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GENERAL NOTES 4. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON ASSEMBLY IN EXACT

1- ALL MATERIAL AND WORKMANSHIP SHALL ACCORDANCE WITH THESE PLANS CONFORM WITH THE REQUIREMENTS OF THE FAILURE TO FOLLOW THESE LATEST REVISION OF THE IBC 2015 PLANS SHALL BE THE SOLE RESPONSIBILITY DESIGN ACCORDING TO AISI-S100-12. OF THE ERECTOR, NORTH AMERICAN SPECIFICATION FOR 5. A PROFESSIONAL ENGINEER SHOULD BE

THE DESIGN OF COLD-FORMED STEEL RETAINED WHERE SITE INSPECTIONS ARE STRUCTURAL MEMBERS, AND WITH ANSI/ASCE WARRANTED 7-10 6. NO COMPONENTS MAY BE CUT OR MODIFIED

2. NO LOADS OTHER THAN THOSE GIVEN UNDER UNLESS IT IS IN ACCORDANCE WITH "ARCH DESIGN DATA" BESIDE SHALL BE MANUFACTURER'S INSTRUCTIONS AND/OR THIS IMPOSED ON THE "STRUCTURE" DRAWING

3, SPECIFIC NOTES AND DETAILS SHOWN ON THE 7. MINIMUM SEPARATION FROM THIS BUILDING TO DRAWINGS SHALL TAKE PRECEDENCE OVER ANY TALLER BUILDING MUST BE THE SMALLER THE BUILDING MANUAL SUPPLIED OF 20FT OR 6 TIMES THE HEIGHT

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FOUNDATION NOTES

NOTE: THE FOUNDATION ON THE DRAWING SPECIFIES THE MINIMUM REQUIREMENTS. LOCAL BUILDING CODE AND SITE CONDITIONS MAY REQUIRE A STRONGER FOUNDATION. WHICH MUST BE DESIGNED BY A LOCAL ENGINEER. 1. THE FOUNDATION SHALL BE FOUNDED DN NATURAL

UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 1500 psf. THIS SHALL BE DESIGNED TO FULLY RESIST ALL ROTATION AT THE BASE OF THE ARCH.

2. SLAB ON GRADE SHALL BE PLACED ON WELL COMPACTED SOIL CAPABLE DF SUSTAINING 1500 psf WITHOUT APPRECIABLE SETTLEMENT.

DESIGN DATA (MATERIALS)

1. CONCRETE F'c - 2500 PSI @ 28 DAYS ACI 2. REINFORCING STEEL GRADE 40. Fy � 40 KSI,

ASTM A615 3. W.W.R. Fy - 65 KSI, ASTM A185. 4. W.W.R. 6 X 6 - W1 .4 x W1 .4

ROOF PANEL DIMENSIONS

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WALL PANEL DIMENSIONS

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BOLTS: SAE GRADE 2 OR ASTM A307 ENDWALL STEEL THICKNESS � 1 .02 mm ROOF STEEL THICKNESS - 1.02 mm

SIDEWALL STEEL THICKNESS � 1.02 mm

GALVALUME SHEET STEEL: STRUCTURAL QUALITY ASTM SPECIFICATION A792-06a 55% ALUMINUM-ZINC ALLOY (HOT DIP COATING) ASTM A792 GRADE 50A 50 KSI MINIMUM YIELD 65 KSI MINIMUM TENSILE OTHER SECTIONS SHALL CONFORM TO: ASTM 36 (Fy�36 KSI)

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ARCH DESIGN DA TA IN ACCORDANCE WITH ANSI/ASCE 7-70: Lr: ROOF LIVE LOAD (PSF) � 40 Pg: GROUND SNOW LOAD (PSF) � 65 Ce: EXPOSURE FACTOR � 1.0 Ct: THERMAL FACTOR - 1.0 I: IMPORTANCE FACTOR (SNOW) - 0.8 CATEGORY 1 BUILDING Pnet: COMPONENT WIND PRESSURE (PSF) � + /- 67 V: BASIC WIND SPEED (MPH) � 190 Kh: VELOCITY PRESSURE EXPOSURE � 0.85 WIND EXPOSURE FACTOR � C SEISMIC DESIGN CATEGORY � 8

ENGINEERS SEAL:

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NOTE This drawing is the property of Future Steel Buildings Intl. Corp. Any duplication of this dr□wing in whole 0, in port is strictly forbidden. Anyone doing so will be prosecuted to the full extent of the law,

6# fD FLJTLJRE STEEL E3LJIL□lnGs"

220 CHRYSLER DR., BRAMPTON, ONTARIO, CANADA (905) 790-8500

SCALE: N.T.S. I APPROVED BY: P.G. I CHECKED BY: A.G. I DATE: JAN. 23 2018

PROJECT; NAME

ADDRESS

IDWG• E20-12-24 18-0000

MODEL:

[Man door optional]