Appendix A – Photos, Figures and Plans

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77

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L:\Projects\2010\10.01364\GIS\8x11_ProjectionLocation.mxd6/21/2010 3:35:15 PM

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Elbow LakeMinnesota

Storm Shelter LocationElbow Lake, MinnesotaProject Location Map

"­­ Storm ShelterNWI Wetlands

!I

0 200 400100

Feet1 inch = 400 feet

FWS WetlandMapper

Dec 3, 2010

This map is for general reference only. The US Fish and Wildlife Service is notresponsible for the accuracy or currentness of the base data shown on this map. Allwetlands related data should be used in accordance with the layer metadata found onthe Wetlands Mapper web site.

User Remarks:Proposed site outside of mapped wetland

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PO1ME de TER LAKE

ELBOW LAKE, MN

INDEX

PAGE 1 PAGE 2 PAGE 3 PAGE 4 PAGE 5 PAGE 6 PAGE 7 PAGES PAGE 9

SITE PLAN I INDEX FOUNDATION PLAN FLOOR PLAN ELEVATIONS X-SECTION MISC. DETAILS ELECTRICAL PLAN ELEC. SUMBOLS I GENERAL NOTES

STRUCTURAL NOTES

I TIPSIMAHMQUMDS

,r

TO -M t.A)M ;g jJ7 TO

UON V$t) i/C

I1PSINAH MOUNDS CAMPGROUND

STORM SHELTER

SITE PLAN I INDEX SO EDT

UT 0

IH1 HL ffH I !I = -

SOUTH ELEVATION

SCALE 118’ 1-0’

MAKEUPARVENT RM0

VENT

WEST ELEVATION

SCALE 118’ = 1’-10"

NORTH ELEVATION

SCALE 118’ = 1-0"

STEEL DOORS

FAN covER

EXHAUST

ITO:

MOUNDS CAM T1 SNA~

EAST ELEVATION STORM SHELTER

ELEVATIONS SCALE 114= 1’-O

evins’ S gn & Design 2I6C,M1I*OO. SCAn EIb0,LCkU, MN 50031

DIS-000-4SUU .00310 b.in.@n,,,atho.nCt

210-500.4714 w.V .11:: b..isU,.iSfl.cSO

SHEET

of S

FADS OF

IrK EFORlU) IESTUNSTASA

"DINT FATDRML.

4’ HEAVY DUTY,

1654 5-KNUCKLE HINGES WITH

.00K us� MANUFACTURED ’FULL-HEAD" SCREWS

SEALANT DE TAIL SCALE:

- 3-0’ MAX.. --I .-- 12 GAUGE WELDER STEEL DOOR I / FRAME WITH WELDED MITERED

CORNERS AND 7-GAUGE LOCK REINFORCEMENTS

OFFSET S EAO RD

.LT TO HINGE

STANDARD LOC< SETJ

.3-GRADE I COMMERCIAL DEA550LTS WITH 1 BOLT THROW

I - - ,.- 5 POINTS OF ATTACHMENT

/ (ANCHORS) AT EACH LAAAR AND 3-POINTS OF ATTACHMENT IN THE -I

- DOOR HEAD WITH FRAME STIFFENERS AT EACH ATTACHMENT POINT

14 01

cDOOR ATTACHMENT DETAILS

-CONSTRUCTION OF 14 GA. SKIN DOOR AS FOLLOWS: 1. VERTICAL STEEL STIFFENERS 2. CLOSER REINFORCEMENT 3. 7-GAUGE HINGE REINFORCEMENT 4. REINFORCEDLOCK BOXES 5. ADDITIONAL 14 GAUGE SKIN ATTACHED TO ODOR

W:TN T/4TET 1-1/4’ SELF TAPPING SCREWS W/ HEXAGON WASHER HEADS SPACES AT ST O.C. ALONG PERIMETER AND 12 S.C. IN THE FIELD.

++CONSTRUCT1OH OF 12 GA. SKIT-I ODOR AS FOLLOWS: 1. 12 Gb. VERTICAL STEEL STIFFENERS 2. T2 GA. FULL PERIMETER CHANNEL ALONG THE

DOOR EDGES (DOUBLE2 AT DOOR HEAD) 3. 7 GA. HINGE REINFORCEMENT 4. 7 GA, CLOSER REINFORCEMENT 5. 12 OW. REINFORCED LOCK BOXES 5. ADDiTIONAL. 12 GAUGE SKIN ATTACHES TO DOOR

WITH 1/4’XI 1-1/4/ SELF TAPPING SCREWS W/ HEXAGON WASHER HEADS SPACES AT 6" D.C. ALONG PERIMETER AND 12* D.C. IN THE FIELD.

-STEEL DOOR 14 GA. GAIN W/ IIOIAEYCGMR CORE

14 OR 12 -I-hO/u. STEEL SHEATHING- ALTERNATIVE DOOR:

12 GA. SKIN W/20 GA. METAL

NOTE: RIBS, HONEYCOMB CORE OR

DOORS CAN RE ETHER POLYSTYRENE IN-ALL (NO EXTRA

14 OH. SKIN OR 12 GA. ARMOR PLATING REQUIRED) GRIN. SEE CONSTRUCTION ATTACH SKIN PER 14 GA. SKIN DETAILS BELOW FOR DOOR SPECIFICATIONS BELOW. CLARIFTCAT1OTY

2 DOOR - SHEET METAL AITACHMENI PATTERN

RCC.OS4MERSQ.5(GSASLCSR!A (SEE ALSO ICC-SOD)

1. INSTALL A PLAQUE. SIGN, OR OTHER MARKING TO CLEARLY IDENTiFY: � 200 MPH, 3-SECOND OUST SAFE ROOM DESIGN WIND

SPEED � MISSILE IMPACT RESISTANCE RATING FOR:

A.15-lb ZEN TWAVEUNO HORIZONTALLY AT 100 MPH B. 15- lb 254 TRAVELING VERTICALLY AT 67 MPH C. NAME OF SHELTER MANUFACTURER OR BUILDER

2. THE SIGN SHALL BE MOUNTED ON THE INSIDE WALL OF THE SAFE ROOM IN A PROMINENT LOCATION 60’ ABOVE THE FLOOR.

1YK1LN.C2To .. FRAME A AIICIIIAFI WIll-::402’ AELI’-TPA’PINC SCREWO

0 TOLL STET: AND SECURE WITH I1Y..T 1.0SF. WOOl, 1)004 AllOWS 12’

TIC CV 2 PER CiTE THIN.

1(4’ TOOl 44G%

/ TOY OR DkiL1 7 7:44.

Ti-iD/u: PlO..

5 : 2 f SEEcE:L:o LOTA

2"Xfj" FRAMEIS. C----- --- ZT 1’) 1 HER 1.141

It 4 ( :, 714 ’N A

II

SilT: C lID/H-)

ti .0: 411 "QI’LI - 4.: bETYL -. :1 :5I 41. 10110 PiT :0

IWALL DIAHUST FAN / ND/C DETAIL I DETAILS If

3evi n& Sign & Design 166,05tH A,.flu. South EIbOwL*kNN 56531

215-685.4509 535311: besI*.t,u,,53500..o*t

AB B REV I ATIONS

A.S. ANCHOR BOLT CMU CONCRETE MASONRY UNIT CONC. CONCRETE DBL DOUBLE CIA DIAMETER E.W. EACH WAY GA. GAUGE GYP GYPSUM ICE INSULATING CONCRETE 5ORMS <SI THOUSAND LBS PER SQUARE INCA MAX MAXIMUM KEN. MANHOLE MIX. MINIMUM N.T.S NOT TO SCALE D.C. ON CENTER PT. PRESSURE TREATED REQD. REQUIRED S.F. SQUARE FOOT SYP SOUTHERN YELLOW PINE TiP TYPICAL ROAF WELDED WIRE FABRIC W/ WITH

ELECTR(CAL SYMBOLS

.. - 52 ’STEjGSOX �

_S TACG .......

* - -I;.......-.-

___ - -..- ....

- ’STT7T"’K CIE

SD Suns:

- -.. .... -

_!_.. .--------------- .... ........ - ,- -

CC’S)

N:

A 8’ScATSuOttY - - - - -

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w . OS.. PusmFTi.

= - _om3T:aO::UX:::EiUi_

_IR. RTALLSMH’A AUC’T

- -- -- ------- - _ PC 05nç5551 UPS cqtw;Aarcej:rnJ:EWLFCA

NOTE: NOT ALL. UVIANOLS USED

GENERAL NOTES - I. CONCRETE:

A. ALL CONCRETE SHOULD HAVE STONE AGGREGATE (NORMA.. WEIGHT). 28-DAY COMPRESSIVE STRENGTH (F’s) SHOULD BE 3,000 PSI MINIMUM FOR CAST-IN-PLACE CONCRETE.

B. REINFORCING BARS SHOULD BE MILD STEEL WITH A MINIMUM YIELD STRENGTH OF AD KSl.

C. REINFORCING BAR PROTECTION: 1. CONCRETE PLACED AGAINST EARTH - 2’ 2. CONCRETE PLACED IN FORMS - 1-1/2"

D. REINFORCING BAR PLACEMENT TOLERANCE IS 1/2" IN ANY DIRECTION.

E. SPLICING OF REINFORCEMENT IS NOT PERMITTED EXCEPT AS SHOWN ON THE DRAWINGS. BARS SHOULD BE LAP SPLICED AT ALL CORNERS. SPLICE LENGTHS AS FOLLOWS

1. #4 BARS - 24" 2. #5 BARS - 30"

F. WELDED WIRE REINFORCEMENT: LAP ONE AND ONE-HALF MESH SPACES AT SPLICES AND WIRE IN CONTACT.

C. FIELD WELDING OF REINFORCEMENT SHOULD NOT RE PERMITTED. H. ALL REINFORCING BAR BENDS SHOULD BE MADE MECHANICALLY.

HEAT-BENDING SHOULD NOT BE PERMITTED. 2. MASONRY:

A. MASONRY SHOULD HAVE SPECIFIED COMPRESSIVE STRENGTH (f ’ n) OF 1,500 PSI AT MINIMUM 28-SAYS.

B. MORTAR SHOULD BE TYPE M OR S PER AUTH 0270-97. C. REINFORCING BARS SHOULD BE MILD STEEL WITH A MINIMUM

YIELD STRENGTH OF 60 (SI. D. REINFORCING BAR PLACEMENT TOLERANCE IS 1/2" IN ANY

DIRECTION. E. SPLICING OF REINFORCEMENT SHOULD NOT BE PERMITTED EXCEPT

AS SHOWN ON THE DRAWINGS. SPLICE LENGTHS AS FOLLOWS: 1. #4 BARS - 24" 2. #5 BARS - 20" 3. #6 BARS - 36"

3. WOOD: A. FRAMING LUMBER TO HAVE MODULUS OF ELASECITY = 1.200,000

PSI MIN. AND F = 860 PSI HIM. FOR NORMAL DURATION LOADING. EXAMPLES OF ACCEPTABLE GRADE AND SPECIES OF FRAMNO LUMBER INCLUDE #2 AND BETTER SOUTHERN PINE, DOUGLAS FIR, HEM-FIR, AND SPRUCE-PINE-FIR.

B. PLYWOOD SHOULD RE RATED SHEATHING SPAN RATING 32/16, MIN. 23/32 THICKNESS.

C. ALL WOOD SILL PLATED SHOULD BE PRESSURE-PRESERVATIVE TREATED FOR ABOVE GROUND CONTACT USE.

0, NAILS SHOULD BE COMMON WINE NAILS. 4. COLD-FORMED (LIGHT GAUGE) SHEATHING:

A. YIELD STRENGTH FOR METAL IS 36 1<51 MINIMUM. B. ALL METAL SHOULD RE BE 060 GALVANIZED BY THE MANUFACTURER

(ONLY FOR SAFE ROOMS IN HURRICANE-PRONE REGIONS). C. THE CONTRACTOR SHOULD VERIFY AND COORDINATE ALL DIMENSIONS

AND QUANTITIES PRIOR TO STARTING CONSTRUCTION. 6. THE CONSTRUCTION DRAWINGS SHOULD NOT BE SCALED.

DIMENSIONS APPLY. 7. IF THERE IS A CONFLICT AMONG THE GENERAL NOTES, SPECIFICATIONS,

AND PLANS, THE ORDER OF PRECEDENCE IS NOTES, THEN SPECIFICATIONS, THEN PLANS.

N. THE CONSTRUCTION DRAWINGS REPRESENT THE FINISHED STRUCTURE- THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROViDING ALL MEASURES NECESSARY TO ENSURE THAT THE STRUCTURE IS PROTECTED DURING CONSTRUCTION. THESE MEASURES INCLUDE (BUT ARE NOT LIMITED TO) SHORING AND BRACING FOR CONSTRUCTOR LOADS AND WORKER SAFETY PURPOSED,

N. FOLLOW MANUFACTURER’S RECOMMENDATIONS FOR NAILING REQUIREMENTS OF UPLIFT/SHEAR RESISTANCE CONNECTORS.

IU. ALL PLYWOOD JOINTS SHOULD BE SOLIDLY BLOCKED W/2D4’S 11. WALL & CEILING PENETRATIONS THROUGH THE MISSILE PROTECTION

SHEATHING SHOULD BE MINIMIZED 12. CONDUITS & OTHER VERTICAL RUNS IN WALLS SHOULD BE COLLECTED

AJIG RUN IN THE CHASE. 13. 50 NOT DRILL THROUGH WALL STUDS OR TOP AND BOTTOM PLATES

FOR PLUMBING SUPPLY LINES OR VENTS. INSTALL ALL PLUMBING SUPPLY LINES AND VENTS IN PLUMBING CHASE.

15. VENTILATION IS TO BE PROVIDED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. VENTILATION MAY BE EITHER NATURAL OR MECHANICAL SUCH THAT MINIMUM VENTILATION IS 0.5 AIR CHANGES / HOUR.

16. THE DESIGNS SHOWN ARE COMPLIANT WITH THE 1987 NO/NP RECOMMENDED PROVISIONS.

17. TO ENSURE THE SAFE ROOM PROVIDES THE DESIRED LEVEL OF PROTECTION,- A PROFESSIONAL ENGINEER OR ARCHITECT SHOULD BE CONSULTED FOR Al/A DESIGN CONDITIONS FOUND TO BE DIFFERENT FROM THOSE REPRESENTED BY THESE PLANS.

18. SEE SHEETS 17 AND 18 OF 18 FOR THE MATERIALS UST FOR EACH SAFE ROOM.

IN. TO OBTAIN AN EQUIVALENT LEVEL OF PROTECTION, SAFE ROOM DESIGNS NOT MEETING THE SPECIFIC REQUIREMENTS OF THE DESIGNS IN THESE PLANS SHOULD BE DESIGNED TO MEET THE FEMA SAFE ROOM CRITERIA SET FORTH IN FEMA 381 "DESIGN AND CO/V$7A’IiCT/LW GO/IDA//CE FOR COMMEIN/fl’ £4FO ROOF/S."

ZD. THE DOORS SHOWN IN THESE PLANS WERE LABORATORY-TESTED FOR DEBRIS IMPACT FOR DOOR WIDTHS FROM 2-B" TO 3-0". OHS STRONGLY ENCOURAGES INDIVIDUALS TO USE A MINIMUM ODOR WIDTH OF 2-8" FOR WHEELCHAIR ACCESS,

21. FOR ALL CONSTRUCTION, USE ONLY UNITED STATES MANUFACTURED SCREWS AND HARDWARE AS THERE HAVE BEEN HIGH RECORDED FAILURE RATES OF SCREWS AND HARDWARE IMPORTED FROM OTHER COUNTRIES.

DESIGN BASIS 1. LIVE LOADS USED IN DESIGN:

A. RIND PRESSURES DEVELOPED FROM 280-MPH 3-SEC. GUST IN ACCORDANCE THE WIND LOAD CALCULATION PROCEDURE IN XSCE7-05, SECTION 6.5 METHOD 2-ANALYTICAL METHOD AS MODIFIED BY FEk4A 361, CHAPTER 3 FOR SAFE ROOM DESIGN AND UFE-SAFETY PROTECTION.

B. WINDBORNE DEBRIS (MISSILE) IMPACT LOADS CREATED BY A 15-l.B 354 TRAVELING HORIZONTALLY AT 150 MPH, TRAVELING VERTICALLY AT 87 MPH, AND IMPACTING NORMAL TO WALL

2. SOIL BEARINGSURFACE.

OF 2.000 PSF MIN. HAS BEEN ASSUMED. CAPACITY

II’S.

1SPONAH MOUNDS CAMPGROUND

STORM SHELTER GENERAL NOTES! ELEC. SYM.

3evinsSin&Design 11 SH.T

16C.nPI Ann,.. SC,.Ifl EIbn,L,,k.. MN 16531 2IB-Oo5-4000 .n,.II bnl,,%,,,ntCnn.I

STRUCTURAL NOTES

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TIPSIIIAH MOUNDS CAMPGROUND

STRUCTURAL NOTES ij 5jfl900*T