HomeMy WebLinkAboutDrawing Anchor Locations2 1/2- 70'
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WALL JAMB a
1/4 X 2 1/2" TAPCON W/ 1 3/4"
. 6NMI. EIVBCDNF�IT O OONCRETE
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(4) £A, 1/4" X 2 •r/2" TA-CO11
® CONCRETE, YNTH 1 3/4' NNI,
DABEDUE19 LOCATIONS AS SHMN
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197" _
ItIFINITE FRAMr. VADTH
57 ,L,O. 1
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( wyar g.+ow 1w.
57 1/2-
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PERIMETER FASTEKM;
1. TYPICAL INSTALLATION Ina SUBS7RA7E9
A. 2500 PSI MCRFTE
S. STME 18 CA MDT.
C. HOT ROLLED STEEL, 1/8- MIN. THICKNESS
D. SO. PkIE, GRADE NO. 2 OR BETTER
2. FIRST ANCHOR IS 2- FROM EDGE
1/2' OF VIORIF . EACH ACIDITIONAL
M7ENER IS AT REQUIRED MIN. SPACII4G.
HEAD
1/4• X: 2 1/2` rAPCOI( VI/ 1 3/4' r
N. V. MWEDMENT 0 CONCRETE,
WN. 4- SPACING .
WALL JAMMB
LOCATE (3) 6 h4DP0IHT:
(` I 1/4' X 2 1/2" TAPOON TYP. 0
/ CONCRETE. s" L@I SPACING WITH
1 3/4" )AN. USBEDMENT.
l.%�:E it ��l'ls�►7-i JL�l.JL"�.r ':
ANC ? L0- -
SILL
X 2 1/2" rApc&4 W/ 1 3/4"
11/4"
MN. DABEOWNf 0 CONCRETE,
WL 4" SPAL9NG
1111111 PERFORMANCE SUHSILL
SAME AS SILL A3,7VE TO SUBSTRATE.
SILL MUST BE ANCHORED TO SUBSE,I•'
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VNM 1/4 =14 X 1 1/27 5176N
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