HomeMy WebLinkAboutEngineering DESIGN CRITERIA: Cl 1 �•` F1'e Co--y
CONCEALED FASTENERS ORATTACH M�III� L11j))111�
APPLICABLE CODES,REGULATIONS&STANDARDS: ARE THE RESPONSIBILITY OF THE 11
1.THE 2014 FLORIDA BUILDING CODE,5TH EDITION SPECIFICALLY CHAPTER 16
STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CHAPTER 23,WOOD AND CONTRACTOR OFR�COR.7 `���CJ'• •, o
AA ASM 35 and AA ADM I �. Cr
2.ASCE 7-10. =O p LL ,�: Ul O,
WIND LOADS .b
1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE ,gym O 4'
1604.5:RISK CATEGORY 1. 1 x2 1 xZ 0.08
m * F Q o'
2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS - d, F @ �
REGION 8 BASIC WIND SPEED,PARAGRAPH.1609.3.1&TABLE J v a
1fi09.3.1 EQUIVALENT BASICWINDSPEED:160 m N '` Z coN �•g Q
MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3:B m -2X2 D0 2x2 'fHE5E pLAlu5 Aidi7 Ae.l.,r±r�i)pt75E13 W ig`•. g
3.SCREENED ROOF ENCLOSURE TABLE 2002.4 O
2x3 rn N cn 2x3 ARE SUBJECT TO API`!CORRECTIONS .i� � •'F � ,�
FOUNDATION DESIGN I� � U) ry ICI S
FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING L• A REWUIRC"D BY TeEI"D INGIPE�+TORD THAT
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED .11.1�-
CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN 1x2 1 x2 �- :`,`7I�IAY;BE NECSSBA,RY:IP!�?R®�S�T®.,�'�.
SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING M '4i®peP�l 'I'�A��, ��I,I�jADL,m CODES.: -
&OTHER DETERIORATION.
SPECIFICATIONS -
THE FOLLOWING SPECIFICATIONS ARE (M7
APPLICABLE TO THIS PROJECT: 0
1. WHERE CONCRETE SPECIFICATIONS ,
SCREEN ARE REQUIRED,
WH SH ETHER
E OR NOT, 3O�-�" Z ? Q c BY ONE OR MORE REGULATORY AGENCY,
THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM 2X2 Zx2 W —J O p '
C94FORTHEFOLLOWING COMPONENTS: --J I
1. PORTLAND CEMENT TYPE 1-ASTM C 2x3 2x3 - Z
ui
150 c
II. AGGREGATES-LARGE AGGREGATE 314
MAX-ASTMC33 � ` M
III.AIR ENTRAINING/-1%-ASTM C260 2X4 SMB 2X2 2%2 1 2X4 SM Ir
IV.WATER REDUCING AGENT-ASTM C494 —j`-
V.CLEAN POTABLE WATER '^
V I\
VI.OTHER ADMIXTURES NOTPERMI'ITED �I N Z O
h. METAL ACCESSORIES SHALL CONFORM N W x 0
TO: ffVV X rc�
I. REINFORCING BARS - ASTM A185,
GRADE LDED WIRE FABRIC-ASTMA185 2X4 SMB 2X2 2X2 2X4 SMB Q
a -CONCRETE SLUMP AT DISCHARGE V
CHUTE NOT LESS THAN 3-OR MORE THAN m m D]
5'. WATER ADDED AFTER BATCHING IS p CO
NOT PERMITTED. 4 (n 1n (q .- O In
d. PREPARE AND PLACE CONCRETE PER
AMERICAN CONCRETE INSTITUTE MANUAL - x x o J a
2X4 SMB L
OF STANDARD PRACTICE, PART 1,2,8 3 2X4 SMB 1 L
INCLUDING HOT WEATHER
RECOMMENDATIONS.. '1x'1 2X2 .
a. MOIST CURE OR POLYETHYLENE
CURING PERMITTED. O N N
T. PRIOR TO PLACING CONCRETE,TREAT K % X
THE ENTIRE SUBSURFACE AREA FOR fV fV
TERMITES IN COMPLIANCE WITH THE FBC. _
g..CONCRETE SHALL BE PLACED OVER A 2x4 SMB - - . 2x4 SMB
POLYETHYLENE VAPOR BARRIER. 2X2 2x2- -
O '
2.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. -
3.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2%3' 2%3 ZINC PLATED. 1X2 1X2•
4.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS.
5.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6"FROM ENDS&24"CENTERTO CENTER
6.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
INCH SLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 W J
7.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL Q' Q
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC ri, -HOST--,, 51.I:UCTr.170UNTY ImjlT TTT`c-))msloN- ',a p
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
B.SCREEN MATERIAL SHALL BE la/14 SCREEN UNLESS 1 p F1f jE;1\'iiD FO NiPLTr.,VCE Ve
APPROVED BY FLORIDA ENGINEERING LLC. - f - '-1 jiyj j;'t a I, Z W O
9.DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN I 1 Z LL
10.ROOF BRACING SHALL BE A MINIMUM 2'x2"x.0THE FIELD
50'. y I )I,'I..4u�S+1i�1ll 1T1CLhII'I'J1'l1JS�Rr TCEPT UA JV4� W YYYULf
11-.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR 1 Cn r�inSPLI�'I'j¢.H 1V.L.6L �" 34e U U
SHALL EPDXY TO DECK OR GROUT TO DECK W13000 PSI - ' U Z❑w
GROUT WITH BONDING AGENT 'U) J W
12.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING,-DRILL&
EPDXY NEW STEEL INTO EX.FOUNDATION WITH 1'MIN.HOLE,-
EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE W (�
(OR EQUAL)TYP.ALL LOCATIONS + p o O
13•INTEGRITY OF STRUCTURE SHALL NOT BE COMPROMISED W/ Q S U3 LL
THE ATTACHMENT OF THE PROPOSED STRUCTURE N '
SCALE:-NTS aa' BHT• 1
1710317 NOTE: PROJECT ON EXISTING CONCRETE WITH FOOTER BY OTHERq 8 >.
ALUMINUM MEMBEE2S DIMENSIONS rx2'x ANGLE SNAPSETCTIr^P. �^ 809SES FOREDGEh1ERMBER ( \\ pr1*f2/a���i�
HOLLOW SECTIONS -1H-32 ANGLE -
2%2;2k2'x0.060° Pxr O.B.BASE PLATE-TYP. -
2.012SMS INTO COLUMN
2%3;2°x3°x0.050' IWMASONRY ANCHOR EACH 21/1'MIN.CONC. ALUMINUM INTERNAL OR EXTERNAL =2 qQ' O
2x 4:2'X4°x0.050° ANGLE-EACH SIDE COL pECEIVING CHANNELw/(4)g10x7fi' VL
2 x 5:2'x5k0.050' ANCHOR EMBEDMENT INTO GIRT OR PURLIN N.(2)x14x76' ,'J p� O
OPEN BACK SECTIONS MIN4'SLAB 3000 PSI rMIN.INCREASE DISTANCE (4)•10xilrf SMS INTO INTO BEAM OR UPRIGHT 0.082 ANGLE EDGE MEMBER V fD it J N
1X2: BACK SEC MINC.vLABERMESH SCREW BOSSES CLIPS MAYBE USED
WHEN GREATER THAN 2x4 OR PURLIN
1 X 3:1k3k0.045' 926.
UPRIGHT IS USED •I j ,• Z %�` c 0�
SNAPSECTIONS - - (2)iHOxr
2 x 2 SNAP:21X2k0.050" INTO BEAM EDGEMEMSER/�0O"�*--° `x�t v Q
2 X 4 SNAP:2k4k0.050,45' CONO.FOOTING BELOW, ,`'SIDE VIEW,, ,,,NOTE,,,`, BEAM OR PURUN ����72T1lP,
SELF MATING(SMB) WHERE PAVERS ARE PRESENT USE 5118' PURLIN BRACE 0.08268083-TB FLAT PLATE y
TAPCON XL(RED HEAD MFG.)MASONRY -
ANCHORS TO PENETRATE UNDERLYING MEMBER wl(B)Y10x76'SMS,MIN..E y
2 X 4 SMB:2k4k0.044k0.100' CONCRETE FOOTING 2114^(MIN.) INSTALL BRAC EDGE DISTANCE.PLATE MAY BE
2%6 SMS:2k5k0.050°X0.100' UPRIGHT.BEAM-SNAP, TO CORNER FASTENED INTERNALLYT0,68fjG(:�
2x6SMB:2°x6k0.05."XO:120• 1/4'MASONRY ANCHOR SELF MATING,OR HOLLOW _ 1111141' 1YlY
2%7SMB:2k7'X0.067k0.120° AT EACH ANGLE 2-012SMS
2 X B SMB:2'x8"XO.072k0.124' npy
PURLIN
2 x 9 SMB:2k9k0.072-x0.124° 114'TAPCON XL(RED HEAD MFG.OR EQUAL)® V
2 x 10 SMS:2'x10k O
2 1.2 BASE 0.092'x0.398' - - r' d
2®SLAB(BEYOND) _ � � J m Do m
DETAILA DETAIL"C"•GIRT OR PURLIN TO BEAM J L �
n
1•x2'BASE PLATE ANCHORED OR POST DETAIL .SCALE:NTS 1� ('7
DETAIL° •RO0F BRACING CONNECTION t'
70 CONC w/114'MASONRV DETAIL, SCALE:NTS
•�``::::�,`; Z Z
ANCHOR B'MAX EACH SIDE J
OFPOSTANO24'O.C.MAX N�
CONIC.FOOTNG BELOW FRONTVIEW W
DETAIL"B"•2"z4"OR LARGER SELF MATING 2'xrx083'-DIM.TO MATCH PURLIN Z
UPRIGHT TO DECK DETAILS SCALE:NTS (2)#12 MSIN INTERNAL
TO .PURLIN M
RAIL(SMS INTERNAL INSAVE r^
' RAIL(3)412 EACH SIDE INTO PURLIN \.J
Z � .O
Q � Q
' EAVE RAIL•SEEPIA <
FASTEN TOP OF HEADER TO INTERSECTING 1.2 OPEN BACK I--• V
Z xr MEMBER W(2)#10 SMS wl1' - EXTRUSION UPRIGHT
PENETRATION INTO SCREW BOSS OF
2'xr MEMBER-TYP.BOTH SIDES tt O co
(EAVE RAIL EACH SIDE OF COLUMN J11 't a
L 2'x2•DOOR JAMS\ o - Lice
FLASHING '
1'x2'FASTEN TO COL(INTERNAL) _ ^^ -
vd(2)010xl iW SMS,FASTEN TO -- DETAIL"G"-SLOPED PURLIN
EAVVE RAILS ABOVE"011/r SMS
24-O.C.AND 6'WITHIN COL. FASTEN HEADERw/(2)N10x3' CONNECTION_SCALE:NTS
INTO SCREW BOSS OF HEADER _ _
1
TABLE 0
ALTERNATE DER CONNECTION ` 1112'.111(rPUTS
(TOP OR BOTTOM)
BW1 prygMg WHEN 2-RARIS USED-FASTEN @I'SPACINO
' Z-BARTOCOUHEAOERATEACH
CORNER AND 1B O/C
2 x 3 4112 rxr EDGE BEAM _
2 x 4 .5112 BEAM PER PLAN 03p11N Q'
2X5 5112 NOTCHED TO RECEIVE ALTERNATE BASE PLATE CONNECTION 1
COLUMN WITHIN (2)X10x3'SM9 Q J
ATTACH 2.,TO BASE PLATE _ INTO SCREW BOSSES 0-
2%6 6/12 (INTERNAL)w/(2)010xr SMS CONNECTING EDGE LU Q
112 SMS,(EACH SIDE) BEAM TO PURLIN w
2x7 7/12 CITY PER TABLED 1'xr FASTENED TO COLUMN Q
2%8 SI14 ATTACH BASE PLATE TO rxr d(2)010x111T SMS INTO ~0
NOTCH PROFILE MAY VARY vd(2)p10x3'SMS INTO SCREW SCREWS OSSES FOR SMB Vt U)a
2 x 9 9114 TO PERMR CORpECT B SMS BOSS OF BASE PLATE OR SNAP COLUMN Z W
2x10 9114 COLUMN PER PLANS \ 1•x2'SNAP W aLL
MAINTAIN MIN,OF&W SEPERATION - NOTCH COLUMN AS RC-0'D. W U�
FROM EDGE OF BEAM SMS O.C. COLUMN PER PLAN / V Z W
U) 9 W
DETAIL E°UPRIGHT TO BEAM Q—
U) a
CONNECTION SCALE:NTS - (LJ m
Q'
ALTERNATE DETAIL"0" SLOPED L31 D'.-of
1/4' PURLIN CONNECTION SCALE:NTS
O
COLUMN
ON 1112*(REDHEAD ETRA ION INT UNDE WITHIN S.
OF F Q •o In LE
COLUMN 1112'PENETRATION INTO UNO LYING FOOTNG U FF2--
N DETAIL"F'-DOORJAMB6 HEADER U
W
CONNECTION SCALE;NT8 n
SHT, 7
(1)3/8'DIA%4'LAB i` A(�a, ��
8'WIDEX0.125"Z'i .KET SCREW INTO E%ISTING ( - ^' �i-f�( ('(0
l X2'X 0.044'OPENBACK 1/B'STAINLESS STEEL \.
WI(2)a10%21/2'SMS THRU ®EACH BEAM AT3ALAG OVRHANGFRAIL BRAIDED CABLE 6x&10x11000NC. I 1��/
BEAM INTO SCREW SOSSES FASCIA WI318'X 3'LAGS:f]
3 FTAIL 40'MIN.
PER BRACKET
(1)31 BO•MAX WWM OR FIBERMESH
(1)N 10 X 1112'SMS B' LAG®24` .C.AT GUTTE
FROM BEAM AND 26'O.C. •:•' :.' `a�Q=� Oey
O Q; N
=C7�u1 o• wo
(8)N14x3/4'SMS 0,< ate.
° 0 4'MIN.SLAB `:,,`••'•;`;,";•`: 1/B'PLATE ON 45'ANGLE .. �xxx Z •I? -
w/FOOTING 3/8'DIAx3'EMBED OR118'x2'x2'ANGLEw/(4) d
2'X2'%1/e'X2'ALUM. °'O CONC.SCREW ANCHOR N12 SMSINTO EACH ��� .........'g��� �Q
RECEIVING CHANNELW/ (TAPCON OR EQUAL) INTERSECTING MEMBER ° /� 'J �Y V.
1-14-O.C.INWTOOiBSIDE %4'FASGIA r%4' 3000 PSI CONC. /,���I"'PRO W
// CIA SHALL BE- 40'MIN. BxB-10x10NO SCREWS IN / VER LENGTHEN B0.MAX W WM ORFIBERMESHtj
THISAREA'-/ REWS TO FULLY EYEBOLT FOR.
MOST IMPORTANT PENETRATE SUB FASCIA ��CgBLETENSION
IF OTHER FASCIA ADD2' .. ,,..... -
X4'PT FASCIA W1112'LAG •• •••` PERIMETER
BOLTS.11/2'INTO TRUSS o FRAMING 1AI'STAINLESS STEEL U O
6'GUTTER TAILS COUNTERSINK o•,, •"• ••�'•� /BRAIDED CABLE rMco
N
FLUSH WHEN INSTALLING W
112.LAG SCREWS '.:`•.�.: .:1'�:.•�.�.`.':.•,'.':. J
PRE DRILL WI 31B'DRILL TO '
PREVENT SPLITTING 4'MIN.SLAB• (n Ch
dFOOTING 1.6'x5.6'Al UFL STRAP DETAIL"I.2"CABLE CONNECTION vv
GI T w(2)3re•DIax3• - AT CORNER SCALE:NTS Z Z
MASONRYANCHOR QQ
(TAPCON OR EQUAL) U
M105M3 WITHIN B' y„
OF BEAM 824'O.C._._� FASTENGUTTERTO _ J O
FASCIA W N14xr DETAIL•'1."CABLE CONNECTIONuj
WOOD SCREW lW O.C. AT FOUNDATION SCALE:NTS W
(2)012 SMS Z
t- W ce)
INTO4 WOO SCREWS Z i O
E2�2.118-A-SIDEOFSE WOOD;CREW (2)412 SMS W Q -
EASIDEOFBEAM C =
EACH LEG EACH BID 7x2x118'ANGLE wI(2) GIRT
FASCIA(2'x8'MIN.EXISTING) N12 SMS EA LEG
STRUCTURAL F"' -
GUTTER l
SMB
TOP VIEW II O � 0
u �` D.
GIRT 05('GUTTER STIFFNER LL
DETAIL"H" aASwooFASCIA'\v2)
SCALE:NTS FASTEN TO GUTTERw(2)
118'A'4'x4'STRAP STRUCTURAL GUTTER N125MS
(2Ja12 SMS INTO BEAM SIDE VIEW
f-F 2 q12 SMS INTO GUTTER
° a3 o WHEN BEAM 6 PURLIN
° HITON CORNER-
F FASTEN OUTSIDE OF
a BEAM 6 PURLIN
w/118'x7x2'ANGLE
o� GIRT - 6(4)9125MS EACH LEG '
F EAGUTTERBRACES
o�-°� FASCIA EACH GUTTER
" INTO GUTTER S INTO
4
F •F WOOD SCREWS INTO FASCIA
°F 311B'-W52-H32 GUSSET 2x2xllr ANGLE w/(2)
012 SMS EA LEG Q
F - FASTENINSIDECORNER SMS W J
TABLE B-1 (BEAMTOPURUN)
(2)K12 w/1/B7i2'#'ANGLE
. \ K W
NOTE - eEAM COL.TO BBAMTD _ INTO EA:SMS MEMBER 06 ('-'0
INSTALL FASTENERS ALONG PERIMETER OF GUSSET BRE 8T BEAM SMB (BEAM&PURUN)
-SEAMJOINT YB-MIN,FROM EDGE.FASTENERS OTY sxsr GTYSNBI
$IDESOM&L FACESIBE Z 2 0!
MAYBE STAGGTABED TO LED-INSURE PROPER W O
QUANTITY PERTABLE&1 2 x 4 (5)#12 (9)#12 o• Z Q.J
FASTENER PATTERN MAY APPEAR DIFFERENT 2%5 (5#12 9#12 1/8'xrx4'STRAP W a:LL
FROM ILLUSTRATION. ) () (2))=SMS INTOBEAM GIRT DETAIL"M"BEAM&PURLIN TO GUTTER 111 IL LLI
MAINTAIN UY'SEPARATION BETWEEN FASTENERS. 2%8 (7)#12' (9)#12 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER CONNECTION SCALE:NTS UO
MAINTAIN 318'MIN.FASTENER SEPARATION FROM
BEAM JOINT OR EDGE OF BEAM LAP 2%7 (10)#12 (10)#12 - TOP VIEW (n W
FASTENERS MAYBE EVENLY SPACED AROUND
EDGE OF GUSSET WITHIN 316'OF BEAM JOINT.. 2 X B (12)#12 (14)#12
FASTENERS MAY BE STAGGERED TO INSURE m 0_
PROPER QUANTITY PER TABLE B-1 2%9 (14)#14 (14)#14 W
2x 10 (18)#1a DETAIL"L"CORNER CONNECTION
(15)#1a SCALE:NTS - o z ° Oc M O
c.Ln LL
DETAIL"K"GUSSET CONNECTION q
SCALE:NTS K SHT. 7
a
(� �•l� I �\\\IIIIIII//��
3/16'5052-H32 GUSSET - CORNER POST
#14 SMS®1 1/4'O.C.
2'X2'X1/8'X4'ANGLE \ Q" ••;`/ �j N
2'X PURLINS ATTACH TO PROVIDE X PINTO EACH �� 40 • / A
BEAM WITHMIN(4)#10 X 112'SMS MEMBER AS INDICATED BELOW ` Q'4# N o O
PLACE WASHER UNDER SCREW - 2"q O LL 'z. - . N
IN GUSSET CORNER 6083-T6ALUMINUM �'�W O 0 0'J w O
4'X4'X118'PLATE co
W#14XT INTO EACH ��j O N
MEMBERAS INDICATED `
° K-BRACE. i =, Z �
FRONT WALL:2' q+tftb'`•',Y-
° O SIDE WALL:2'X2 g Q
1114'(TYPICAL) ° lT./F� i���•*_PRC)
x I v, .
- m
rn
r�- O O O
S� NOTES:
NOTES: 7 AT EAVE RAIL SIMILAR BASEPLATE e- O a
DETAIL
1.GUSSET DIMENSION ARE MINIMUM(2) J 0) o
00
REQ'D(1)EA SIDE OF BEAM-MAYBE - 'J
INTERNAL OR EXTERNAL CY3
2.AS BEAM SIZE CHANGES,ADD OR ~ Ch t_+
SUBTRACT SCREWS TO MAINTAIN I I/4'CIC SPACING
3.GUSSET LENGTHS REMAIN CONSTANT Z Z Q O Q
WIDTHS CHANGETO MATCH BEAM SIZE. ' 1'X 2'O.B.FASTENED TO CORNER w ;5
POSTWIN12X1 I2'SMSAT6'FROM
GUSSETPLATE TOPS BOTTOM RAILS TYPICALLY®24'D.C.
PERESERIES SELF MATING t/B'X 2'X2'EXTRUDE ANGLELOS2 W J 0 Lo
BEAM H.2ALLOYEACORNERW/(2)#14X2'
CORNERPOST I SMS INTO POST B(1)3/8'DIA .W LL
CONCRETE SCREW ANCHOR INTO
2'X2'X1/B'ANGLE X 4'LONG i 6 CONCRETE �. W M
PROVIDE#14X PINTO EACH '
MEMBER AS INDICATED S
BELOW PROVIDE INTERIOR Z L O r
ANGLE ABOVE AND BELOW (2)#10X 172'SMS _
CHAIRRAIL THRU SCREW BOSSES W Q J
xto x
PURLIN �� Eoxf Q �• Q
CONTRACTORTO INSTALL
SLAB/FOOTING
(2)#14X 2'SMSYHRU BRACE SEE PLAN to
INTO BEAM THRU GUSSET O PLATE Lo O
EXTERIOR PLATE J :$ a
SIDE VIEW L
6083-T6 ALUMINUM "
4'X 8'X 118'PLATE I �.
wia7axrwro DETAIL#2 H-1 CORNERK-BRACEDETAIL
EACH MEMBER AS
INDICATED /q-3 SCALE:N.T.S.
K-BRACE
FRONT WALL'2'X 3'XO.046' ® ® 2'
SIDE WALL 2'X2'XO.048' m m I r CORNERPOST Wl1'X2'®
(4)#14 X3/4'SMS
m INTO POST BACKSIDE
O m mm
GIRT m ® I 3/8'X LENGTH AS REQUIRED d
® FOR 2114'EMBED CONCRETE (L J
K-BRACE ® CONCRETTECHOR INTO Q
FRONTWALL:2'X3'XO.046' GIRT (4)#12 EA MEMBER ca F I-`
'
SIDE WALL.2'X 2'X 0.046' 7 72' 1'X2'BASE PLATE J p
CONTRACTOR SHALL RUN ANCHORED TO CONC W/1W
4'(MIN)UPRIGHT m m® � 1/4'THRUBOLTTOATTACH , CONCRETE SCREW ANCHOR Z O
W/NYLON WASHER B STAINLESS STEEL NUT l 1/4-EMBED)
® m 6'MAX EACHCH's SIDE OF POST %Vll. W LL
® m AND 24'D.C.MAX :`.'•�.�::.'" ,,,.\��::' W (, 5., .EXTERIOR m
PLATE V U 0
W z cl
112'X6'X i/B'5052 H32 PLATE W
DETAIL#1 FRONT VIEW o zF-
0 co
� BOLL
H-2 INTERMEDIATE K-BRACE DETAIL HA_3 INTERMEDIATE K-BRACE DETAIL CP_ CORNER POST TO CONCRETE DETAIL 4
A-2 A-4 0 BHT.