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VALID FOR 1 PERMIT ONLY U.N.O.REMARKS DRWN CHKD DATESCALE:
COPYRIGHT ENGINEERING EXPRESSC:\Users\colby\Engineering Express\Production - Documents\Projects\20-25436 Aluminum Louvered Roof\WP\Drawings & CAD\20-25436n Louvered Roof MPS.dwg07/23/2021 - 1:44pm colby INIT ISSUE (18-5654) RWN TSB 8/24/182018 IBC EPR RWN 5/11/20DETAIL UPDATES EPR RWN 7/22/202021 UPDATE CCB AEM 7/13/21- - - -TO HOLLOW CONCRETE BLOCK (ASTM C-90):
x 1 4" ITW TAPCON (OR EQUIV.) W/ 1 14" MIN.
EMBEDMENT, 4" MIN. EDGE DISTANCE. SPACE PAIRS
AT 10" O.C AND 5" FROM ENDS
TO WOOD HOST STRUCTURE (G=0.55 MIN):
x 516" LAG SCREWS W/ 2" MIN. THREAD
PENETRATION, 34" MIN. EDGE DISTANCE. SPACE
GROUPS OF (3) AT 16" O.C. AND 6" MIN. FROM ENDS
TO CONCRETE (3000 PSI MIN):
x 14" ITW TAPCON (OR EQUIV.) W/ 134" MIN.
EMBEDMENT, 212" MIN. EDGE DISTANCE. SPACE PAIRS
AT 16" O.C. AND 6" MIN. FROM ENDS
ANCHOR SCHEDULE:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURERS' RECOMMENDATIONS.
2. WOOD HOST STRUCTURE SHALL BE G=0.42 OR
GREATER DENSITY, AND SHALL NOT BE DIRECTLY EXPOSED
TO WEATHERING ELEMENTS.
3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN
ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE
DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER
WALL FINISHES.
4. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO
NON-CRACKED CONCRETE ONLY.
5. WHERE EXISTING STRUCTURE IS WOOD FRAMING,
EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING
MEMBERS, NOT INTO PLYWOOD.
ANCHOR NOTES:
LEDGER
BEAM, TYP.
HOST STRUCTURE,
BY OTHERS. SEE
ANCHOR SCHEDULE
PROVIDE PAIRS OF
ANCHORS TO HOST
WALL SPACED AS
SHOWN. SEE
ANCHOR SCHEDULE
FOR OPTIONS AND
SPACING OF PAIRS6"1"
PROVIDE INTERNAL ALUM U-CHANNEL
2"X2"X13 4"X7 12". ATTACH CHANNEL TO
LEDGER BEAM W/ (3) #14 SAE GR 5 OR SS
SMS SPACED AS SHOWN. PROVIDE (4) #14
SAE GR 5 OR SS SMS (2 PER SIDE) TO
ATTACH UNLOADED OUTER BEAM TO
CHANNEL SPACED AS SHOWN7 1/2"2"1"EQ. EQ. 5 1/2"UNLOADED
OUTER
BEAM, TYP.
ATTACHMENTS TO
WOOD HOST REQUIRE
GROUPS OF (3)
ANCHORS PER ANCHOR
SCHEDULE, TYP.
N.T.S.
BEAM TO LEDGER BEAM
SECTION
PHOTOCOPIES NOT
TO BE USED
POST (CORNER
OR MID), TYP.
1" 1"EQ. EQ. EQ.
10 1/2"
PROVIDE INTERNAL ALUM U-CHANNEL
2"X2"X134"X1012" TOP AND BOTTOM.
ATTACH CHANNEL TO POST/BEAM MEMBER
W/ (4) #14 SAE GR 5 OR SS SMS SPACED
AS SHOWN. ATTACH DIAGONAL BRACE TO
CHANNEL W/ (6) #14 SAE GR 5 OR SS SMS
(3 PER SIDE), TYP.
PROVIDE 2"X8"X18" ALUM
DIAGONAL BRACE AS SHOWN
18"BEAM (MAIN OR
UNLOADED OUTER), TYP.
N.T.S.
DIAGONAL BRACE OPTION
SECTION
3
"
3 3/4"6"PROVIDE (4) 2"X2"X18" ALUM
CLIP AS SHOWN
TO CONCRETE: PROVIDE (2) 14" DEWALT
SCREW BOLTS PER CLIP (8 TOTAL) SPACED
AS SHOWN. PROVIDE 212" MIN.
EMBEDMENT AND 312" MIN. FROM ANY
CONC. EDGE.
TO WOOD (G=0.55 MIN.): PROVIDE (2)
38" LAG SCREWS PER CLIP (8 TOTAL)
SPACED AS SHOWN. PROVIDE 2" MIN.
THREAD PENETRATION AND 1" MIN. FROM
ANY WOOD EDGE.
PROVIDE (4) #14 SAE GR 5 OR
SS SMS PER CLIP (16 TOTAL)
EQUALLY SPACED AS SHOWN
7/8"
3 3/4"
PROVIDE (4) #14 SAE GR 5 OR
SS SMS PER CLIP (16 TOTAL)
EQUALLY SPACED AS SHOWN
1"
PROVIDE (4) 2"X2"X18"X6"
ALUM CLIP AS SHOWN
3 KSI MIN. CONC.
HOST SUBSTRATE,
BY OTHERS
A
A
A-A
POST,
TYP.
POST,
TYP.
N.T.S. SECTION
POST BASE TO SLAB OR
DECK - CLIP OPTION8.00"MID POST,
TYP.
BEA
M
D
I
R
E
C
T
I
O
N
BEA
M
D
I
R
E
C
T
I
O
N
CUT OUT THREE
INSIDE FACES OF
POST AS SHOWN
BEAMS SHALL
ATTACH TO INSIDE
FACE OF REMAINING
POST SECTION
6.00"
DOUBLE
MAIN
BEAM,
TYP.
ATTACH EACH MAIN BEAM TO
POST FLAP W/ (6) #14 SAE
GR 5 OR SS SMS SPACED AS
SHOWN3" 3" 3
5
MID POST,
TYP.
DOUBLE
MAIN
BEAM,
TYP.
1/2"2"
1" 1"1/2" 2"
DOUBLE
MAIN
BEAM, TYP.
DOUBLE
MAIN BEAM,
TYP.
MID POST,
TYP.
ATTACH EACH MAIN BEAM TO POST
FLAP W/ (6) #14 SAE GR 5 OR SS SMS
SPACED AS SHOWN
N.T.S.
MID POST CUT OUT
ISOMETRIC
N.T.S.
DOUBLE BEAM TO MID POST
SECTION
N.T.S.
DOUBLE BEAM TO MID POST
SECTION
VALID ONLY FOR ZIP CODE: 46033
VALID ONLY FOR: Cutting Edge
Hardscapes
FOR PERMIT USE WITHIN 14 DAYS
OF DIGITAL SEAL
PE10606888
09/13/21