HomeMy WebLinkAboutPLANSGE14RRAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SEI7
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACI318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 150
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/-1 % - ASTM C 260
IV. WATER REDUCING AGENT-ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS -ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5'. WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC. (CATEGORY 2 ROOMS ONLY)
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER. (CATEGORY 2 ROOMS ONLY)
2. FOOTING SIZE: EXISTING CONCRETE SLAB. NO ADDITIONAL
FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE
PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE
SLAB (3000 PSI) IS PROVIDED IN SOUND CONDITION, FREE
FROM STRUCTURAL CRACKING, SPALLING & OTHER
DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER
CONCRETE SLAB MINIMUM 8"x8" Wl (1) #5 BAR TO BE
VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS
FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18114 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5-0" IN
HEIGHT.
MISCELLANEOUS:
RECEIVED
MAY 15 2019
ST. Lucie County, Permitting
............
ii
O
_Z04
'rq o
O J
- -
a
ON
ti
-(:Z o
(D [ U (D
w
Q =
w
N
y •: � z
U)
v
o
M
.............
''
ui
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3: DOOR LOCATION MAY BE RELOCATED BY $ONTRACTOR IN
THE FIELD. 1
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"xZW.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1 "xZW.044"
1 x 3: 1 "x3"4.044"
SNAP SECTIONS
2 x 2 SNAP: 2"xZW.050"
2 x 3 SNAP: 2"x&W.050"
2 x 4 SNAP: 2"x4"x0.045"
FIx_ 15"0PY
0_�-0 375
REVIEWED FOR
CODE COMPLIANCE
ST. L CIE COMy
BOCC
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7x0.057"x0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"xl0"x0.092"x0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
SCANNED
BY
St. Lucie Count.
V
w
w
z
z
LU
O
LL
F_-
z
D
J
Lo
O
00
0)
o)
Ch
C) U
p U
1 0)
LL. LrLIJ ' L
N
F- M c
I "T N
Q 0
2
U 3
H-
0_
C_
Co
N
rn
T
O
z
F-
U
W
O
a
Z
O
H
U
�
pJ
V)
p�
Z
z W
O
U
K
w
� al
YQa_
LU
�af
o
<
UUK
O -
YO
w
mNO
DESIGN DATE: 0413012019
REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS
Foa ALUMINUM PANS OR GALVA-UME STEEL PANS 'TYP. RIDGE BEAM CONNECTIONS \O O�......
USE #¢ a' x 9nw/ s/B' NEo-WASHER (3) PER PAN *ALL MEMBERS PER PLAN SEE PAGE-2 J\
FOR COW. PANELS #12 % I' -G. THAN PANEL THICKNESS C�
26GA FLASHING EMS W/ 1-1/2-NEO-WASHER 12-O/C (4) PER PANEL
WTE)A
= Q�:• LL Q'• W
.050 % 3' U-HEADER FASTENED N
/ROOF PER PIAN TO BEAN WI al2%9/16' EE R Z; Vi O/ THROUGH 84Ctt OF NEAOERINTODEAn IY 0/c 6 #12r911b' BEAM PER PLAN _ �W Do26GA FLASHING EMS 12' O/C TpP B BOTTOM _ \l UCO W/ #0 SME 6. 0/C \ ` /ROOF PER RAN / 0 DMCD
BEAM PER PLAN/B'TXRU-BCiT / (31 FA1/C'OSTL BOLTSOfl 1/a'%2'%3'%SURACE LENGTH RECCHANNEE //� p O \\ pl W
21 tl12%3/C'TEKS EA SIDE ••• ••P''FOR SHE TO CSEE G r nUANDTY fOAMSIZER 2X6 f:(6I n12) FASTEN CHANNELTO COLUMN W/YII %9(16'$MS Z //\\PIC
NECTION CARRIER BEAM (2)3/0'TXRU-B0.TQUANNT•BEAM SIZEPER PLAN FASTEN BEAM TO CHANNEL WJ#12 X9/16-SMS'FOR SHE SEE O pUANITY=BEAM SREBEAM TO CM. 2'XVrRECCHANNELW/n12SMS(QUANIW=BEAMSIZEI EX: FOR 2%] USE(3) n12 SMS M SIDE3X30R 4X4 COIA'ECTION (Z'MIN. EMBED.) INTO HOST STRUCTURE(WWO) OR O �' c) DO
POST PER PLAN 1/4' 0 TAPCONSX 2-UI' L 1-1/2" O.C. STAGGERED NOTE:
(MIN.OF2 PER CONN.)OR S%2'%.MO' ANGLE Ek SIDE FASTEN ERS MAY BE STAGGERED MAINTAIN M M CD
W
OF BEAM FASTENED SAME AS CHANNEL 1/2' SEPERA➢ON FROM OTHER FASTENERS J (miIn
#
AND EWE OF CHANNEL OR END OF BEAMREV
FOR /n �' Co
FRONT VIEW FRONT VIEW FRONT VIEW BEAM TO WALL SCALE: N.T.S. ��®�®UVtl� `la� p p'�� V7 z Q O Q
ROOF PANEL TO BEAM OPTION #I ROOF PANEL TO BEAM OPTION #2 DETAIL'E"BEAMTOCOL.CONNECTION E'aaGUC1�J L— D — U c0
CONNETION DETAIL SCALE: N.T.S. CONNETION DETAIL SCALE: N.T.S. SCALE: N.T.S. �'�'R ������a�y®�H Y �j
®e s� Lu J O 00
W < LL T ,c
Z
wm�
F- co
Z0
T w Q -j
v
Q2¢
2X3 DJ o ¢ U
T HOST 15 1/2" O/H STRUC. GUTTER �� H M
------------------T---------------- I I N
2X3 DJ - O `r
= c I N �
y�0 FAG' 1 10 OD
3X3X.093 �I ��+QP�Q�\ i� i� O
00 NI O �(GG ti Ln ri Z
m X m o q Xi ��Q05��oti 00 00 F
m
CD ci N X � Ni LO� ��� Lu
1 LID
X I
m
1N I
1'-011 O H I
10 -4 -I 81-3" 8'-3" 9'-6" f-10 7 4
INSULATED PANELS z
O
U
2X3 TYP. w
,-I I L0 m m DO - z z ui
O DU
0 Of
0� X X x o= ^� FOUNDATION: w waa
%-I m N N M O i o U' d o CYj ~ F-
m 2 CAP OVER EXISTING � < O
2X3 TYP. 4" SLAB BONDED W/ Y ° ED m N o
z p
O K
HI BOND BONDING AGENT
1X3 TYP. DESIGN DATE: 04/30/2019
�26I-DM REVISION11: 05/qNTS2
GE:
REVISION 2:
SCALE:
1X3
0
00
3X3X.093
m
Lr
� N
�
X
X
O
m
m
2X3 DJ
( 1" _�
'ECONDARY ANGLE MIN
0.125" THICK (NOT
(4) #12x3/4" SMS
REQUIRED FOR 2x3
FASTENING SECONDARY
MEMBER)
ANGLE TO COLUMN
(TYP EACH SIDE)
RIMARY 2"x2"
(B) 3/8" 0 CONCRETE SCREW
x0.125'ANGLE
ANCHOR INTO SECONDARY
2) #1 Ox3/4" EMS FASTENING
ANGLE
COLUMN TO PRIMARY ANGLE
(TYP EACH SIDE)
O
(TYP EACH SIDE)
(SEE TABLE)
O
O O
"x2" BASE MEMBER
(TYP EACH SIDE)
ANCHORSPA
(MINI) (TVP) (SEE TABLE)
1) 1/4" 0 CONCRETE SCREW
COLUMN
SIZE
3/8" 0
CONCRETE SCREW
ANCHOR
B
MIN SPA
2X3
0
0
2X4
1
3
2X5
1
3
2X6
1
4
ZX7
1
5
2X8
2
3
2X9
2
4
2MO
2
4.6
ANCHOR INTO PRIMARY
ANGLE AND @ 1/4" 0 CONCRETE
3"MIN. SCREWANCHOR@
24" O.C. BETWEEN COLUMNS
NOTES: (TYP EACH SIDE)
1. NUMBER OFANCHORS "B" IS EACH SIDE INTO THE SECONDARY
ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2.
2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING
SHALL BE 2 3/4" AT ALL UPRIGHT LOCATIONS. ALL SCREW LENGTH
AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR
REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER
DECK IS PRESENT.
3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED
ON S-1, D. FASTENERS, OTHER BRAND &TYPE SHALL BE APPROVED
BY ENGINEER.
4. 2X3 W(1X2 CORNER POST SHALL REQUIRE SAME BASE
CONNECTIONS AS 2X4 SHOWN IN TABLE.
5. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTIONS SIMILAR IF
CONCRETE LINTEL IF WOOD LINTEL SUBSTITUTE 1/4" OXW LAG
SCREW FOR WW 0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES.
6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3
MEMBER.
2"x3" OR LARGER UPRIGHTTO CONCRETE
W/WO PAVER DETAILS SCALE: N.T.S.
FLASHING SEALED TO
WA
WALL (TYP.)
EXISTING RAFTER
OR TRUSSER
00
+.a.kc ( #12,W4"EMS @12"O.C. TOP
lei
O
& BOTTOM
0000 #12x3/4"SMS@12"O.C. TOP
�
&BOTTOM
.040 X 3" LLHEADER
x
CONCRETE OR FILLED
MASONRY
RECEIVING CHANNEL —
1W O/C (INTERNAL)
ROOF PANEL ATTACHMENT -MASONRY
SCALE: N.T.S.
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 9/16" W15/8" NEO-WASHER (3) PER PAN
FOR COMPOSITE PANELS #14 X 1" LG. THAN PANEL
THICKNESS EMS W/ 1-12" NEO-WASHER @ 12" O/C (5 PER PANEL)
HOST / ROOF PER PLAN
ALTERNATES FOR COL.
TO 2"X2'AT HEADER:
1- DETAIL "C" SHT 3
2-HEAVYANGLE W/
(3) #14 TEN EA SIDE
PER PLAN
1"X2" FASTEN T
ADJOINING WA
W/#12 X 1-12"
EMS @ 18" O.C.
AND 6" FROM ENDS
WHERE KICK PLATE IS INDICATED
FASTEN WI #10 X W16" SMS
8" O/C AT PERIMETER
CARRIER BEAM
(SEE ROOF TO CARRIER
BEAM CONNECTION THIS PAGE)
1" X 2" FASTEN TO
ADJOINING WALL
WM12X 142"SMS
@ 18" O.C.
WHERE SMB USED FOR
COL. ATTACH PER
DETAIL"B"
#12 X 3/4 @ 12" O.0
TOP & BOTTOM
2" NOMINAL STRUCTURAL \FOR COMPOSITE PANELS: -
V. FASCIA MIN.
(2) #72 X 2"SMS
THROUGH RECEIVING FOR ALUMINUM PANS:
3 CHANNEL @ 12" O.C. #12 X 2" SMS THROUGH
ALTERNATELY: BOXED END": INTO WD FASCIA
(1) IWX3" LAG BOLT (3) PER PAN
THROUGH RECEIVING
CHANNEL@12"O.C.
XA011111111,,1lI//,
o�
Z ;' T7 O
Z ILU
LL
O
O
-� L)
W
Q
p
y •.> z
i CG!� •.
H
ED
...
"O/t
Nn1111R
ROOF PANEL ATTACHMENT- WOODFRAME REVIEWED FOR
cj SCALE: N.T.S.
7.'
- #14%4°SMS W/1-1/2"
y' NEW-PRENE WASHER 12" O.C.
,,-(4) PER PANEL
3"INSULA7EI5 ODF /
N
3"X.050_
EXTRUDED
U-HEADER
3X w.
X. DSO
_-GUTTER
O 0
O 0
2"XP'X1/8"ANGLE W/
w't
(4) #13 EACH LEG
�1
EACH SIDE TYP.
0 '.
X
m
ROOF TO CARRIER BEAM CONNECTION
DETAIL SCALE: N.T.S.
(A) 1/6'x3- TMCON THRU
BOTTOM LEG OF ANGLE
INTO CONIC.
2- FROM EDGE
OF SLAB
TOP VIEW
CONTRACTOR MAY bSE : (3) #14 TENS
IN LIEU OF I/4' OIA. THRU BOLTS
3- 3' POST
Q) 1/4• DIA. MACHINE (SEE PAGE-2
BOLTS wMASHERS FOR SIZE)
/0-X2'n3'
(LENGTH)ANGLE
(U 1lA'x3' TAPCON (INTERNAL)
THRU BOTTOM LEG
OF ANGLE INTO CONIC. .�
1/4'TAPCON (RED
4
EXISTING CONCRETE TYPICAL SIDE WALL
( D HEAD MFG. OR EQUAL) 6"FROM ENDS 24- O.C. 3000 PSI GONG.
COLUMN 1-1/2"PENETRATION INTO UNDERLYING FOOTING SLAB/ FTG. � •
6X6-IOx10 WWM ,
SCREEN ROOM END WALL OR FIBERMESH
DETAIL SCALE: N.T.S. FRONT VIEW
3"x3" POST CONNECTION DETAIL
(INTERNAL BASE) SCALE: N.T.S.
CODE COMPLIANCE
soCC
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL W/(4) #IOx75"
INTO GIRT OR PURLIN & (2) #14x75"
INTO BEAM OR UPRIGHT 0.062 ANGLE
CLIPS MAYBE USED
PURLIN J� Id I MEMBER
#10x2" SMS INTO
REW BOSSES
UPRIGHT, BEAM -SNAP,
SELF MATING, OR HOLLOW
DETAIL "C" - GIRT OR PURLIN TO BEAM
OR POST DETAIL SCALE: N.T.S.
(2)3/8'DIA. EXPANSION BOLTS
SEE NOTE #1 THIS PAGE
FOR BOLT PLACEMENT
Z'FROM EDGE
OF SLAB
2- FROM EDGE
OF SLAB .
1
TOP VIEW
(2) 1/v DIA. MACHINE CONTRACTOR MAY USE : (3) #1A TEKS
BOLTS w/ WASHERS IN LIEU OF I/4' DIA. THRU BOLTS
Y3' POST
(2) 3/0' DIA. EXPANSION BOLTS
(SEE PAGE-2
SEE NOTE #1 THIS PAGE
FOR SIZE)
FOR BOLT PLACEMENT
YX3x0.125 ANGLE
3000 PSI CONIC.
"
SLAB/ FTG.
6x6-IOxIO WWM
OR FIBERMESH
FRONT VIEW
3"x3" POST CONNECTION DETAIL
SCALE: N.T.S.
ui
uj
•