TOP OF SLAB ELEVATION IS [ '- "]ABOVE REFERENCE DATUM 0'-0° <br /> 2. FOR GENERAL NOTES SEE SHEET S0.1 <br /> 3. VERIFY ALL DIMENSIONS WITH ARCHITECT DRAWINGS <br /> 4. SLAB LNE LOAD = 100 PSF (REDUCE PER IBC 2012) <br /> 5. TYPICA�SLAB THICKNESS TO BE 5". SEE SECTION 1/S5.1 <br /> 6. PROVIDE 6x6xW1.4xW1.4 W.W.M. @ CENTER OF SLAB ABOVE THE STEEL DECK <br /> 7. BEAM KEY: � <br /> NUMBER OF 3/4"x4"W.H.S. <br /> SPACED EQUALLY ALONG � <br /> BEAM U.N.O. (SINGLE ROV1n <br /> � <br /> BEAM SIZE � CAMBER � <br /> iak W12x16(8)c=1/2" �ak � <br /> � <br /> REACTIONS <br /> a <br /> � <br /> W <br /> � <br /> � � � <br /> � � <br /> O �-- � <br /> � �-. � � <br /> � � > <br /> ° � oU W <br /> s <br /> V <br /> � <br /> a <br /> M <br /> � <br /> � <br /> M <br /> cn � <br /> i � <br /> rn N <br /> N <br /> � N <br /> o N <br /> v, M <br /> 3 <br /> v (p <br /> �' O <br /> o N <br /> u� <br /> I <br /> N Q o <br /> cfl <br /> rn <br /> c Q N <br /> v _ � ..-. <br /> � <br /> � 0 � <br /> .v N . Q <br /> � N 3 <br /> '� Q v, <br /> O w <br /> o z F, J <br /> � � N <br /> � � v F- <br /> c Q <br /> �j Q_ Q W <br /> � � W w � <br /> v� Z � <br /> J � ° <br /> � � W W <br /> � � _ � <br /> � � � = N <br /> �, � w <br /> � Y <br /> ; w w � � <br /> W v � <br /> L 2 ¢ <br /> � LL Q M <br /> � Q J Q � <br /> � � <br /> N <br /> O <br /> � <br /> S @@ � <br /> j 0 <br /> � � <br /> a� - � <br /> � � S 1 . ;� F <br /> 0 <br /> % M <br /> _.I <br />
The URL can be used to link to this page
Your browser does not support the video tag.