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ASCE 7-10, OSHA, AISC 3GO, AISI 100,-AWSD 1.3 RISK CATEGORY: I" . 2 , • • • ELEVATIONS
CODES~AND ALL APPLICABLE LOCAL. REQUIREMENTS. ;3 • • •`• • • • • FOUNDATION DETAILS. _ r
2. BASE CONNECTIONS 5HALL.13E PROVIDED A5 SHOWN I .' DEAD LOAD (D) D = 2..0 PSF- I
4 FLOOR PLAN DETA L5
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ON FOUNDATION DETAILS SHEET. 2. ROOF LIVE LOAD (L•)' Lr = 20:PSF 5 ......:. FRAME SECTION DETAILS �w o Q►(!� p Lo
UFACTURER NAME 3. SNOW LOAD (5) - .•. o'9 CD co
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GROUND SNOW LOAD P — 0 P5F,• GA ....... SIDE WALL FRAMING I
3. ALL MATERIALS IDENTIFIED BY MAN
MAY BE SUBSTITUTED WITH MATERIAL EQUAL' OR 9 — "ca , O o X p
IMPORTANCE. FACTOR, 15 = 0.80 ICE:
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EXCEEDING ORIGINAL. 4 �.
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- THERMAL FACTOR Ct 1 .2 //��,,( ``\ _ '
4. ALL 5HOP.CONNECTIONS SHALL BE WELDED _ ftal Y� Z
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5. ALL FIELD CONNECTIONS SHALL BE'.# 12 (114"X I ") FLAT ROOF SNOW LOAD Pf'= O PSF 7B....... END WALL DETAILS
(E5P,21 9G) OR APPROVED EQUAL. SLOPED ROOF SNOW LOAD Ps = O P5F
4: WIND LOAD (W),-
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G. STEEL SHEATHING SHABE 29GA,y
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7. ALL STRUCTURAL`'LIGHT GAUGE TUBING,AND CHANNELS SDs/SD,I 0.48/0.274 , U, Z. Q�pFESS/Oti ,
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8. ` - TPUCTURALTUBE TS2 I/2"X2 I/2 I4GA. 15 SITE CLASS t• D Lu o'
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0.0 19" THICKNESS. 29GA IS DEFINED AS'.O.O 15" 3. D + 0.75 (0. CW OR ±0.7E) + 0.75 (Lr OR 5) Z O TF OF CALf-p� '
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SHEET NO.: 7E3 Of 7