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1300 SFWATER RISERTTTBUILDING #3BUILDING #16017 SFGYMF1A0.103_______DOOR TO BE HELD OPEN FOR NATURAL VENTILATIONSTORM RATED DOORSTORM RATED DOORSTORM RATED DOORTORNADO SHELTER SIGN TYPE 'A'STORM RATED DOORTORNADO SHELTER SIGN TYPE 'B'TORNADO SHELTER SIGN TYPE 'B'DOOR TO BE HELD OPEN FOR NATURAL VENTILATIONSTORM RATED DOORSTORM RATED DOORB1A5.202______________SIMC1A0.103LEGEND:STORM SHELTER - EXTENTSSTORM SHELTER - OCCUPANT FLOOR AREACANOPY FRAMING -T/BEAM111' -6 1/2"ABCDC.7A.1T.O. FOOTINGSEE STRUCTFINISH FLOOR100'-0"T.O. PRECAST132'-0"T.O. STL STUD134'-0"CONCRETE SLAB ON GRADE, SEE STRUCTCOMPOSITE DECK, SEE STRUCTCONC. FOUNDATION & FOOTING, SEE STRUCTMOTORIZED ROOF HATCH FOR VENTILATION EXHAUST WITH #3 REBAR AT 3" O.C., (SEE STRUCT) 8.38 SF X (3) ROOF HATCHES = 25.14 SF14" PRECAST PANELS, SEE STRUCTSTORM LOUVER VENT, SEE MECHCURTAINWALL WITH COILING STORM SHUTTER, TYP.AA.1BCC.7DT.O. STUD - MUSIC119'-0"B1A5.202_______250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST)MISSILE IMPACT RESISTANCE: 15 LB 2x4 @ 67 MPH (HORIZONTAL SURFACES)15 LB 2x4 @ 100 MPH (VERTICAL SURFACES)SAFE ROOM BUILDER: ICSTORNADO SAFE ROOM1'-0"1'-6"5" H TORNADO GRAPHIC5'-0" AFF TYP3/4" ARIAL FONT, WHITE RAISED LETTERING3/8" ARIAL FONT, WHITE RAISED LETTERINGTHERMOFORMED WALL SIGN, RAISED LETTERING TO BE WHITE, BACKGROUND TO BE SELECTED BY ARCHITECTINTEGRAL TACTILE BRAILLE, TO READ "TORNADO SAFE ROOM"TYP1/2"1 1/2"1/2"1/2"1 1/2"250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST)SAFE ROOM BUILDER: ICSTORNADO SAFE ROOM1'-0"1'-6"6" H TORNADO GRAPHIC3/4" ARIAL FONT, WHITE RAISED LETTERING3/8" ARIAL FONT, WHITE RAISED LETTERINGTHERMOFORMED WALL SIGN, RAISED LETTERING TO BE WHITE, BACKGROUND TO BE SELECTED BY ARCHITECT5'-0" AFF TYP1 1/2"0"1/2"1/2"6 1/2"1"INTEGRAL TACTILE BRAILLE, TO READ "TORNADO SAFE ROOM"FEDCBA12345678AMNNorthCheck:Drawn:Date:Comm:License Number:I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensedunder the laws of the State ofScale:Date501 South Eighth StreetMinneapolis, MN 55404krausanderson.com | 612 332 728112/15/2020 4:11:11 PMC:\Users\tertl\Documents\192237 _ 2020 NEW ELEMENTARY (R19) central_tertl@woldae.com.rvtAs indicatedCentral: \\Wae-srv-mn.woldae.com\StPaul\ISD624\ES_NEW\192237_2020 NEW ES\02_ARCH\Revit\192237 _ 2020NEW ELEMENTARY (R19) central.rvtA0.103CODE PLAN -STORM SHELTEREBLTME11/20/2020192237MINNESOTA11/20/2020Paul Aplikowski42737ARCHITECTINDEPENDENT SCHOOLDISTRICT #624NEW ELEMENTARYSCHOOL4855 Bloom AveWhite Bear Lake, Minnesota 5511015198 Forest BoulevardHugo, Minnesota 5503801/8" = 1'-0"CODE PLAN - STORM SHELTERC16' 12'01" = 40'-0"OVERALL BUILDING FLOOR PLANC730' 60'STORM SHELTER MSBC 423 / ICC/NSSA 2014 STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS1. TYPE OF SHELTER: COMMUNITY TORNADO2. WIND DESIGN CONFORMS TO THE PROVISIONS OF ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS, 20143. WIND DESIGN SPEED: 250 mph (3-SECOND GUST)4. WIND EXPOSURE CATEGORY: C5. INTERNAL PRESSURE COEFFICENT: GCpi = 0.556. TOPOGRAPHIC FACTOR: Kzt = 1.07. DIRECTIONALITY FACTOR: Kd = 1.08. SHELTER HAS NOT BEEN CONSTRUCTED IN AN AREA SUSCEPTIBLE TO FLOODING IN ACCORDANCE WITH CHAPTER 49. DESIGN FLOOD ELEVATION: NA; BASE FLOOD ELEVATION: NA10. SEE SPECIFICATIONS FOR DOCUMENTATION THAT COMPONENTS OF THE ENVELOPE MEET PRESSURE AND MISSILE IMPACT TEST REQUIREMENTS IN CHAPTER 3 & 811. SEE STORM SHELTER FLOOR PLAN ON THIS SHEET.12. SEE STORM SHELTER BUILDING SECTION ON THIS SHEET.13. LOWEST SHELTER FLOOR ELEVATION: 100' - 0"14. OCCUPANT LOAD:A. 720 STUDENTS + 100 STAFF = 820 TOTAL OCCUPANTS15. USABLE STORM SHELTER FLOOR AREA:A. {[OCCUPANTS x 5 SF] + [OCCUPANTS/200] * 10 sf}*1.35 OCCUPANT FLOOR AREA = SHELTER AREA{[820 x 5 sf] + [(820/200)] * 10]} * 1.35 = OCCUPANT FLOOR AREA{4100 + 41} *1.35 = 4,141 SFB. ACTUAL OCCUPANT FLOOR AREA: 6,633 SFC. ACTUAL GROSS AREA: 7,759 SF16. VENTING AREA: 35 SF REQUIRED, 39 ACTUAL SF17. PLUMBING FIXTURE COUNTA. OCCUPANTS 820B. FIXTURE RATIO WC URINAL LAV2:500 1:10001st 500Then 1:500C. FIXTURES REQUIRED 3 0 1D. ACTUAL FIXTURES 3 0 418. MINIMUM FOUNDATION CAPACITY:DESIGN SOIL BEARING PRESSURE = 4,000 POUNDS PER SQUARE FOOT. SEE “FOUNDATIONS” SECTION IN GENERAL STRUCTURAL NOTES ON SHEET S0.02 AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION.19. SHELTER INSTALLATION REQUIREMENTS (ANCHORS) STORM SHELTER STRUCTURE CONSISTS OF PRECAST ROOF FRAMING, FLOOR FRAMING, AND WALL PANELS PER CONSTRUCTION DOCUMENTS. PRECAST IS A DEFERRED STRUCTURAL COMPONENT DESIGNED BY MANUFACTURER IN WHICH THE DESIGN WILL BE CERTIFIED BY A LICENSED ENGINEER. PRECAST AND ITS CONNECTIONS, INCLUDING CONNECTIONS TO FOUNDATION, IS TO BE DESIGNED IN ACCORDANCE WITH STORM SHELTER DESIGN CRITERIA AND AS DETAILED IN STRUCTURAL DRAWINGS.20. AN ICC-500 COMPLIANT FIRST AID KIT WILL BE SUPPLIED AND INSTALLED BY THE OWNER.21. FIRE EXTINGUISHERS ARE PROVIDED (NOTED AS 'FE') AS REQUIRED BY 602.1.03/16" = 1'-0"STORM SHELTER BUILDING SECTIONF14' 8'03" = 1'-0"SIGN TYPE 'A' - COMMUNITY SHELTER SIGN (BY OTHERS)B53" 6"03" = 1'-0"SIGN TYPE 'B' - IDENTIFYING SIGN (BY OTHERS)C53" 6"RevisionsDescription Date Num