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1 2 3 4 <br />5 <br />6 <br />7 8 <br />MN <br />0 <br />A <br />B <br />C <br />h] <br />CODE PLAN - STORM SHELTER <br />1/8" = 1'-0" <br />0 6' 12' <br />OL T.O. STL STUD <br />134'-0" <br />T.O. PRECAST <br />132'-0" <br />T.O. STUD - MUSIC <br />119'-0" <br />E <br />iu <br />E] <br />g <br />3� o - <br />� <br />sz <br />FINISH FLOOR <br />100'-0" <br />OL T.O. FOOTING <br />SEE STRUCT <br />F <br />A.1 <br />Lei <br />E HELD OPEN <br />;AL VENTILATION <br />E HELD OPEN <br />,AL VENTILATION <br />SHELTER SIGN <br />FED DOOR <br />1'-6" <br />N <br />TORNADO SAFE ROOM <br />- o <br />� <br />(V <br />N � <br />a <br />LL <br />250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST) <br />LL <br />Q <br />N a <br />MISSILE IMPACT RESISTANCE: <br />15 LB 2x4 @ 67 MPH (HORIZONTAL SURFACES) <br />15 LB 2x4 @ 100 MPH (VERTICAL SURFACES) <br />SAFE ROOM BUILDER: ICS <br />B C C.7 D <br />MOTORIZED ROOF HATCH FOR <br />VENTILATION EXHAUST WITH #3 REBAR AT <br />3" O.C., (SEE STRUCT) <br />8.38 SF X (3) ROOF HATCHES = 25.14 SF <br />COMPOSITE DECK, SEE STRUCT <br />N 1// <br />I a <br />6 <br />Ax <br />14" PRECAST PANELS, SEE STRUCT <br />CURTAINWALL WITH COILING <br />STORM SHUTTER,TYP. <br />• I I I <br />v <br />B1 <br />A5.202 CANOPY FRAMING - T/BEAM <br />- - - - - - - - - - - - - - - - - - - - 111' 61/2" <br />F <br />\ STORM LOUVER VENT, SEE MECH <br />I � n <br />Q CONCRETE SLAB ON GRADE, <br />/ SEE STRUCT <br />_I -III 9 0l I I III -III IIIIIIIIII I ICI I IIII-III IIIIIIIIIIIIIII-III I� I I IIIIIIIIIIIIIII-III IIIIIII I IIIII-III III IIII I ICI I I III _ - III_I <br />-III-I °a � I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III -III -III -III -III -III -III -I .I - <br />_I -I a. III -III -I I -I I I -I I -I I I -III I I -I I -I I I -I I -I I I -III -I I I -I I -I I I -I I -I I I -I I -I I I -I I -I I -III I I I -I I -I I I -I I -I I I -I I -I I I -III I I I -III a III -_I <br />-I �" ". IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III IIIIIIIIIIIIIIIIIII a , I - <br />_I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII I IIIIIII-III ffiaCONIC. FOUNDATION& <br />I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III --I °-a I= FOOTING, SEE STRUCT <br />= III=III=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II II1=1I1-El I1=1I1=1I1=1I1=II1=1I1=1II- <br />=1 I I -I I I -I I I=1 I I I I 1=1 I I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11 <br />STORM SHELTER BUILDING SECTION <br />SIGN TYPE 'A' - COMMUNITY SHELTER SIGN (BY OTHERS) <br />3" = 1'-0" lllllllllllllt <br />0 3" 6" <br />1'-6" <br />o <br />a <br />F <br />u_ <br />LL <br />Q <br />C <br />in <br />N <br />TORNADO SAFE ROOM <br />CV <br />250 MPH SAFE ROOM DESIGN WIND SPEED (3-SEC GUST) <br />SAFE ROOM BUILDER: ICS <br />o <br />N <br />SIGN TYPE 'B' - IDENTIFYING SIGN (BY OTHERS) <br />3" = 1'-0" lllllllllllllt <br />0 3" 6" <br />5" H TORNADO GRAPHIC <br />THERMOFORMED WALL SIGN, <br />RAISED LETTERING TO BE <br />WHITE, BACKGROUND TO BE <br />SELECTED BY ARCHITECT <br />3/4" ARIAL FONT, WHITE <br />RAISED LETTERING <br />INTEGRAL TACTILE BRAILLE, TO <br />READ "TORNADO SAFE ROOM" <br />3/8" ARIAL FONT, WHITE <br />RAISED LETTERING <br />6" H TORNADO GRAPHIC <br />THERMOFORMED WALL SIGN, <br />RAISED LETTERING TO BE <br />WHITE, BACKGROUND TO BE <br />SELECTED BY ARCHITECT <br />3/4" ARIAL FONT, WHITE <br />RAISED LETTERING <br />INTEGRAL TACTILE BRAILLE, TO <br />READ "TORNADO SAFE ROOM" <br />3/8" ARIAL FONT, WHITE <br />RAISED LETTERING <br />OVERALL BUILDING FLOOR PLAN <br />1 " = 40'-0" <br />0 30' 60' <br />LEGEND: <br />STORM SHELTER - EXTENTS <br />STORM SHELTER - OCCUPANT FLOOR AREA <br />STORM SHELTER MSBC 4231 ICC/NSSA 2014 STANDARD FOR THE DESIGN AND <br />CONSTRUCTION OF STORM SHELTERS <br />1. TYPE OF SHELTER: COMMUNITY TORNADO <br />2. WIND DESIGN CONFORMS TO THE PROVISIONS OF ICC/NSSA STANDARD FOR THE DESIGN AND CONSTRUCTION <br />OF STORM SHELTERS, 2014 <br />3. WIND DESIGN SPEED: 250 mph (3-SECOND GUST) <br />4. WIND EXPOSURE CATEGORY: C <br />5. INTERNAL PRESSURE COEFFICIENT: GCpi = 0.55 <br />6. TOPOGRAPHIC FACTOR: Kzt = 1.0 <br />7. DIRECTIONALITY FACTOR: Kd = 1.0 <br />8. SHELTER HAS NOT BEEN CONSTRUCTED IN AN AREA SUSCEPTIBLE TO FLOODING IN ACCORDANCE WITH <br />CHAPTER 4 <br />9. DESIGN FLOOD ELEVATION: NA; BASE FLOOD ELEVATION: NA <br />10. SEE SPECIFICATIONS FOR DOCUMENTATION THAT COMPONENTS OF THE ENVELOPE MEET PRESSURE AND <br />MISSILE IMPACT TEST REQUIREMENTS IN CHAPTER 3 & 8 <br />11. SEE STORM SHELTER FLOOR PLAN ON THIS SHEET. <br />12. SEE STORM SHELTER BUILDING SECTION ON THIS SHEET. <br />13. LOWEST SHELTER FLOOR ELEVATION: 100' - 0" <br />14. OCCUPANT LOAD: <br />A. 720 STUDENTS + 100 STAFF = 820 TOTAL OCCUPANTS <br />15. USABLE STORM SHELTER FLOOR AREA: <br />A. {[OCCUPANTS x 5 SF] + [OCCUPANTS/200] * 10 sf}*1.35 OCCUPANT FLOOR AREA = SHELTER AREA <br />{[820 x 5 sf] + [(820/200)] * 10]) * 1.35 = OCCUPANT FLOOR AREA <br />{4100+411*1.35=4,141 SF <br />B. ACTUAL OCCUPANT FLOOR AREA: 6,633 SF <br />C. ACTUAL GROSS AREA: 7,759 SF <br />16. VENTING AREA: 35 SF REQUIRED, 39 ACTUAL SF <br />17. PLUMBING FIXTURE COUNT <br />A. OCCUPANTS 820 <br />B. FIXTURE RATIO WC URINAL LAV <br />2:500 1:1000 <br />1 st 500 <br />Then 1:500 <br />C. FIXTURES REQUIRED 3 0 1 <br />D. ACTUAL FIXTURES 3 0 4 <br />18. MINIMUM FOUNDATION CAPACITY: <br />DESIGN SOIL BEARING PRESSURE = 4,000 POUNDS PER SQUARE FOOT. SEE "FOUNDATIONS" SECTION IN <br />GENERAL STRUCTURAL NOTES ON SHEET S0.02 AND GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. <br />19. SHELTER INSTALLATION REQUIREMENTS (ANCHORS) <br />STORM SHELTER STRUCTURE CONSISTS OF PRECAST ROOF FRAMING, FLOOR FRAMING, AND WALL PANELS <br />PER CONSTRUCTION DOCUMENTS. PRECAST IS A DEFERRED STRUCTURAL COMPONENT DESIGNED BY <br />MANUFACTURER IN WHICH THE DESIGN WILL BE CERTIFIED BY LICENSED ENGINEER. PRECAST AND ITS <br />CONNECTIONS, INCLUDING CONNECTIONS TO FOUNDATION, IS TO BE DESIGNED IN ACCORDANCE WITH STORM <br />SHELTER DESIGN CRITERIA AND AS DETAILED IN STRUCTURAL DRAWINGS. <br />20. AN ICC-500 COMPLIANT FIRST AID KIT WILL BE SUPPLIED AND INSTALLED BY THE OWNER. <br />21. FIRE EXTINGUISHERS ARE PROVIDED (NOTED AS 'FE-) AS REQUIRED BY 602.1. <br />NEW ELEMENTARY <br />SCHOOL <br />15198 Forest Boulevard <br />Hugo, Minnesota 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Ave <br />White Bear Lake, Minnesota 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />KRAUS-ANDERSON® <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <br />I hereby certify that this plan, specification or report was prepared by <br />me or under my direct supervision and that I am a duly Licensed <br />ARCHITECT <br />under the laws of the State of <br />MINNESOTA <br />%l /1 1 <br />low dr or AF <br />Jos _ 01 f <br />License Paul Aplikowski <br />Number: 42737 Date 11/20/2020 <br />Revisions <br />Description Date Num <br />Comm: 192237 <br />Date: 11/20/2020 <br />Drawn: THE <br />Check: EBL North <br />CODE PLAN - <br />STORM SHELTER <br />3/16" = 1'-0" <br />0 4' 8' <br />Scale: As indicated <br />