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3315 SEAWAY BLVD 2018 Plans 2022-11-29 (2)
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3315 SEAWAY BLVD 2018 Plans 2022-11-29 (2)
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Last modified
11/29/2022 2:31:47 PM
Creation date
1/8/2020 1:18:59 PM
Metadata
Fields
Template:
Address Document
Street Name
SEAWAY BLVD
Street Number
3315
Permit
B1810-016
Year
2018
Notes
TI ALTERATION ADDING MECHANICAL MEZZANINE
Address Document Type
Plans
Imported From Microfiche
No
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BRACING � <br /> � <br /> T � � � I I � z � <br /> I I <br /> I II - - � I I� - -� � - � i i � I II� (n � � <br /> � <br /> I I _ _ I I - - � - � - I I � � F= � �- <br /> I I I I I I z � � z <br /> I I �, I I N N N I I � w �_ ° o <br /> COLUMN PER PLAN� I I COLUMN PER PLAN � � � � <- I I a v m U <br /> I I � � � `- � � PERI8 S3R CONN. � � CONNECTION � O O O O <br /> I I 1/4" PLATE 1/4" PLATE I I � <br /> I � I I � � PER 2/S3.1 � � �- f- <br /> I I � � � � m m m m <br /> I I I I <br /> I I I I � � � � <br /> I I � � I I <br /> I I � � <br /> 0 <br /> z <br /> � <br /> 0 <br /> N <br /> W ao , <br /> ❑ o <br /> SECTION � ECTION SEC�ION � ECTIC�N SECTION <br /> 1 3/4"= 1'-0" � 3/4„ = 1'_0" "' 3/4" = 1'-0„ 4 3!4" = 1'-0„ � 3/4" = 1'-0„ <br /> . � <br /> Z <br /> O <br /> _ � <br /> � w <br /> II W cn <br /> z <br /> H.S.S. PER PLAN II � � <br /> � GUARDRAIL PIPE 2 STD �� z w <br /> x42" MIN. FROM TOP OF GRATING � � BEAM II � <br /> (48"oc MAX SPACING) � � TO CQL. <br /> I I 1/4" �� BEAM PER PLAN H.S.S. PER PLAN BEAM PER PLAN Q W <br /> 1/4" PLATE II � � <br /> I I 4,, �„ ❑ � <br /> I I I I BEAM PER PLAN 3/16 r � O <br /> � � � _____ -i-== -- - _-�.___ ===r=====____ � <br /> 3 SIDES I I GRATING PER PLAN � � � /� _ U <br /> CONN. PER SECT. 6/S2.1 � � 3" MIN. � \ �/16 ^/ C \^ � <br /> 3/16 I I I I � ANGLE TO �� (� "' <br /> � �i . > I�- � II � � � <br /> [PER PLAN] I � � /� � �\ �\ PL. TYP 1l4 �i �I ��\ (I- �z a <br /> �--- -- COLUMN PER PLAN� � � / � �� a / II � � <br /> sr-, <br /> � i C8x18.75 COPE � � , II II �� <br /> POST TO � 2" I I � �i AS REQ'D. �� II �� � <br /> T&B OF PL. 2,� I I // �� 3116 � II PL. TO TOP II <br /> � � � , 9 3/8" II 10 3l4" ��4 FLANGE TYP. �� 9 3�8�� <br /> I I r� � �� II � <br /> I I �� �/ <br /> / II � o <br /> BEAM PER PLAN I I / , H.S.S.4x4x1/4 PNANE PER II �{��_, � . b��yf� N <br /> 1/4" STIFF. PL I I ,/ � KNEE BRACE � � <br /> I I / � � BALANCE PER 9/S3.1 � �� ��� o <br /> I I �i � � ' <br /> z <br /> I I // � w � 4� �' a � � <br /> � � / �/ �+ �,�,���\�� �'�`��� v�i <br /> � <br /> a <br /> I I '�I�, \j 4�' Q <br /> I I �. <br /> 3/16 <br /> TYPICAL GRATING & GUARDRAIL DETAIL PLAN VIEW PLAN VIEW <br /> SECTION SECTION SECTI4N SECTION SECTION <br /> � <br /> 6 3/4"= 1'-0�� � 3!4"= 1'-0�� g 3/4'° = 1'-0�� � 3/4"= 1'-0�� 0 3/4"= 1'-0" Q (/� • <br /> � � � <br /> �- W � � <br /> � <br /> � z U Q <br /> � � � � � <br /> f`—^ Z � �6, <br /> VJ W � — � <br /> (n � CO <br /> w � N <br /> � � � <br /> PL. TO TOP PL. TO TOP PL. TO TOP � N N <br /> � � � <br /> II ��4 FLANGE TYP. �� ��4 FLANGE TYP. (� ��4 G • . X <br /> I I II II z cn ,� � <br /> II II II � z� � <br /> II II II � � � <br /> � � II ' � II II � � ~ � <br /> I I � <br /> \�\ ,// \��\ 4 II /��/ �� ���/ 1/4"x4"x1'-4" PLATET&B � � �•� <br /> BEAM PER PLAN H.S.S. PER PLAN � > jj � � BEAM PER PLAN �� �� I �� TYP � � � � <br /> L � <br /> � � 1/4" PLATE �\ �� /� I � <br /> � � BEAM PER PLAN � � �/4 W � � � <br /> � � � jj - � I <br /> -- �°-------- ----- iee— -------- --t° --- ------- I ------- <br /> --- -- -------- <br /> --= --- ------- ----------- <br /> r- ----- -r--- �� ;� �; <br /> II �� �i <br /> 1 � �� ANGLE TO ^/ \^ , �� ` II <br /> ��� II PL. TYP ��4 , ' � � ' � �� �I ��\ BEAM PER PLAN <br /> I I <br /> /� � �� �� ii Q,, �\ //� ij ��\ II CONN PER4/S3.1 <br /> II � � II � � II <br /> I I <br /> II II �� PL, TO TOP BALANCE PER 1�/S3.1 <br /> 10 3/4° ii 9 3/� II 10 3/4° ii ��4 FLANGE TYP. � <br /> �� jj ii �' <br /> II �� BEAM PER PLAN II Q <br /> BALANCE PER 9/S3.1 � <br /> w <br /> � ._., <br /> � <br /> PLAN VIEW PLAN VIEW PLAN VIEW F'LAN VIEW o <br /> � � m � <br /> Q <br /> � >- O <br /> � p � � �- <br /> @ . � W � � <br /> � SECTI UN SE�TI ON SECTI ON � ECTI � N SECTI C� N �- z <br /> � � Q <br /> � - <br /> n � � 314" = 1'-0�� � 3/4" = 1'-0„ 13 3!4" = 1'-0�� 14 3/4° � �'-0„ � 3!4" = 1'-0" � � W � <br /> � Q.e � (� � <br /> ai <br /> �, � �,✓ � Q <br /> o BEAM PER PLAN CONN. PER 17 17 � � � � � <br /> � � 2/S3.1 TYP. <br /> � 53.1 S3.1 � � � L <br /> 0 <br /> � � � <br /> � i ii � � il I ' ----�-------- ii � ------vss--���� ii -__-____ � (f) <br /> � i i � � i i ii �-=i��=- ----- ii � � � W <br /> � I I I I CHANNEL PER PLAN II 2 �� II (,/) � � � � <br /> � I I � 1 I II BEAM PER PI�AN S3.1 �� BEAM F�ER('LAN �� CHANNEL PER PLAN � <br /> I I PL. TO BEAM I I � � II �� II o w � > <br /> � i i � \ ��\ ��4 AND COL i � COLUMN 11 II � � <br /> I I Db,/VN II BEAM PER PLAN � � � <br /> CONN. PER 7/S3.1 �------ II I � <br /> � I I � � I � PER PLAN CONN. PER 3/S3,1 CONN. PER 8/S3.1 CONN. PER 2/S3.1 � � � II �� I � <br /> @ I I \\� \ ! I i i BEAM PER PLAN CHANNEL 53�1 �� II � �$ (� � <br /> y I I I I � ( PER PLAN 8 II � �� S3.1 CHANNEL PER PLAN � � <br /> � I I I I ;� � ���\ � I I �"MIN. �vv-v�_�_- so �� S3.1 � 17 II 18 II � „ � � <br /> r , I I I II <br /> � I I TIJBE STEEL � � '� � II <br /> I I I I <br /> n 1!4 5" MIN. TO PL. � \\� I I II S3 �� BEAM PER PLA Q <br /> I I I I � � I I � COLUMN PER�LAN �� S3.1 � � <br /> � � I I � / �� II �� � <br /> `� �� � I I r � � <br /> �' �� I I � i� ----____—__------- _ � � <br /> __==�_= --------------- ------- � <br /> v I I ! I \� BEAM PER PLAN I I // i�/ 3/16 �' m� � m� � <br /> �n I I �� I I O 9 � i w � <br /> @ I I � � 10" I I I I i� � I I I I �� w � <br /> � I I �� �� I I I I �� /� �EAM PER PLAN I� BE,�M PER PLAN I I �� BEAMIS ABOVE � � <br /> � �, COLUMN PER PLAN � � ( PER PLAN <br /> „ I I H.S.S. 6x6x3/8 BRACING \� � I I � � /� � / KNEE BRI��E (I I I �� <br /> 0 <br /> i I I <br /> � � � � � i I If � �� �� ii Ir <br /> � I I r � I I I � / 1 � �."E. P';::"S ,"'>,� 3 ,yF.. ?.,,a-+, I i..�.,a � <br /> Q I I � � ! I I I �/ �� ���' � ��� -...� ;!'��`�.3 `v JOB NO: 18053Q00 <br /> ✓ ic <br /> � � � � � � <br /> g I I � � I I <br /> � ��� � � ���r� ENGINE�R: S. HAN <br /> � � �I i� � � I ! <br /> � I I � ' � I I <br /> v 3l16 DRAWN: P. F�ATEL <br /> �LAN il1�W CITY �3� ��I���TT <br /> s ���rnit ��r�i+��� PLAN VIEW <br /> @ DATE: 09-24-2018 <br /> � <br /> � <br /> Q <br /> m SHEET NO: <br /> � E TI N SECTI � N - S ��1�I � N � �GTI � �1 <br /> � SECTI � N S C O <br /> � � � � � . 1 <br /> � °� 1Q Q <br /> �' 3/4"= 1'-0,� I 3/4"e 1'_0„ 1 V 3l4,� v .�,eo.� �.! �/4" = 1'-0" �/4" = 1,_�„ <br /> y <br /> N <br /> � <br /> U <br />
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