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A� REHOVE (E1 I I I fN) WINDOW � � S . . REHOVE !E1 � � � lN) WINDOW � L O U
I I I I WINDOUIS � WALL I I I � I I I I WINDOUIEi � WALL I I I J
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501'1M IGE < • b OZ. STANDINCs SEAI'1
UTATERSNIELD ON COPPER ROOF ll4" O.GJ ON
1/2 " G - D EXT.
SOMM IGE t WATER SHIELD ON
(TREATEDJ PLYWOOD �" G - D EXT. (TREATEDJ
� PL7WOOD ON 1�" RIGID ASSOCIATES
I - 1/!" RIGID IN$ULATION � INSULATION WITN 2"X�" B 4'
WITN 2 "X2 " � 4" O.G. ON O.G. ON 11�" STEEL DEGK
I - I/2 " 57EEL DEG
WI0 WITH
WIm WITH ]" NAT GHANNELS, INSULATI
INSULATI Ib " O.G.
� T LAYERS $" ���T�CTV�.
TYPE " A�P. � INTERIO DESIGN
DOI�I'1ER RIDCsE �ETAIL � ]" NAT GHANN ' O.G.
��► r.r-e� 2 LAYE �" \
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A4.1 aa.i DOI�R RtD�aE DETAIL 3ee ��c s�., s�ar i3eo
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� / \ \ A4.1 r.r_o� ��� Te1: 415392.4433
� � / �A Fa�c 415.392.1454
/ \ \ o i �
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/ I6" O.G. \ A4.1 1434 Spruce 5►roet, SuNe 110
/ / Q" TYPE "X" GYP.
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/ // IXS TiG U1pOD 51DINCs REMOvE ONE A7 \ \ Zx8 RS GEDAR Td: 303.�49.�433
/ GENTER LINE OF �� �3 µ93�
8" STEEL STUD WALL DORMER
2Xi0 R5 GEDAR
/ °BUILT BEST�� McCall Office
GUSTOM
WINDOW/DOORS 2G 1002 First SU�elt
A4.I �" TYPE "X" GYP. SHEATHINCs AAcCall, ID 83638
/ Td: 208.634.4540
/ DOI�R i�ADER DETAIi. ,�" uIOOD SIDING Fax: 208.634.5498
(B ,.,,._e. �—� BUILT BEST" WINDOW
/ � o r r
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:� "BUILT BEST" GEDAR GORNER www.RerwlD�i�n.00m
FIEL DOOR AND
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/ 4" GROU7 SET TILE ON } , 8
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/ ELEGTRIG NEAT MAT THRESHOLD 4' O.G. CvERT) ON }"
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4" G T 9ET TILE ON A41 PLYAUIUOD �8' , Z
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/ WATE "BUILT BEST" WINDOW �
/ MEM E \ GOPPER FLASHING �
-- IGE � WATER SNEILD
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50MM IGE � L
WATERSHIELD ON a
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ITREATED) PLYU100D
ON �
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IN9U A�TH WITH 2 "X2" s 4" O.G. ON �'• TYPE "X" EXT. �
I - I/Z " STEEL DE
GYP. SHEATNING �
�" G -D ExT. PLYUIDOD
I I i" HAT CHANNELS, ib " . IXS LL100D SIDING
� LA OF �"
TYPE "x" YP. BOARD 2X8 R5 GEDAR
3B / � I ( GORMER RIDCsE DETAIL �
� " A4.1 r.r-o 7X BLOGKING Reylsjq�s;
�; / ��� 7X4 RS GEDAR � �^'••1On °u9� 5�
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,:
16" O.G.
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�" TYPE "X�� GYP. Dnwlllg TRIE.
�� SNEATNING
8" STEEL S7UD WALL
;� "BUILT BEST"
GUSTOM WINDOW
;' 10' -0" INSIDE SPRINCs POINT NOTE :
:; OF NEW BENT F�A�R �E'�'AIL I. ALL BLOGKINCs AND GEDAR � � �� ( � �
� �� �''�'O" �L�L� TRIM AND SIDINCs $NALL BE
a ;i o � t
FIRE RETARpANT TREATED
� AND STAINED TO MATGH
� ;j EXISTINCs.
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� �— :` Daee: June I(d/0?
� ;
;� Project No: 23129
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$ I A4.1 8" STEEL STUD WALL WITH Dqwn by: J7/TL
� BATT INSULATION AND
� vAPOR BARRIER
Chedced by: RS�P
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MATGN EXI ING
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�" TYPE "X" EXT.
SN ATHING ASSOCIATES
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. 50PT1 IGE � WATER K �" G - D EXT. PLYUIOOD PLYUIOOD
SNIEID ON IXS UIUOD SIDINCs
I/2" G -D EXT. TREATED Ix8 UJOOD SIDINCs
PL.YU100D ON
X6 CEDAR TRIM
1- Ir!" RIGID IN5IJLATION 2X12 RS GEDAR
. ARCI-IITECTURE,
WITN �'x2" � 4• O.G. ON PLANNING,
I - I!1" 9TEEL DE 2�" STEEL STUDS WITN
- �x° BRaGE INTERIOR DESIGN
WI0 WITH "BUILT BEST"
IN°�ULATI 2XI2'S RS GEDAR GORNER WINDOW, TYP. OF II
: � \ WITN ELEGTRIG
= I OPERATORS Sa� Francisco Office
b" STEEL STUDS WITH � �� �-• � ��
"X" BRAGE San Fancbm. U 94111
Td: �15.392.M33
WOOD RAILING Faic �15.392.4154
\ �
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\ WINDOW I$ADER DETAIL u�s sa„oe sueeti s� »o
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PLAN AT DORI"�R CORNER
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\ I. ALL BLOGKINCs AND GEDAR FIELD JAMB EXTENSION WINDOW, TYP. OF II 1002 Firlt Street
WITH ELEGTRIC McCall, ID 83638
\ TRIM AND SIDINCs SHALL BE OPERATORS Tel: 208.634.45�0
\ FIRE RETARDANT 7REATED �
2X6 GOPPER FLA$HING Fax: 208.634.5498
\ AND STAINED TO MATGH b " STEEL STUDS WITN 50 MM ICE � WATER SHEILD
\ ExISTING. BATT INSULATION 2x6 RS GEDAR
AND vAPOR BARRIER
Irdo�R�orl�ign-aom
\ , www.ReiohDalgn.00m
2 GEDAR
9' -0" IN51DE PRINCs POINT
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RAILINCs E TUBE STEEL `
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O.G., STAGGERED �" HAT GHANNELS, 2X6 RS GEDAR �
1 „ _ , _ 11 SPAGING ON Ib " O.G. �
�� - � 0 �M IGSNIELD ON TYPE "X" GYP. BOARD 2X12 R5 GEDAR
2 LAYERS OF �"
I/2 " G - D ExT. TREATED �" Tl'PE "X" GYP. �
(d I � 2 � 4 � PLYU)OOD ON WI0 SHEATNING
� �I i/2" RIGID INSULATION IX8 LLIDOD SIDINCs
ITN 2"X2 " 0 4" O.G. ON 2X6
� 1- 1!! " STEEL DEC FIELD J.4I'1 2X4 RS GEDAR
, EXTENSION, "BUILT BEST" WINDOUIS
L TYP. TYP. OF II (FOR 3�" STUD)
Revisions:
2X4 RS GEDAR
- - BP °,�bn�ss�on Aug. IS/07
. _�
2X6 RS GEDAR
2 XI2 RS CEDAR I FASGIA DETAIL
�. ,_,,._e. ��
2B ° � 7
� AT GHMRJELS, �" NAT GHANNELS p'4� yG
" TYPE "X" GYP. AaZ 4x4 TUBE STEEL
� ��� SHEATHING I I COLUMN BEYOND "BU T BEST" WINDOW
TY "X" . BOA� IXS Tt(3 UJOOD TY . II lFOR 3�" STUD)
\ SIDINCs
\\ '� ' BUILT BEST" 2X6 3„ p
WINDOW 6" STEEL STUDS WITN S ONE SILL ��� T��
I� � AIJ„ 'G DORI�R I�ADER DETAI� I I BATT INSULATION "X" EXT.
AND vAPOR BARRIER �"
r.r-e� �� r.r-o� �� I GY HEATNING
o r t• m r z• /�
�" EXT. PLYUlOOD � � �f"! � S
� CN) 4" CONG. FLOOR ON
� GRAVEL ON EXISTING
GONG. STRUCTURE M
gb " STEEL S D W LL WITH ( I _ 4 1 vE
o vBAPOR BA TiIER T P. �p I I
Dai6e: June 10/02
�°.� A4
o K �r10� NO: 23129
3" GONG. T
� MATGN EXIS ING
�
orawn by: Jr/TL
� 9"X5"X�" ANGLE
r
� �" TYPE "X" EXT. GYP. � �' ��
� SHEATHING SILL DETAIL �
,;, 5/8" G - D EXT. TREATED � �••�•-o• ��
� PLYU100D o '• �•
J Ix8 WOOD SIDING � � �5 I �� OO� 1� S I f-'�t�.FI�f�Y� I
� 2x6 RS GEDAR TRIM
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.
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ASSOCIATES
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� - --� u--- - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - b�-= ' ' `{ ' - - - - - - - - - - , - PLANNING,
_, � , i � r — -: ;: ' ' � � INTERIOR DESICN
tE1 s•;m x-sxton�G
! ; ��' PIPF'T,�' QLUMN : ! -. . :
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� � , , ; � ; . I � . : ' . (E) T�jj 4X4XI/4 A : � . ��p
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T5 4X4XI/4 � � O U R T N L E U � �
57D. PiPE ." , p . . ! 'i� , - _ . (E)-3"m . . . _ .. . _ . .
� r O
GOLUMN / O � � � �. -_ - . . - � i ; ' STD. PIPE . $� MY� .�.� ,�1IN1M30Q
+� a ; , -` - ���MN 1`' P ,4 r' T I � L � R ,41"I ! N C� fi=' L ,4 N � F"""','���, , ,
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. ; i I -- — _ . _ . . ; : O Y � . i ' - - NO7ES�
; re�-a-m o o �` � ; � PROV�DE i/2" X I'2' X I '-O' �UI� O�CE
. - STD. PIPE GOLUMN � -- �-�x�$ � I. (XX'-XX") INDIGATES TOP OF STEEL BEAM ELEVATION,
X X FLATE WI7H (4)-3/4" m X b" - _ 7pp OF NEW S7EEL BEAM ELEVATION EGIUALS
(�)2 I/Tm (E) W6X15 � � (E) WBXIS 1 -- - - O , EPDXY ANGHORS � (Ip4'-1 I/2'7 GRip�j 9- 13 UNLESS O7H�RWI�jE NO7ED. � �'�i � � 110
STp. PIPE
GD�UMN i (� YVBXIS I . : .r� WBXI°� � 4 � - .
: 2. O �NDIGA7E5 NEW TUBE STEEL GOLUhIN DONW ONLY UNLESS T� ���s�
' � NOTED OTHERWISE, FpC 3O3.M9.8�6
. _ . . � � � ^ � �
� I Y�1 � N y, Q Jm1 I � O �i � - - �) 3. ■ INDIGA7ES NEW TUBE STEEL GOLUMN UP AND DOWN UNLESS
� X X X J X - 1y ! N07ED OTH�RW�yE. (��
� � ' � ' (E) WBXIS � � � (FJ WBXIS ` i ' � 4. ALL NEW GOLUMNS SHALL BE TS 4X4X1/4 ��" r• • '�
� - V I ^ W ` ^ i O � X , � UNLESS NOTED OTHERWISE. � (�2 F�MSI�lh�
7t
� E XIS � X�s � � ; OPEN � 5. � IN�IGATES NEW GON6RETE SLAB ON METAL DEG�C. MCCNII� IDA3638
X � � �D m � ; Tb1: 20R.634.45�0
W ' Xi � XI � � ; 6. ALL NEW GONGI2ETE SLAB SHALL BE 4 I/�" TOTAL 7HIGKNE55 ON F� �,6$'{,��
� PROVIDE L4XAX3/8 A7 PERIME7ER5 I - _ Q ,4.�. } - I "- 22 GAGE ME7AL DEGK (Smin = 0.13 In I m�n = OA"13W
_ � AND METAL DEG1C 70 INFILL �EI-5'� . .p V i � �. . . __. _ _ . . _ ._ _ _ _ , ANDI2EINFORGED WITH 6X6 W2f1 X W2.9 W.W.F.
� I PORTIpN OF EXISTIN�i OPENING XX-Sl'RONG ' ry �LU WI�XI9
T 4X4XI/4
_ � (EJ YVBx15 PIPE GOLUMN � (EI YVBXIS � III�RMrIrM_M _ Ipf.OfMB
. ; � .. - ___ ._ . � _ -- - ------ ------ � --- .
—�- - - - - - �- - - - - - - - .
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_ - - (E) WBx15 —_ „ (FJ WBxiS r .
G _ , � ! s �
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(E)-3 V2'm � � I
'� - If �' LOWER IEXISTING WI�XI9
57D. PiPE (� 5 m X-57RONG � - - -- �i -
GOLUMN � � PIPE GOLUMN (E) WBXIS � (E) YV9X15 �- TO T,(y.5. IQ4'-1 I/�" .
(FIELDjVLRIFY BE,4RING OF
; p � EX�Sfiit{�6YLppF .1pi5TS) Y REQUIREMENTS FOR REINFORGE►��NT O�
� fEl wBxiS � (El wBxis " � � 6 EGC�tRE�N It��TION RPROM GONTRP.G EOR S �
� � � I � RHAT NERC 15 NOT VERIFIGATION pF GOLUMN
l
�' ' � � X �r � c� ; � REIPFORGEMENT, EAST OF GRID 4, RRpM THE �
�, (E) wBX15 (� W9X15 �
X. • � i PREVIOIJS PNASES OF GONSTRUGTION.
1 ;; WIOX33 W�Ox33 � W�OX33 ry y� ��? �
� � ' � - - - � � ' - - - - ry - - - � Cii - - ' - � �
-�r - - - - - - - - - - - –�- � - - m - �
^ (E)-3 I/2"m �1 ' - � - --- � — ' - — - T5 4X4XI/4 — - — - — - _ T$ 4X4X1/4 � - - S .' - �
NOTE- ELEVATIONS SHOWN ON STRUGTURAL
5TD• F'�PE X - _ � �OX� ��R ��R �0�� W _ � - � � � � PLANS RRE TAiCEN FROM ORtGINAL � W �
GOLUMN - - - i - � _ GON$TRUGTION ppGUMENTS. TO MATGH
_ _ _ _ 2 . _ _ -...- — _ _ _ _ _ — _ _ _ _ _ � _ _ _ _ _ _ _ _. _ _ _ _ _.�..._ _ _ _ _ _r _ _ _ ' — _ _ — _ _ _ � GURRENT SITE Sl1R�/EY ELEVATIONS �
53 - _ -� � � . � - ADD �'-4" TO ELEVA7�ON5 GIVEN
: ; � . � � � � ,4�-Z• � �
' YNOXM WiOxlq wl Iq ry WIOX�4 � WIOXM (E)-W�9Xi9 GONNEG7ED 70
' ; , ;�T a o re, OOP BEAM
T M F �R Q
- ' '___. � ' ' O ti./
• . �..,,� � j l � - !
� 3 � � , ' `` 3 g ; t _ ``, i
� � A1 ' ' � 11 , , _ _ _ ,
I ` � � .
� . � 0 Y"bX10 � � , \0 V�XIO 0 ' ' � � . : L4X4XV4 � - �
� �
� °° J >
�- X . X TS 4XAX1/4 HANC��R ; TS 4X4XI%A HAN6L`R I : - I ' ;
� X
d� �
- � i � UP ONLY (TYPIGAL � UP ONLY ,{TYPIGAL - � S- i � i � - � i . Ifl
_ • . I • 4 PLAGES AT BALGONY) ; 4 PLO.G�S AT BALGQINY) ' � . � : _ _ - . � �
? i , ? r � ! , _ _ � � J
in \ in � � , , i �
; ! � w�i� � ; wexio � ' -- _,- – •., I ' �
� , �' ! '�. DORMER WIDTH AND 'RESULTRNT �RIDGE ELEVATIONS
� � � WILL BE A FUNGTION OF FILED VERIFIED JOIST LOGATIONS,
, � .i (E)-3"m ' I `•� LOV`�R EXIS71N6 WI6X40 (E)-3' m - ;� ' �
; STD. PIPE I .' fE)-3 V2"m ; �.� TO TAS. 104'-1 I/�' STD. PFP� I BEARING DEPTHS, AND GHORD WIDTHS. DORMER WIDTHS
(E)-� I/2"m i ' � GOLUMN (BELOW) i ; 57D. PiPE - GOWMN (�ELOt^ll �
S7D. P�PE � , ;, GOLUMN (BE401^U \ , � AND RIDGE ELEVATIONS SHALL BE DETERMINED BY THE
GOLUMN �
- - - - - - -' -= : - - --� � - - - - -- - - - - - -' ---� - - ;[-.- �- - - - - - - - - - ' - - - - ' �, - - - - �- - - - - - - - - - - - - - - - � GONT�RAGTOR USING THIS FIELD INFORMATION AND �HE
� _ . �_ t —_—•r— - d
; ; � � �- ' ; ! � 8 : 12 DORM�R SLOPE . 'RESULTANT DC?RMER WIDTHS AND
- � i ; I , ELEVATIONS SHRLL BE REVIEWED BY THE ARGHITEGT
- - - - - - ' - - j�'- � - - - - - - -- - - - - -- - - - , _ __ _ _ _ i i PRIOR TO STEEL FABRIGATION .
I _ I RMdon�
, PRO�RE9S 9ET 8-�-02
� � PERMR 8ET 5-16-02
. – -�
�� 10 11 i 2 1 .� .
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NOTED OTHERW15E.
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i � � 5. � INDIGATES NEW GONGYtETE SLAB ON METAL DEUC. � �
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. � 6. ALL NEW GOMCRETE SLAB SHALL BE 4 1/�" TOTAL THIGKNE55 ON
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TS 3X3XI/9 - t_ . _ _ . . ._ . _ . . _ � � ; `•,,: �'� i' - '' � `�� WI4 BELOW - \� / � x�p �
yTUB GOLUr'1N . +"q • . ,� / %- i _ �..` �� � %' \ _ � y��' I 'q � I. METAL ROpF DEGC SHALL BE I VZ" WIDE R16. 19 GAGE WITH
_ - - --- - _ } _ _ ,� W6xa '� '' '' + `\ � % -, � MiNiM1Nt YiELD 57RE�-�5 OF 33 KSi. M�NihA1Nt DEUC SEGnON PROPER7iES
' TS 3X3XI/4 - (I(y+4 6 ) `-, �� � �� � W8X10 � � " O y.�X�� ; � 53.� ARE AS FOLLOWS. Ix = 0253 IN Sx = 0289 IN3 .
, ' STUB GOLUMN Tl''PIGAL ' � � `�- � - � x DfaN/� � �yis
W6XI� - 53.1 � - � ; � �. 0 iNDiG.47ES TUBE STEEL GOLUMN DOWN ONLY. �
; ; . _ __ . ToP o� NoR �ZONTA� ,% �, � PARTIAL
i i i � PORTI(�jN EL. = 108'-6" � _ � � 3. ALL itOOF PURUNS WITH SPANS LE55 THAN �'-O' SNALL BE WBXIO UNLE55
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4
— — _ � _ — — _ , _ � — _ r — / _ — _ _ — —
� <_.- . _ : � � ��--ly - ` � 4. (XXX -XX ) INDIGATES 7pP OF STEEL BEAM ELEVATION,
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. � / / , �� / - � p STEEL I �
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:; � � __-_ _.__ _ - _a_'�u' DORMER WIDTH AND RESULTANT RIDGE ELEVATIONS 'REQUIREMENTS RQR�REINFORGEMENT pF
� � EX�ST�N6 GOLUMNS GURRENTLY UNpER REv�EW. PI�.K NO: �IIA
; WILL BE A FUNGTION OF FILED VERIFIED JOIST LOGATIONS, G�RENT II�ORMATION RROM GONTRAGTOR �s
� ^ i � i ; THAT TF�RE 19 NOT Vl4ZIRIGATION OR GpLUMN
� 9 � O � ; - � " � �� ! ` 12 � � , ! ! � BEA�RING DEPTHS, AND GHORD WIDTHS. DORMER WIDTHS REINFORGEM�NT, E.,ST OF 6R�D q, RROM r►� �r�vnby: ECW
� �� ��� aND RIDGE ELEVATIONS SHALL BE DETERMINED BY THE , �EV'°"5 '�'^scs °� �°"5'�"�T'°".
� - � � ;
�'� ' ' GONTRAGTOR USING THIS FIELD INFORMATION AND THE � � �
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`' �_ , ,� � \� � � 8 : I� DORMER SLOPE . �ESULTANT DORMER WIDTHS AND NpTE- ELEVATIONS St�OW ON STRUGTIiRAL SF�eaG
� � ELEVATIONS SHALL BE �REVIEWED BY THE A�RGHITEGT PLANS ARE TAKEN I`ROM OR161NA1
\�� � ; \ � GONSTRUGTION pOGUMENTS. TO MATGH
� PRIOR TO STEEL FABRIGATION . GURRENT SITE SURVEY ELEVATIONS
m � � I \� � ADD I '-4" TO ELEVA7�ONS 61VEN
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GENERAL NOTES EXi57iNG i ; RESUBT DE51GN
GONGRETE , � TS 4X4XI/4 i �
SLAB � � AT � ' � '-O" HANGER BEYOND � i EXISTING 3" GONGRETE
1 . L iVE LOADS uSED iN DES iCN: 7 . METAL DECK Exi57in16 � � � SLAB ON METAL DEUC
i � ' '
- BAR JOIST � NEW 4 I/�" GONC`RETE i i
A . ROOF STEEPER TMAN 3: 12 80 PSF A . UNLESS OTHERy�r�SE NOTED . DECK SHALL 8E StiOP - PAiNTED STEEL . SNALL BE OF THE ' SLAB ON ME7AL DEGK i �
7�PE CALLED i0R ON 7HE FRA�IING PLANS AND SHALL BE CONTINUOUS yWERE � �
B . ROOF 3: 1T OR LE55 STEEP 100 PSF POSSIBLE . � i _ � L_ - • - . - - � .� � i i ASSOCIATES
_ - � - • = = -- • r- k. ° :^ .
C . TVPICAL FLOOR 40 PSF 8 . DECKINC SHALL BE iNSTALLED /WD ALL OPEN � NGS ` iN OECK CU7 At�D REINFORCED IN � � � ;
ACCORDANCE WITti I�IA ry UFACTURER 'S ST A I rDARD DE7AiL5 A ND SPECIFI CA71 p NS ,^_j � , _ = _ „_
D . WiND ExCEP7 AS OTHERWiSE NO7ED .
1 . BAS �C WiND SPEED BO 4�'H L3x3xi/a �
- - - - - - - - - - - - - - - - - -
2 . ExPOSURE B C . WELDiNG REW iREMENTS SHALL BE AS FOLL0�5 AND SriOWd ON A7TACNED 7rPiCAI NEw STEEL -
WELD ING LAYOUT UNLESS OTHER�yISE NOTED ON DRA�yINCS . BEAMS RE� PLAN
E . EARTHOUAKE ZONE i 1 . ATTACH ROOF DECic TO SUPPORT BEN,IS . STEEL JOi5T5 OR PLA7ES WiTH 5 /8' - STEEL BES+r� -RE� PLAN
PUDDLE 1VELD5 AT 6 ' ( 7 y1�ELD5 PER SMEET I�IINIIrUIyI� . �/4" BENT WITH G4X5.4 GONTINUpUS } ARCH�IEGTURE�
PLATE AS SHOWN AND I/4" L EXISTING STEEL
2 . TESTINC . INSPECTi0N5 AND OBSERVATi0N5: 2 . LONG � 7UDiNAI JO �NTS BETy1�EEN ADJACENT ROOF DECK UN � TS SHALL BE (SiDE P NING,
LAP ) y1�ELDED PER WWUFACTURER REC0IAAENDAT IONS AT 2 LOCAT IOtrS PER SPAN . ��X3/8 KIGiCERS ATH ANGER TIFFENER �/{�"� ���OR DESIGN
A . CONTRACTOR SHALL PROVIDE COORDINATION FOR SPECIAL iNSPECTi0N5 OF THE 3 . A7TACH ROOF DECK TO BEAIr15 OR PLATES PARALLEL TO DECK �yiTH 5 /8 ' - a.7 3'-O"
CONSTRUCTION (PAID FOR BY Ohf�IER ) AS OUTL �NED IN THE PROJECT DIAI�IETER PUDDLE WELDS AT 12 � , NOTE. REMO�/E EXISTING
SPECIFICATIOIrS AND LISTED BElO�y �N CONFOR�,I,WCE WITh� THE PROViS10N5 OF 4 . ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH S E C T I ON � STEEL BEAM
CHAPTER 17 OF THE UN � FOR1� BUILDINC CODE . SPECIAL INSPECTi01J SHALL BE iNTERMEDiATE SUPPORT AT SIDE LAPS PLUS ONE �NTERI�EDIATE POINT W � TH - S E C T ( ON 1 g�n F�g11CiSOD O�ICC
PROViDED Br A OuAL � FiED SPECiAL �NSPECTiNG AGENCY AS AaPROVED Bv 7HE LOCAL 5 /B' DiAMETER PWDLE �yE�D . PROV �DE WELD WASHERS AS REOUiRED . 3/a' = i'-O'
BUILD �NG OFFICIAL . 5 . LONGITUDINAL JOiN75 BETyyEEN AD .U�CENT FLOOR DECK UN � TS StiALL BE 3/4' = 1 '-O' 3adMrfl�R �l.� SY1� �3A0
FASTENED TOGEiHER AT 36 ' 41A% i41UM SPACINC WiTti 5/8' DtA1YlETER PW1�LE
B . THE FOLLOWiNG YIORK SHALL BE �NSFECTED Br THE SPECiA� iNSPEC70R: WELDS . FASTEN FLOOR DECK TO PARALLEL AND PERi1�ETER BEAMS AT 2a ' . � � U �� � �
O 7!U 418.342.4483
1 . CONCRETE B . LiGNT GAGE FRAIYIiNG
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EXiSTiNG 3" GONGf2ErE EXiSnr�C� 57EEL BES+rt
o . THE TAK ING OF TEST SPEC IMENS TO DETERM �NE COMPRESS IyE A . L iGHT - GAGE METAL FRAM �NG SHALL BE THE S IZE ADm GAGE SNOyW ON THE SLAB ON r-tETAL DEGK
STRENGTH . DRAWiNGS . � � �01lI(� O�CE
b . PLACEMENT OF RE 1NFORCEAIENT: SPEC IAL INSPECT IOry NEED NOT BE EX7ERiOR METAL � � EXISriNG BAR .10�ST
CONTINUOUS . BUT IiUST BE DONE 01�CE PLACEMENT IS C04pLETED AND B . FRAIr11NC ROLIED FR01r1 STEEL 18 GAGE AND LIGHTER SHALL CONFORI�1 TO ASTM A570 . S7UD WALL WIT SHEATHING � � I/4" BENT PLATE 7�34Sp111011 �lfR� 9Y11077Q
PR IOR TO PWR �NG OF SLABS . iTElY1S TO BE CHECKED iNCLUDE WELDED LATEST ED IT ION , yy � 7M A 4 �N iAk1M v iELD S7RE55 OF 33 ,000 PS i , i i 01111�dMi � �.10Q
yyIRE FABRiC SIZE , GRADE . WANTIilES , SPACING . LAP LOCATIONS , i i T� �,�,�,�g
EXCESSiVE RUST , At�O PROPER CONCRETE COVERAGE . C . FRAMING ROLLED FR01,1 STEEL i6 CACE AND HEAyiER SHALL CONFOR�1 TO ASTM A570 . i05'-O' ��4 i i NEW 4 I/� " GONGf2E7E � �����
LATEST EDITION , WITH A IAINII�AJ4� YIELD STRESS OF 50 .000 PSI . • 3 AT I� � i 5LA6 ON NtETAL DEGK
TOP OF i i
2 . STRUCTURAL WELD �NC �AB
D . ALL NpRK SHALL CONFORM WITH THE RECOGNIZED S7/U�DARDS AND CODES FOR
o . ALL WELDiNG SHALL RECEiVE CONT � NUpUS SPECiAI iNSPECTiON LiGHT GAGE M�ETAL FRAI�IING . EXiSTING STEEL BEAM M��� � ���
ExCEPT THE FOLLOY�► ING: ,�,�- TY �� = �yi �� � Ti •
1 . ) �qELDiNG DONE IN �N �PROVED fABRiCATOR 'S Sr�O� iN g , Npp� - $riRINK GROUT � _ F-1 ��- ■ - n- 1002FIM �If!!t
ACCORDANCE �� TH SECT �ON 1701 . - - - - - - - - - - - - - - - - T$ 4X4XI/4 HANGER � i O AACCAII� ID83638
b . THE SPEC IAL �NSPECTOR NEED NOT 8E CONT INUOUSLY PRESENT A . NON - SHt INK GROUT SNALL BE PROy IDED: WITH I/2' TOP AND i i TbI• ��6�4.4S�Q
DUR ING VYELD �NC OF TME FOLLO�yING iTEMS . PROV �DED THE 1MTER iALS , 1 . BE7wEEN BEAA�S OR BEAM BEAR iNG PLATES AND CONCRETE OR 1MSONRr - BOTrOr-t PLP.7ES � � O _ F�S ,�.6S4.S�gg
WAL iF iCAT �ONS OF �I�ELD �NC PROCEDURES AND WELDERS ARE SUPPORTS . L3X3XI/4 GONTINWUS � �
VER IF IED PR IOR TO �E START OF pORK; PER IOp �C iNSPECT i0N5 ARE 2 . GRWT SHALL BE CdAPLETE AND HAyE A �I IN II,A11� COI�RESS IyE STRENCTH WiTH I/4' 9TIFFEnIER
MADE OF y�ORK iN �OGRESS: AND A yiSUAL iNSPECTiOf� Of ALL YVELDS OF 6000 PSI PRIOR TO ADD �NG BUILDING LOADS ABOVE . .�.T 3'-O" g�q-
IS M�DE PR IOR TO COI�LET ION OR PR IOR TO SH IPMENT OF SHOP S E C T I ON � STEEL BEAM RE� PLAN 1� •�n
WELDINC . 10 . NON - STRUCTURAL ELEMENT$
1 . ) S �NGLE PASS FILLET WELDS NOT ExCEED � NG 5 / 16 ' iN SIZE . � WYYIM .t1Nn
2 , ) FLOOR AND ROpF DEqt �yELDiNG . A . ELEMENTS SUCN AS NON - BEARiNC PAR7i7i0�.�S , ETC . ATTACHED TO AND /OR 3,4�� _ � �_�- SECT I ON 2
3 . ) WELDED SHEET STEEL FOR COLD FORMED S7EEL FRAM � NG SUPPORTED Br TtiE STRUCTURE SHALL TAKE iNTO ACCWNT DEFLECTi01.�5 ANp 3�4� _ i , oe
ME4�ER5 SUCH AS STUDS AND JOi5T5 . OTHER STRUCTURAL 4byEMENTS .
4 . ) ►NELDINC OF STAiRS AND RAIIINC SYSTEMS .
c , ITE�AS TO BE CHECKED ARE THE CERTIFICAT �ON OF THE WELDERS . B . FIRE PROTECTIOrJ FOR ALL STRUCTURAI PARTS SHALL BE PROVIDED AND SHALL MEET I/4" BENT PLATE
YYELD �NG PROCEDURES . M�TERiALS . V � SUAL iNSPECTiON OF �IyELD SiZE . AL� CODE REOUiREMENTS FOR THE TYPE OF CONSTRUCTIOIJ SPECIFIED BY THE GOUNTINUpUS
LENGTH , WALITY , OUAI�TITY AND SPACING . ARCHITECTINtAL DRAy�/ II�JGS . STRUCTURAL STEEL MEI�ERS SHALI BE CONSIDERED PcRGHITEGTURAL
3 . HIGM - STRENCTH BOLTIWG UNRESTRAiNED UNLESS OTHERyyiSE NO7ED . rOPPiriC� AND
WATERPRODF NEW 4 I/� " GONGRE7E �
o . NFiILE THE wORK IS IN PROGRESS THE SPECIAL INSPECTOR SMALL > > - GENERAL � MEMBRANE SLAB ON METAL DEGK
DETERy11NE REW IRf.�AENTS FOR BOLTS , NUTS . WASt+ERS AND PAINT; A . ENGINEER 'S ACCEPTANCE MuST BE SECURED FOR ALL STRUCTl�2A� SUBSTITUT101�5 . ' �
BOL7ED PARTS; /�I�D iNSTALLAT �ON M�p 7iGtiTEN �NG iN SuCN STANDARDS . �� �V �
ARE MET . SUCH INSPECTIONS I�IAY BE PERFORMED ON A PERIOpiC BASiS B , VERIFY ALL OPENiNCS THROUCti FLOORS . ROOF /WD y�rALLS �NITH NECHANICAL AND
�N ACCORDANCE � ITH THE REOUiREMEN75 OF SEC7i0N 1701 . 6 . THE ELECTRICAL CONTRACTORS . VER � FiCATION OF LOCATi0ry5 . SiZES , L �NTELS AND • - '�- ' - = y ' � ` •-
SPECiAL �NSPECTOR S►iALL OBSERVE THE CALIBRATIOM PROCEDURES REOUIRED CONNECTiOt�S ARE CONTRACTat 'S C04t'LETE RESPONSIBILITY . � _� �''� � � - - --- - -6 - - - - - - - - J - - `
YWEN SUCH PROCEDURES ARE REOUiRED BY 7HE PLANS OR ' - - - - - -�� - - �- - -� �
SPECIFICATIONS A� SHALL MONITOR THE INSTALLATIOfr OF BOLTS TO C . PRIOR TO INSTALLAifOtr OF Ir1ECHANICAL AND ELECTRICAL EOUIPMENT OR OTHER I/4"
DETERMiNE THAT ALL PLiES OF CONNECTEO �MTERiALS NAyE BEEN iiE41S TO BE A7TACHED TO THE STRUCTURE . ENGINEER 'S APPRpyAL OF CONNECT101�5 L3X3X3/8 GON7�NUOUS � W /�
DRA� TOGE7HER Mp THAT THE SELECTED PROCEDURE i5 PROPERLY AND SUPPORTS Sh�ALL BE OBTAiNED . UNLESS SPEC � FiCALLY DETAILED ON � AT 6"
USED TO TIGHTEN ALL BOLTS , ARCNiTECTURAL AND STRUCTURAL DRA�y1WG5 . RESPECTIVE SUBCONTRACTOR 57EEL BEArt RE � PLAN O
SNALL FURNISH All HANGERS , CONNECTIONS , ETC . . REOUiRED FOR iNSTALLAT �ON OF � � �
C . STRUCTURA� OBSERVATiONS Hi5 iTEMS .
1 . STRUCTURAL ENG �NEER Ir1AV IyIAKE PERiODIC OBSERVAT � ONS OF THE D . PROViDE ALL EA�EDDED iTE1,15 iN STRUC7URE AS NOTED ON ARCHITECTURAL . S � G T I ON 3
CONSTRUCTiON , SUCH OBSERyATi0ry5 SHALL NO7 REPLACE REq1iRED IAECHAtriCAL , ELECTRiCAL AND STRUCTURAL DRA�/ iNGS . M � SCE�LANEOUS EI�EDDED Q O
� NSPECTIONS BY THE COVERNING AUTHORITIES OR SERVE AS SPECIAL ITEIAS AND ANCHOR BOLTS SriALL BE FURNiSNED BY STEEL SUPPLiER AND INSTALLED
iNSPECT10N5� AS 41AY BE REOUIRED BY CHAPTER t7 OF THE UN � FORM BY CONCRETE CONTRACTOR . STEEL $HALL FULFILL A5T�1 A#6 . 3�4. - � ,_0. V
BUiLD �NG CODE .
E . SUBMiT SNOP AND ERECT � ON DRAWiNCS TO ENGiNEER FOR REV � EW OF ALL STRUCTURAL �L �
3 . CONCRETE STEEL AND (AETAL DECK . THE MANUFACTURING OR FABRICATION Of ANY ITEMS PRIOR TO TOP AND ` �
�yRiTTEN REVIEW OF SHOP DRAWINCS WILL BE ENTIRELV AT THE RISK OF THE CONTRACTOR . BOTTOM �
A . ALL CAST - iN - PLACE CONCRETE SFiALL BE MADE WiTH TYPE i / i � PORTLAND CEMENT , 3- � pF 7UBE � �
STONE ACGREGATE AND SHALL SATISFY THE FOLLO�MING REOUIREMENTS: F . �yATERPROpFiNG , yAPOR BARRIERS , NMTERSTOP , ETC . . SHALL BE AS SMpy�f� ON THE EXISTING GMU WALL
ARCHiTECTURAL DRAWiNGS AND AS �NDiCA7ED iN THE SPECIFICATIOyS . GIOXi53 �
CONCRETE ITEM F 'C M � X TYPE �Mx 14/C RATiO R AIR REO .
G . ALL 1MSONRY AND STOI.�E VENEERS SHALL BE A7TACHED TO iNTERiOR AryD EXTERIOR
SLABS ON METAL DECK 3500 psi STD 0 . 50 WALLS AS SPECiFiED iN SECTi0D�5 1403 . 6 . a , 2 AND fa03 . 6 . a . 3 OF THE uNiFORu BUiLDiNG �
ExTER10R CONCRE7E ( • • ) 4500 Dst STD D . a5 6 % - BX CODE . �
. . I,IAxi1,UM SLU1,� Sr+A�L NOT ExCEED a ' . H . ALL DilAEN5i0N5 ON S7RUCTURAL DRAyyiNCS SHALL BE CHEpCED ACAINST FIELD AND N07E � ExiSririG wBxiS
ARCH iTECTI�tAL DRAyyINGS . ,nND SLnB NOT SHOwN �
B . SLABS SrtAIL NOT HAVE JOINTS IN A h�OR �ZONTAL PLANE . ANY STOP IN CONCRETE NpRK FpR GLARITr
IA/5T BE REV � Ey�ED BY THE ENGINEER . i , CONTRAC7pR yiALl VERiFY ALL ASSUMED ExiSTiNG CONDiii0p�5 . iF CONDiTi0N5
C . ALL CONCRETE VIORK AND REINFORCEMENT DE7AiL �NG SHALL BE iN ACCORDANCE ARE DiFFERENT 7HAN ASSUMED , NOTiFV ENG �NEER .
�IpITH ACi BUiLD �NG CODE 318 LATEST EDiTiOW , UNLESS NO7ED O7HERyyiSE . USE
S7ANDARD HOOicS FOR DOWELS UNlE55 OTHERyyiSE NOTED . ALL ExPOSED EDCES OF
e e o
CONCRETE NORK $HALL HAVE 3/4 INCH CHAMFER , •
a . REiNFORCE NT
NEw TS BXbX�/�
A . ryELDED WiRE FABRiC SNALL CONFORM TO AS7M A185 GRADE 65 AND SNALL 8E
LAPPED ONE FULL MESN AT S �DE AND END SPLiCES AND ►N � RED TOGETHER . �f��
L4X4x3/8X2'-O" WIrH
(3)-3/4"m X b" �� � �-��
B . RE �NFORCE4�ENT PROTECTION: EPDXY ANGHORS AT B" �E�RSET �� 6„OZ
1 . SLA85 AND YYAlLS (NOT EXPOSED TO WEATHER ) 3 /4 ' . AND i/4" VERTiGAL
STIFFENER UNDER I I/�" GLEAR
5 . �MSONRY NBE STEEL
FIELD VERIFY
A . F � LL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM C476 CROUT FOR A DiSTANCE
OF 2� ' BENEATH ,WO � 4 �N �MuM oF 16 ' EACH SIDE OF ALL BEAM REAC710N5 OR OTHER
CONCENTRATED LOADS UNLE55 OTHERWiSE NOTED .
ECT ON 4
6 . STRUC7URAL STEEL
3/4' = 1 '-O"
A . ALL STRUCTURAL STEEL SHALL CONFORIYI TO ASTM A36 ExCEPT yy �DE FLANGE BEA�IS '
� iChi Sr+ALL CONFORI,1 TO A5T�1 992 . (60 KS i ) AND ExCEPT P iPE CO�UI,NS NH �CH
S�iALL CONFORIA TO ASTM A53 AND TUBE STEEL TO ASTyI A500 . GRADE B . LA7EST
ED i7 �ONS . STEEL SUPPL iER IAAY PROy IDE ASTM A572 , GRADE 50 AT H IS OPT IOI�J . 4 I/�" GONGRETE
M � SCELLANEOUS E�EDDED � TEIr15 SNALL BE A36 STEEL .
IDS'-O" SLA . � LAN
B . ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A �IiN �UUTA SNUG TiGHT
CONDtTiON . ALL ANCHOR BOLTS SHALL CONFORM TO AST1�1 A307 UNLE55 NOTED �� -� ��2 ���
OTMER� iSE .
C . STRUCTURAL STEEL SHALL BE DETAiLED AND FABR �CATED IN ACCORDANCE WiTti THE F LO O R
LATEST PROVISIONS OF AISC 'Ir1ANUAL OF STEEL CONSTRUCTIOp� . ' � a �- i �= � �- s �. ■ - : rti � i�- � - a
D . UNlE55 OTHERWiSE NOTED . USE STANDARD FRAMED BEAM CONNEC7i0N5 V� iTH STEEL F RA M I N G
80LT5 PER AISC 'WWUAL OF STEEL CONSTRUCTiOf� TABIE II - A AND /OR AiSC Si4pLE
St+EAR CONNECTiON I�IANUAL 1N � TH A 325 - N BOLTS OR WE�DED E�U �V�LEN7 . SE�EC7 DETAILS
CONNECT101� TO SUPPORT 80X THE TOTAL UNIFOR�I LOAD CAPACITY FOR EACH GIVEN - �
BE�M �ND SPAN FOR NON - COA�OSITE MEtr�ERS . STEEL SUPPL � ER I+IAv SUB�IiT �
� AL7ERNA7E CONNEC7i0N DETAiLS ACCOI�ANiED Br CALCULA7 � ON5 STAI,pED Br iHE
REGISTERED PROFESSiONAL ENGiNEER RESPONSiBLE FOR THE CONNECT �Oy DESiGN � S7EEl BEAM \
FOR ENG �NEER 'S REViEN►. �E' �
4 � ' A�U�Wt .�OO�
E . ALL �ELDERS SMALL HAyE EV �DENCE OF PASSIIrG THE NAERICAN WELD �NG SOCiETY G� ��Q `� , ��'� � ' �
STANDARD OUAL IF iCAT IOWS TESTS AS WTL iNED iN A�IyS - D1 . 1 . S E C T I ON ✓
F . MINI►�k1M VYE�DS TO BE PER AISC TABLE J2 . 4 BUT NOT LESS THAN 3 / 16 � CONTINUOUS 3/4" = I '-D' : I � f ; � PfO�OC� Wa �� 8
FiLLET UNLESS OTHERw15E NOTED . ° '
G . FOR ALL BEAIrI/COLU4f�1 OR BEA►1/BEAM CONNECT IONS . PROV IDE HOR IZONTAL SHORT �' 1 ` / ��, •
>` •.:s
:'+,,``��::`ALE.`.•°:C} D� by: EC11V
SLOTS iN CONNECT i0N IYIEI�ER OtrLY (Wf - SECT i0N5 , ANGLES OR SHEAR PLATES) . , � �FCO�-��r
N . THE TERM �NOLOGY "CONTII�10U5 ` MEANS WANTiTY , PRpyIDE THE NECESSARY JOINT � I1�1� SW
DETAILS TO ALLOW FOR BU � LDiNC IbVEMENTS . COORD �NATE LOCA7i0N5 W � Thi �
ARCMITECTURAL CO►�TROL At-q EXPAry510�.� ,101NT5 .
SFI�
i . PROV � DE TEApORARY BRAC IIrG AIrD PRECAUT IONS NECESSARY TO VYITHSTAND ALL N07E- ELEVATIONS SFIDW ON STRVGTURAL
CONSTRUCTiO�d AND /OR �y �ND LOADS UNTIL ALL F �ELD CONNELTi01r5 ARE C04pLETED �
y� AI� PERI�LWENT LA7ERAL SYSTEMS APp DECKS ARE IN PLACE . PLANS /tRE TAiGEN P120M ORIbINAL
� GONSTRUGTION DOGUMENTS. TO MATGH
j GURRENT SITE SURVEY ELEVATIONS � �
"�f J . STEEL FABR ICATOR SHALL NOT RECE IVE ADD IT IOWAL C01„aENSAT ION FOR SMOP nDD I '-a" TO ELEVATIOnS G��/EN
DRAwIWG TIME FOR AWY REV15i0N5 TO ERECTION DRAWiNGS NOR FOR ANY REViSIONS
s TO P � ECE DRAryINGS PRiOR TO ENGiNEER 'S APPRpyAL OF ERECTiON DRAryiNGS .
0
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- ROpF DEUG STEEL BEAM
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BENT BEAM 1/4" GONTIWJOUS - W �
RE� PLAN ` � � �
BEN7 PLATE ! / IL �
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wlrH 3/4"m 7HRU
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ALTERNATE AND
- %� �X TOP pLATE �
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0 RE INFORGED
iO3'-D' o GHANNEL
� ;�� �� RE� PLAN
i i j . �o i i ����U�
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� � GOLUMN WITH 1/�" GAP � �
, � i AND BOTTOM PLATES i i . EXISTING
' � i i � i RIDGE BEAM .gtl11 Ff'BfICIfCO OffICC
� i EXISTINC� BAR Jp15T i i RE� PLAN
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SECTION 1
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t�,u �xvaslueeG �uMs t t o
' BOUlde�i CO 8030p
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tek �bl.M�MS!
- - - - - - - - - - -
G f1oC 303.4�933b6
Z � � L6X4X3/8 AND I/4" .
i i VERTIGAL STIFFENER ��r+�
� i i EXISTING PIPE . M�.\.6II ��
� � GOLUMN -RE� PLAN � (�Z FlM9d�
� W.P.
EXI$T1NG EAVE BEAM - ,.�.J,
WITH NEW REINFORGEMENT ��4 �M�I ID83638
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NOTE � EXISTING � � LL O �t `4W6.���gg
RODF NpT �jHpWN m W �' p
FOR GLARITY, �pLL ' -�1
, SE CT ( ON � OF FLA'NGE 3/16 6-12 O w�•�� �1
3/4• = I '-O'
� STEEL BEAM - RE � PLAN
. WITH 3/4 "m 7HRU
EXISTING PLYWOOD BOLTS AT I '-O"
ALT�RNATE AND
SHEATHING � �X TOP PLATE 4 1/�`
PROVIDE NEW BEARING '
EXISTINC� BfaR � SEAT WITH I/4" ANGLE
Jp15T GUT AT NEW �EAGH SIDE OF TOP RE�S�NBEAM 1 3/H" BENT PLATE X Q
HEADER BEAM GHORD = �
NEW HEADER BEAM REINFORGED GHANNEL
RE. PLAN RE � PLAN �
SECTfON 2 Q
3/�t' _ � '-O' �
- PROVIDE L4X4X3/B FROM EXISTIN6 PLYNIOOD
BEARING AT TOP GHORD 70 RE : ARGH �ROOF SHEATHING � W /�
NODE OF BOTTOM GHORD 'RAMSET Tp TS AT 1 '-O" ��
. _ _ � v �
S E C T f ON � - - - - - - - - -, . , - - - - o
L � i _ J Q
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3/4' • I '-p- O
- WELD L4X4X3/b 70 —� V
TOP GFiORD AT TS TS BEAM WITH I/4" `
EXISTING PLYN100D BEARING AND TO BOTTOM PLATE AND O J
SHEATHING 60TTOM GHORD AT END PLATE AT GOPED
. EXISTINCi BRR -�o�sT No�E. SECT ION A - A ENpS � �
- JOIST GUT AT NEW
r+E/+.DER BE/+r�t ,,1 �
' TS bXbXl/4
�
PROVIDE NEW BEARING i �
SEAT WITH I/4" ANGLE EXISTING PLY � i
- EAGH 91DE OF TOP ROOF SHEATHING �
GHORD � ' �
NEW HEADER BEAM � i TYPIGAL
'RE � PIAN �X TOP PLATE 3/16�
�RAMSET TO
PROVIDE L4X4X3/8 7UBE STEEL A7 6"
FROM BE/fiRING AT TOP
GHORD TO NODE OF 12 i t RE. ARGH,
i i
BpTTOM GHORD RE � PLAN � ' � �
SECTION `I � '
, � � �
N10RK P i2E. ARGH. � i i
3/4' = I '-O' POINT � � � ' . '�' / �{�011�
- - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - ��� � �"��
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3/16" 75 4X4XI/4
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i - - - - - - - - - - - - - - - - - - - - - - S E C T I ON 3
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SECTION 8 ROOF
3/a• . r_p.
FRAMING
� EXi57iNb gaR Jp157 NEW 57EEL BEANt (RE. DETAI LS
WITH PERPEND�GULRR PLAI�U WITH 3/4" m THRU
�X TOP PLATE BOLT AT �'-O" ALTERNATE
AND ZX TOP PLATE
SECT I ON 4 ����p �� �
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