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YIELD: 830,000 PSI .- "� - 12-14x1' TEK SCRCWSS (TYP.)
TENSILE: :15,0°0 PSI (TYP) '_- •' -;"`^ �c _ i'...0„ -- TRUSS OR -
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• BUILDING CODE AND THE RESIDENTIAL. 5EC. R301, COMMERCIAL SEC. 1609, ASCE
_ 7-14 WIND CODES FOR 150 MPH 3 SEC. GUSTS, AS WELL AS OSHA, AI5C CODES,
AND ALL APPLICABLE LOCAL REQUIREMENTS, THESE PLANS INCLUDE DESIGN FOR
ALL. WIND :SPEEDS UP T4 AND INCLUDING 150 MPH. 3 SEC. GUST CONDITION,
BOXED E=�AVE CC)Nt ECTION � 4�0"
N.T.S. 14 X "7/8" TEK LAP SCRMS (TYP.) 4. AL.L. SIDING ANO ROOFING TO BE MINIMUM OF 26 GAUGE ATTACHED 70 THE
34"' ON CENTER (ROOF ONLY) COLUMNS AS SHOWN AND CONSIDERED TO BE A MIN. OF 3 SPAN.
5. REQUIRED DATA
IMPORTANCE FACTOR........................
ROOFING SCREW BUILDING CATAGORY.........................(1)
WIND EXPOSURE.
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COMP. &„CLAD OWP.........................SEE CHART
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SIESMIC AND HURRICANE SIMPSON TIE PLATE DEAD LOAD 2 PSF
COLUMN TIES SIMPSON STRONG TIE TRUSS S/H3 OR EQUIVALENT LIVE LOAD 2a PSF
S/H3 OR EQUIVALENT” ✓ (INSIDE ONLY) WIND LOAD 0 PRESSURE FROM 150 MPH. 3 SEC,
TABLE 1649.3.1
FL474.103 y 2"x3"x14 GA. 'TUBING- FL474.103
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" WEDGE ANCHOR BOLT MINIMUM OF 2j" G-''^�'~"' TENSILE: 55,000 PSI
IMBEDDED IN CONCRETE; MINIMUM OF 2" FROM 14k1^ " - " YIELD: 50,000 F',S.I. COLUMN
WINDOW tv1ODEL: FLi294().'I
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(1) WITHIN 12" OF COLUMNS N YIELD 50,000 P.S.I. a TEK SCREW --
SH704 WINUGUARD SN SERIES 700 FL23E1.4;
ui 2"- k j TENSILE 55.000 P,S,I.
'THE DESIGN PRESSURES REQUIRED ARF, INDICATED IN WALL 'T_aNE 4
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3,000 PSI , YIELD: 50,000 P.S,I. OF WOOD CONNECTIONS. WINDOWS MAY BE LOCATED IN 'THE FRONT WALL, BACK
YIELD 50,000 14x1-,"•-" / P.Sd. OR - UR >2x2" TO x c• TIE PLpP.S,I. TENSILE TEK SCREW' p 14GA. TU51NG• YIELD 50,000 1 LINSILE GA. _ WALL, OR EITHER SIDE NO LESS THAN 2'-0" FROM THE CORNER.
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f 0 45' ;1 C) 14 A l-1/4=
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