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Home My WebLink AboutCO & DOCS - 01-00043 - Brentwood Heights Apartments - 7 Bldgs 40 UnitsCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o1 -10 -14 Building Street Address: 264 North 3r East Building Owner: Jenks Properties - (Brentwood Heights) Contractor: Westates Consturction Description of building or portion of building for which this certificate is issued: Occupancy: Full Date: 07 -31 -02 C.O. Issued by: Water Department Apartments - 4o Units This Certificate issued rsuant to the requirements of Section 109 of the Uniform Building Code, certifies t at the time of issuance, this building or that portion of the building t(jat was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancj and the use for which the proposed occupancy was classified. Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Build' g 0 S ial has revi-wed and approved said future change ire Department BUILDING PERMIT APPLICATION REXBURG, ID DATE P t" C6 I NO. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. L JOB ADDRESS 42 PHONE r t..< 1 OWNER BUILDER STRUCTURE: RESIDENCE FOOTINGS CONCRETE MASON( 0 OTHER FOUNDATION CONCRETE 0 MASONRY P OTHER BASEMENT 0 PARTIAL, FUU. lit NO FLOORS WOOD CONCRETE 0 OTHER EXT. WALLS 51 WOOD RI MASONRY 0 CONCRETE 13 VENEER 0 METAL sr STUCCO INT. WALLS t o WOOD 0 MASONRY LI CONCRETE $1 DRYWALL O PLASTER 0 TILE CEILING la Mot DRYWALL O PLASTER TILE O ACOUSTIC O OPEN ROOF • ▪ BUILT UP. El WOOD SH. • COMP. SK (3 TILE ▪ ROLL ROOF. 0 METAL HEAT (ItGAS P OIL COAL P FIREPLACE P ELECTRIC This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. REMARKS: VALUE FEE PAID BUILDING INSPECTOR e e t 4 ARCHITECT DESIGNER 1 0 RENEWAL 0 FIRE DAMAGE COMM. 0 EDUCATIONAL 0 GOVT 0 RELIGIOUS 0 FENCE 0 PATIO 0 CARPORT 0 GARAGE 0 AWNING VI NEW 0 REMODEL 0 ADDITION DEPARTMENT OF BUILDING & ZONING all CASH 0 CHECK U REPAIR 2.0u ,, - , DATE ADDRESS WHITE Copy CANARY Department's Copy PINK Copy GOLDENROD INSULATED WALLS CEILING r R.00RS 0 PERIMETER C1TY OF REXBi7RG, IDAHO APPLICATION FOR BUILDING PERIYIIT Date of Application 9- — / Permit No. OWNER Name i , y(s ,�y �r�r, 9e. T1 C'' • e d? 11 Site Address Mailing Address `1 i -1 t rAtt City /State/Zip Teiephone/Fa tobtle ��I3 �� -- '15''7 Signature of Inspector Hgpt✓ U►'T, 4 34314 CONTRACTQR � Name 1CSZrA cr it O.,'TTr,, i Mailing Address "3 O t) (Q 1.3 u,itc.. e City / State/Zip !-r q D t Pr, 2 K t ks►a ►4 lq 3/1c Telephone/Fax/Mobile 035 7& '7 — J (.vl ( AZ) PROTECT INFORMATION Architect or Engineering Firm fN- ' SP A cur 5 Ida.Lic.No. 6 Plan Name BIZCA) wnO.D 1I E17 :4 j5 S ubdivision Lot Np. Block t ease aft r • • a ► :. • i • . .. S p ry) (circle one Residential ommercial/ Educational/Government/Religious Description APnra1 ►� (Examples: i' ew : ouse • e z o n o presen ouse omznercza emo. e Square feet 3.7.,6,4D 0 No. of Stories 2, Height of Building Basement fc flnished/unfxnished Garage sq. feet 0/ Patio /Carport/Awning What will Structure be used for (including name of business if applicable): Mt, fi r hm7� 1) itjou5r If used for a multiple family unit please indicate number of units: I/6 Total Estimated Cost 0 t 36o Will dwelling be in a flood plain? IL: Signature of applicant .J j — FOR OFFICE USE ONLY O UBC Building Permit Fee OO . c;.?-70 Tax Code Zone five Plumbing Permit Fee 4(POI, p0' Building Type Digging Permit Fees Linear Foot Charge Water & Sewer Fees //, 0/9/ 4067 Plan Check Fees tgD.a Total r a-ne61-e-r c oz. are, etz rejo,,— 2O8 - 35 —08 Ce l! 313-- PAI OCT 2001 `p REXBURG Rough Plumbing f {, Septic Tank Fixtures Water Piping Complete Sewer Bath Tubs f {, Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet +{ Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer, CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES Name OK" °4"ta t ;rt +" ' . Plumbing Permit Address -1^ ; TeL g, Lot Bik. Add. Address PLUMBER Name NATURE OF INSTALLATION Use DESCRIPTION OF WORK TeL Sewer Inspection $ Inspection of Pipe $ inspection of Fixtures ..: Rough Plumbing Sewer Other Finish Plumbing TOTAL $ Received: Date fl f r ''/ B /` . .• INSPECTOR'S ,RECORD N INSP, NAME it 9/24/2001 Scott Morrill Engineering Specialties 1576 South 3200 West Logan, Utah 84321 Dear Scott STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us I have reviewed the plans for the Brentwood Heights Apartments and have identified the following discrepancies: 1. The plans show 40 apartment units and 77 parking spaces are identified. Provide 2 parking spaces per unit. 2. Please provide storm sewer retention pond calculations. 3. Identify fence or other suitable buffer along south property line of parking lot and aisle. 4. Please include dimensions from curb to sidewalk and the dimensions of the sidewalk. 5. The plans show 1 -1/2" water meters. We have not been able to find this size of a meter that will register the low flows. Please provide either two 1" meters or one 2" meter in place of the 1-1/2" meters. 6. Change 300 East to 3` East on Sheet Cl. 7. Provide flood plane information. Identify top of floor being 1 foot above flood plane elevation. Obtain surveyor certificate and provide us with one copy. 8. The trench details on Sheet C4 must show flowable fill for backfill in the City street. 9. Foundation reinforcement does not meet Section 1914.3.5 of the 1997 Uniform Building Code (UBC). 10. Please provide details for one unit to be constructed as a type "A" unit as per Section1103.1.9.3 of the 1997 UBC. 11. The "Fair Housing Requirements" detail on Sheet A2 does not seem to meet the requirements for forward approach to the bathtub as per Section 1106.6. of the 1997 UBC. 12. Identify roof ventilation in upper portion of attic space. 13. Change footing size on Sheet S1 that is improperly labeled as 4 ". 14. Change governing code to 1997 UBC on Sheet S 1. 1 15. Please provide truss details prior to frame inspection. 16. Sheet Cl identifies 1 bedroom units that don't exist, please change. 17. Add fire hydrants as per Fire Department review. 18. Widen access roads as per Fire Department review. 19. Identify horn/strobe on Type A Handicapped unit drawings as per Fire Department review. Please make the necessary changes and return two sets of revised drawings to us. I have attached a copy of the Fire Department review to the back of this document. If you have any questions I can be reached at (208) 359 -3020 extension 324. Sincerely, Val Christensen Building Official REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: August 01 Plan Review Review Date: 9/6/01 Building Name: Brentwood Heights Apartments Building Address: Near 3 East and Barney Dairy Road Stories: Two Type of Construction: V -N Occupancy Classification: R -1 Existing Floor Area: N/A New Construction Floor Area: Approximately 35,123 Sq. Ft. (Total) 1).Required Fire Flow (Appendix III -A): 5,000 GPM /4 Hours Comments: Required fire flow may be reduced by 50% if approved automatic sprinkler system is installed in each building. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: Existing/ Near N. 3 East and Barney Dairy road, Need to install four new hydrants throughout proposed property. Fire Hydrant Flows: U/K Fire Flow Test Location: None Fire Flow Supplied By: N/A Other Approved Water Source: None Water Supply Acceptable: NO Fire Hydrant Location Acceptable: Need to add four hydrants Water Supply Comments: Fire code requires additional four hydrants to be installed throughout project, current plans show only three new hydrants. 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: NO Length: YES Surface: U/K Turning Radius: OKAY Grade: OKAY Vehicle Vertical: U/K Clearance: OKAY Turn Arounds: N/A Complete Road Acceptable: NO Comments: Minimum width shall be 20 feet. Access road narrows to approximately 15 feet near dumpsters. 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Time Of Construction (Article 9 Section 901.3): YES Comments: Failure to do so will result in a stop work order until completed. 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: Not Shown Type Provided Acceptable: U/K Comments: Need to install minimum 2A -10BC in each unit. 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: NO Type Of System Being Installed: Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: NO Comments: 7).Standpipes (Article 10 Section 1004) Required: NO Type Required: Comments: 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: NO Type Being Provided: Automatic Fuel Shutoff Shown (Article 10 Section 1006.2.4): Portable Fire Extinguisher Shown (Article 10 section 1006.2.7): Comments: 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES, See Cum ents . Type Of System Required: Manual: Automatic: Both: Type Of System Being Provided: Manual: Automatic: Both: Components Of System Shown: Smoke Detectors: Heat Detectors: Manual Pull Station: Door Holders: Sounding Devices: Visual Devices: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: Comments: Smoke detectors required in each sleeping room and one each centrally located in the corridor or area giving access to each separate sleeping area. Additional smoke detectors and horn /strobe units are required in Handicapped apartments. 10).Other Corrections That Are Required By Special Occupancy Or Conditions: Plans As Submitted Are Acceptable: NO Plans Checked By: Chris Huskinson Date: 9/6/01 Please furnish comments back to the plan reviewer in the following manner: Written Comments: YES New Plans: YES SUBDIVISON a. Block b. Lot I b. CITY BLOCK CITY OF REXBURG ADDRESS FORM (Choose either la or lb) Date: /OM Filled out by: �G &//e/S7?..t/Se /✓ /5 a. Lot 2. ASSIGNED ADDRESS 3. ADDITIONAL INFORMATION Arn,271)/g/ 7 &0/7/p �N Tl it€ Com, E)c . a rt‘ / NIJ c t/ /g u c.- Up / 7 S PlEiV7 4100D /1G76/7 '-i'S on >N- • THE HONORABLE BRUCE SUTHERLAND MAYOR, CITY OF REXBURG 12 NORTH CENTER REXBURG, ID 83440 -0000 DEAR MAYOR SUTHERLAND: Federal Emergency Management Agency Washington, D.C. 20472 May 1, 2002 LIST OF ENCLOSURES: LOMR -F DETERMINATION DOCUMENT (REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region Mr. Jay Jenks CASE NO.: 02-10-323A COMMUNITY: CITY OF REXBURG, MADISON COUNTY, IDAHO COMMUNITY NO.: 160098 This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1- percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Revision based on Fill (LOMR -F) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMR -Fs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination /Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336 -2627 (877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304 -6439. Sincerely, Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Page 1 of 2 I (Date: May 1, 2002 ]Case No.: 02- 10 -323A I LOMR - � Federal Emergency Management Agency Washington, D.C. 20472 IICY 01 M9 I III:'" , ` 0 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION COMMUNITY CITY OF REXBURG, MADISON COUNTY, IDAHO Brentwood Heights Apartments, a portion of Lot 1, 2, and 4, Block 18, Rexburg Townsite, as described in the Warranty Deed recorded as Instrument No. 290188, in the Office of the Recorder, Madison County, Idaho COMMUNITY NO.: 160098 AFFECTED MAP PANEL NUMBER: 16065C0020D NAME: MADISON COUNTY, IDAHO AND INCORPORATED AREAS DATE: 06/03/1991 FLOODING SOURCE: SOUTH FORK TETON RIVER APPROXIMATE LATITUDE & LONGITUDE OF PROPERTY: 43.832, - 111.775 SOURCE OF LAT & LONG: PRECISION MAPPING STREETS 4.0 DATUM: NAD 83 DETERMINATION LOT BLOCK/ SECTION SUBDIVISION STREET OUTCOME WHAT IS REMOVED FROM THE SFHA FLOOD ZONE 1% ANNUAL CHANCE FLOOD ELEVATION (NGVD 29) ( ) LOWEST ADJACENT GRADE ELEVATION (NGVD 29) LOWEST LOT ELEVATION (NGVD 29) 2 18 Rexburg Townsite 264 North 3rd East Building 1 X (shaded) 4867.5 feet 4869.4 feet Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1 -percent chance of being equaled or exceeded in any given year (base flood). ADDITIONAL CONSIDERATIONS (Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) DETERMINATION TABLE (CONTINUED) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is /are not located in the SFHA, an area inundated by the flood having a 1- percent chance of being equaled or exceeded in any given year (base flood). This document revises the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336 -2627 (877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304 -6439. Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 2418021CBM06106560323 'Page 2 of 2 I (Date: May 1, 2002 (Case No.: 02- 10 -323A I LOMR - MAN 1 Federal Emergency Management Agency a VIII: 6, Washington, D.C. 20472 ia yo 0 LETTER OF MAP REVISION BASED ON FILL DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) DETERMINATION TABLE (CONTINUED) LOT BLOCK/ SECTION SUBDIVISION STREET OUTCOME WHAT IS REMOVED FROM THE SFHA FLOOD 1% ANNUAL CHANCE ELEVATION (NGVD 29) LOWEST ADJACENT ELEVATION (NGVD 29) LOWEST LOT ELEVATION (NGVD 29) 2 18 Rexburg Townsite 264 North 3rd East Building 2 X (shaded) 4867.5 feet 4868.4 feet 2 18 Rexburg Townsite 264 North 3rd East Building 3 X (shaded) 4867.5 feet 4868.4 feet 1 -2 18 Rexburg Townsite 264 North 3rd East Building 4 X (shaded) 4867.5 feet 4867.9 feet 4 18 Rexburg Townsite 264 North 3rd East Building 5 X (shaded) 4867.5 feet 4867.9 feet 1 -2 18 Rexburg Townsite 264 North 3rd East Building 6 X (shaded) 4867.5 feet 4867.9 feet 1 -2 18 Rexburg Townsite 264 North 3rd East Building 7 X (shaded) 4867.5 feet 4867.9 feet _ PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 7 Properties.) Portions of this property, but not the subject of the Determination /Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State /Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336 -2627 (877 -FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 600, Alexandria, VA 22304 -6439. Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 2418021CBM06106560323 84. MAP AND PANEL . B5. SUFFIX B6. FIRM INDEX 87. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER P DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) /bo (o SGoaa .fit e,-ke 3 , !49 / 4B7o., o Oct 02 2001 1 1 : 51 RM HP LRSERJET 3200 BUILDING OWNER'S NAME Z ks iPO AE BUILDING STREET ADDRESS (Including Apt., Unit, Suite, an arBldg. No.) OR P.O. ROUTE AND BOX NO. CITY �[x�t PROPERTY DESCRIPT1ON (Lbt and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential Non - residential, Add ion, Accessory, etc. Use Comments section if necessary.) LATITUDE /LONGITUDE (OPTIONAL) ( IV# - ##' - AVIV or ##.#####°) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION STATE HORIZONTAL DATUM: ❑ NAD 1927 'F IAD 1983 ZIP CODE SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Use: Policy Number Company NAIC Number &34 SOURCE: yr..GPS (Type): 0 USGS Quad Map 0 Other. 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM Q Community Determined ❑ Other (Describe): 811, Indicate the elevation datum used for the .BFE in B9: ❑ NGVD 1929 NAVD 1988 ❑ Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) r� ea or Otherwise Protected Area (OPA)? ❑ Yes,No Designation Date C1. Building elevations are based on: Construction Drawings" ❑ Building Under Construction` ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. lino diagram accurately represents the building, provide a sketch-or photograph,) C3. Elevations -Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR/A1 -A30, AR/AH, AR /AO Complete items C3a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes o a) Top of bottom floor (including basement or enclosure) 1371..9cft.(m) o b) Top of next higher floor _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) o d) Attached garage (top of slab) .— ft.(m) o e) Lowest elevation of machinery and /or equipment servicing the building _ft.(m) o I) Lowest adjacent grade (LAG) _ft.(m) o g) Highest adjacent grade (HAG) _ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade o i) Total area of all permanent openings (flood vents) in C3h _sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME TITLE ADDRESS SIGNATURE -= RA AI G.,..., 0 4_']1 ,iee /470, ./A : 52 AI. 2 ' 4 1� SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION COMPANY NAME CITY pp � DATE -0 ,' ecc 2=‘ ,=r% r e,rsr cnn r..+r.,r, , ••• , a LICENSE NUMBER 93'y 14 2542U41 k s p. 2 STATE CODE I'D g3¢4 -■ TELEPHONE 2-GS - — 9201 For;1lnsurance Company Use: Policy NuMb'ar Company NAIC Number IMPORTANT:. in these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt„ Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 'CITY :OMMENTS Oct 02 2001 1 1 : 51 AM HP LASERJET 3200 a� Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) or Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting Ifomrafion for a LOMA or LOMR -F, Section C must be completed. 1. Building Diagram Number _(Selectthe building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) 2. The top of the bottom floor (including basement or enclosure) of the building is ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. 3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. 4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION the property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or ;ommunity- issued BFE) or Zone AO must sign here. P ROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ;DDRESS CITY STATE ZIP CODE SIGNATURE '.OMMENTS le local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete actions A, B, CC (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. 1. ❑ The information in Section C was taken from other documentation thayhas been signed and embossed by a licensed• surveyor, engineer, or architect who is authorized by state or local law to certify elevation information, (Indicate the source and date of the elevation data in the Comments area below.) 2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. 3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE /OCCUPANCY ISSUED 34. PERMIT NUMBER 7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement 3. Elevation of as -built lowest floor (including basement) of the building is: 3. BFE or (in Zone AO) depth of flooding at the building site is: .00AL OFFICIALS NAME OMMUNITY NAME flGNATURE :OMMENTS :MA Form 81 -31, AUG 99 STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE _ ft.(m) ft.(m) Datum: Datum: p.1 ❑ Check here if attachments ❑ Check here if attachments ❑ Check here if attachments REPLACES ALL PREVIOUS EDITIONS Total Out flow release rate Pond Dimensions Brentwood Heights - -10 year Storm Rexburg, Idaho Drainage Area Surface Area Area Weighted "C" Number (sq. ft.) (acres) 1 Turf 0 0.00 0.00 0.00 Impervious 0.9 50094.00 1.15 1.04 1.15 0.90 0.1 cfs /ac 0.115 cfs Detention Basin Design Time Inc. Time Inc. Intensity V in V out Storage (min) (sec) (in /hr) (dev) (cu ft) (cu ft) (cu ft) 5 300 4.50 4.66 1872.32 34.50 1837.82 10 600 3.30 3.42 2746.06 69.00 2677.06 15 900 2.60 2.69 3245.35 103.50 3141.85 20 1200 2.25 2.33 3744.63 138.00 3606.63 25 1500 2.00 2.07 4160.70 172.50 3988.20 30 1800 1.70 1.76 4243.91 207.00 4036.91 35 2100 1.57 1.62 4572.61 241.50 4331.11 40 2400 1.40 1.45 4659.98 276.00 4383.98 45 2700 1.28 1.32 4793.13 310.50 4482.63 50 3000 1.21 1.25 5034.45 345.00 4689.45 55 3300 1.11 1.15 5080.21 379.50 4700.71 60 3600 1.03 1.07 5142.63 414.00 4728.63 120 7200 0.60 0.62 5991.41 828.00 5163.41 180 10800 0.45 0.47 6740.33 1242.00 240 14400 0.30 0.31 5991.41 1656.00 4335.41 300 18000 0.15 0.16 3744.63 2070.00 1674.63 5498.33 Surface Bottom L W L W Sq. Ft. Depth Volume (ft) (ft) (ft) (ft) (ftA2) (ft) (ft03) 76 46 60 30 2648.00 2.50 6620.00 Volume Required Volume Available (ft ^3) (ft ^3) 5498.33 6620.00 O.K. USABLE KITCHENS AND BATHROOMS • PART B: USABLE BATHROOMS CLEAR FLOOR SPACE AT BATHTUBS/SHOWERS The following discussion of bathtubs focuses on bathing fixtures that are a combination of bathtub and shower. It does not cover showers that are separate bathing fixtures; these will be addressed starting on page 7.56. The Guidelines require that one of three different clear floor spaces be provided at bathtubs so people who use wheelchairs or scooters can get close enough to execute transfers into and out of bathtubs. The diagrams below, taken from the Guidelines, show the clear floor space requirements for bathtubs; numbers one and two apply to Specification A bathrooms and number three to Specification B bathrooms. lavatory with knee space below d E 0 foot 60" min. 1 Specification "A" Bathrooms 30" X 60" In all three clear floor spaces, the shaded areas must remain clear, except that in clear floor space diagram number 2, a lavatory that meets all applicable clear floor space requirements for lavatories may be located next to the toilet. In Specification A bathrooms, either a lavatory or a toilet may encroach upon the clear floor space next to the bathtub. In clear floor space diagram number one, the arrow indicating direction of approach is relevant only if the lavatory is wall -hung and has knee space below. The user pulls forward into the knee space to transfer and /or operate controls, see illustration on the top of the next page. lavatory with proper clear floor space could be located beside toilet p IAN direction of approach 60" min. foot 2 Specification "A" Bathrooms 48" X 60" Clear Floor Space at Bathtubs /Showers Shaded Areas Must Remain Unobstructed (Taken from Guideline Figures 7(b) and 8) 3 Specification "B" Bathrooms 30" X 48" 7.53 7 UNIFORM BUILDING CODE 1.3 Vanities or lavatories located on the wall behind the water closet are permitted to overlap the clear floor space. 2. Forward approach. 2.1 Sixty -six inches (1676 mm) minimum, measured from the wall behind the water closet. 2.2 Forty -eight inches (1219 mm) minimum, measured from a point 18 inches (457 mm) from the center line of the water closet on the side designated for the installa- tion of grab bars. 2.3 Vanities or lavatories located on the wall behind the water closet are permitted to overlap the clear floor space. 3. Parallel or forward approach. 3.1 Fifty -six inches (1422 mm) minimum, measured from the wall behind the water closet. 3.2 Sixty inches (1524 mm) minimum, measured from a point 18 inches (457 mm) from the center line of the water closet on the side designated for the installation of grab bars. 106.6.4.1.3 Bathing fixtures. Where bathing fixtures are pro - 'ded, at least one bathing fixture in each toilet/bathing area shall mply with the following: 1: Parallel approach bathtubs. Bathtubs with a parallel roach shall have a clearance 30 inches (762 mm) wide by inches (1524 mm) long minimum adjacent to the bathtub. A atory may extend into the clearance at the control end of the tub the 30- inch -by -48 -inch (762 mm by 1219 mm) clearance mains. EXCEPTION: Lavatories complying with Section 4.20 of CABO/ ANSI A117.1 may be placed in the clearance. 2. Forward approach bathtubs. Bathtubs with a forward roach shall have a clearance 48 inches (1219 mm) wide by inches (1524 mm) long minimum adjacent to the bathtub. A 1106.6.4.t2 1106.6.4.2.3 water closet 'may 'be placed in the clearance at the control end of the tub. 1106.6.4.1.4 Showers. If a stall shower is the only bathing fix- ture, the stall shower shall have minimum dimensions of 36 inches by 36 inches (914 mm by 914 mm). A clear floor space of not less than 30 inches (762 mm) measured perpendicular from the face of the shower stall by 48 inches (1219 mm) measured par- allel from the shower head wall shall be provided. 1106.6.4.2 Option B. One of each type of fixture provided shall comply with Section 1106.6.4.2. The accessible fixtures shall be located in a single toilet/bathing area. 1106.6.4.2.1 Lavatory. A 30- inch -by -48 -inch (762 mm by 1219 mm) minimum clear floor space positioned for parallel approach shall be provided. EXCEPTION: A lavatory complying with Section 4.20 of CABO/ ANSI A117.1. The clear floor space shall extend 15 inches (381 mm) mini- mum from each side of the lavatory center line. The fixture rim shall be 34 inches (864 mm) maximum above the finished floor. 1106.6.4.2.2 Water closet. The water closet shall comply with Section 1106.6.4.1.2. 1106.6.4.2.3 Bathing fixtures. Where bathing fixtures are pro- vided, at least one bathing fixture shall comply with the fol- lowing: 1. Bathtub. A 30- inch -by-48 -inch (762 mm by 1219 mm) minimum clear floor space positioned for parallel approach shall be provided adjacent to the bathtub. The front edge of the cleat- floor space shall align with the control end of the bathtub. 2. Stall showers. If a stall shower is the only bathing fixture, the stall shower shall have minimum dimensions of 36 inches by 36 inches (914 mm by 914 mm). A clear floor space of not less than 30 inches (762 mm) measured perpendicular from the face of the shower stall by 48 inches (1219 mm) measured parallel from the shower head wall shall be provided. 1 -133 USABLE KITCHENS AND BATHROOMS • PART B: USABLE BATHROOMS Removable Vanity Cabinets Knee spaces are particularly important in bath- rooms that are small and have limited maneuvering space. It is especially critical where a close parallel and centered approach cannot be provided at the lavatory basin. When knee space is necessary for a bathroom to be usable, that space must be provided at the time of initial construction. However, it may be concealed by a vanity cabinet that, when removed, will expose knee space. When the cabinet is in place a more common appearance is main- tained and storage is provided. As in kitchens, finishes on the floor and walls in the knee space must be installed during initial construction so no additional finish work is required when the vanity cabinet is removed. When a removable vanity cabinet is installed, the countertop and lavatory can be supported by wall- mounted brackets that fit inside the cabinet. These brackets are hidden when the base cabinet is in place; once the cabinet is removed, the brackets are exposed. Unfortunately, removable vanity cabinets are not yet part of manufacturers off -the -shelf product lines. With growing demand, some of the commercial manufacturers are beginning to pro- duce prototypes that should result, in the near future, in mass marketed lavatories with removable base cabinets. Standard vanity cabinets may be modified and used as removable cabinets. The cabinet back or back supports may need to be cut down to clear the support system and to provide clearance for water lines, valves, and drain pipes. If the back of the cabinet is removed or significantly modified, the sides may have to be reinforced. back and cross member may need to be removed for plumbing and lavatory clearance plywood gussets may be needed for stiffening sides wall- mounted countertop support brackets Removing Vanity Cabinet to Expose Knee Space Standard Base Cabinet Modified to Be Removable countertop lavatory removable vanity cabinet 7.49 • SYMBOL KEV: Shower controls Q Shower head Drain foot E CO With (a) in Tub 6 min j 18 20 Flg. 33 Clear Floor Space at Bathtubs control WIN • ig. 34 Grab Ban at Bathtubs c E M lav1 75 min 1005 With Seat t H a ead of Tub clear f lour space ENGINEERING SPECIALTIES SCOTT K. MORRILL, P.E. 1576 SOUTH 3200 WEST LOGAN, UTAH 84321 PHONE: (435) 713 -0100 ENGINEERING CALCULATIONS FOR: BRENTWOOD HEIGHTS 6 -PLEX APARTMENT REXBURG, IDAHO CIVIL ♦ STRUCTURAL ♦ GEOTECH Design Criteria Brentwood Heights 6 -Plex Rexburg, Idaho Governing Code 1997 Seismic Zone 3 0.3 1 R 5.5 Z 0.3 Ca 0.36 Wind Basic Speed (mph) Exposure Loads Roof Slope 5/12 (deg) Live Load (psf) Live Load Reduced (psf) Dead (psf) Dead Horizontal (psf) Total Roof (psf) Floor Live (psf) Dead (psf) Total Floor (psf) Deck Live (psf) Dead (psf) Total Deck (psf) Walls Stucco /Siding Stucco /Siding Load (psf) Percent Brick Brick Wall Load (psf) Total Wall Load 80 C 1 23 40 39 15 16 55 40 10 50 40 10 50 Left Right Front Back 100% 100% 100% 100% 20 20 20 20 0% 0% 0% 0% 55 55 55 55 20 20 20 20 Material Properties Footings and Foundation Soil Bearing Pressure (psf) 1500 Concrete fc' (psi) 2500 Concrete Reinforcing (psi) 60000 Beams DF GL ML VL Fb (psi) 900 2400 2600 2900 Fv (psi) 95 165 285 290 Fc (psi) II 1350 1700 2460 2900 Fc (psi) Perpendicular 625 625 900 900 E (psi) 1.6E +06 1.8E +06 1.8E +06 2.0E +06 Douglas Fir #2 Size Factors Depth (in) Fb Ft Fc 4 1.5 1.5 1.15 6 1.3 1.3 1.1 8 1.2 1.2 1.1 10 1.1 1.1 1.0 12 1.0 1.0 1.0 Footing /Foundation Calculations Exterior Interior Concrete Specs Concrete fc' (psi) 2500 Concrete Density (pcf) 150 Rebar (psi) 60000 Foundation Specs Overall Height (ft), (in) 2.00 24 0.00 Wall Thickness 0.67 8 0.00 Area (alf) 1.33 0.00 Weight (plf) 200 0 Footing Specs Width (ft), (in) 1.67 20 1.50 Height (ft), (in) 1.00 12 0.75 Area (alf) 1.67 1.13 Weight (plf) 250 169 Roof Load Dead (psf) 16 16 Live (psf) 39 39 Span (ft) 24 0 1/2 Total Roof Load (plf) 659 0 Floor Load Dead (psf) 40 40 Live (psf) 10 10 Span (ft) 12 0 1/2 Total Floor Load (plf) 300 0 Wall Load Wall Load (psf) 20 10 Height (ft) 18 8 Total Wall Load (plf) 360 80 Calculations Total Building Loads (plf) 1319 80 Surcharge Load (plf) 450 169 Total Weight on Soil (plf) 1769 249 Soil Bearing w /Increase (ksf) 1950 1950 Footing Width (in) 11 2 Soil Pressure (psf) 1062 166 6 -Plex Geometry Walls - 2nd Story Width (ft) Height (ft) Shear Ln (ft) Front 68 9 42 Back 68 9 42 Left 24 9 24 Right 24 9 24 Walls - 1st Story Width (ft) Height (ft) Shear Ln (ft) Front 68 9 42 Back 68 9 42 Left 24 9 48 Right 24 9 48 Roof Width (ft) Height (ft) Front 68 15 Back 0 0 Left 0 0 Right 0 0 Seismic Floor Front to Back **All dimensions are approximations Width (ft) Depth (ft) 68 24 6 -Plex Seismic Analysis Seismic Criteria Governing Equation V =( 2.5 *Ca /R) *W Z (Zone 3) 0.3 1 Ca 0.36 R 5.5 Shear Coefficient (2.5 *Ca/R) 0.164 Diaphram Forces Depth or Front & Back Width (ft) Height (ft) Load (psf) Seismic (Ib) Roof 68 24 26 6923 Front Wall - Second Story 68 4.5 20 1001 Back Wall - Second Story 68 4.5 20 1001 Total Roof 8926 Floor 68 24 10 2671 Front Wall - First Story 68 9.0 20 2003 Back Wall - First Story 68 9.0 20 2003 Total Floor 6676 Depth or Left & Right Depth (ft) Height (ft) Load (psf) Seismic (Ib) Roof 68 24 26 6923 Left Wall - Second Story 24 4.5 20 353 Right Wall - Second Story 24 4.5 20 353 Total Roof 7630 Floor 68 24 10 2671 Left Wall - First Story 24 9.0 20 707 Right Wall - First Story 24 9.0 20 707 Total Floor 4084 Seismic Force Distribution Wx Hx WxHx Fx Vx Front & Back Roof Diaphram 7630 18 137333 9241 9241 Floor Diaphram 4084 9 36759 2473 11714 Totals 11714 174093 11714 Left & Right Roof Diaphram 8926 18 160661 11355 11355 Floor Diaphram 6676 9 60087 4247 15602 Totals 15602 220749 15602 Front Back Left Right Seismic Shear Forces (plf) (plf) (plf) (plf) Second Story 134 134 251 251 First Story 187 187 177 177 6 -Plex Wind Analysis Method 1 (Normal Force Method) Governing Equation P = Ce Cq qs 1 Exposure Factors, Ce B C Roof 1.13 0 to 15 feet 0.62 1.06 Roof Wall 1.13 15 to 20 feet 0.67 1.13 Wall 1.06 Importance Factor, 1 1 Stagnation Factor, qs Wind Speeds 70 80 90 100 110 q, Wind stagnation factor 12.6 16.4 20.8 25.6 31 Value 16.4 Wind Force (psf) Pressure Coefficient, Cg Roof 2 Story Wall Wall Windward & Leeward Walls 1.3 6 24 23 Roof 0.3 6 Diaphram Forces Front & Back Width (ft) Height(ft) Area (ft ^2) Wind (Ib) Force (Ib) Roof Roof 68 15 1020 6 5671 House Wall 68 4.5 306 24 7372 Total Roof 13043 Floor 68 9.0 612 23 13831 Left & Right Width(ft) Height(ft) Area (ft ^2) Wind (Ib) Shear (Ib) Roof Roof Wall 24 15 180 6 1001 House Wall 24 4.5 108 24 2602 Total Roof 3603 Floor 24 9.0 216 23 4881 Front Back Left Right Wind Shear Forces (plf) (plf) (plf) (plf) Second Story 43 43 272 272 First Story 101 101 280 280 Second Floor Lateral Analysis Front Back Left Right Shear Forces (plf) (plf) (pif) (pif) Seismic 134 134 251 251 Wind 43 43 272 272 Shear Wall Overturning Moment Force (pif) Arm (ft) Moment (lb) Nailing Requirements Front 134 9 1205 8d w/ 6 in Edge, 12 in Field Back 134 9 1205 8d w/ 6 in Edge, 12 in Field Left 272 9 2446 8d w/4 in Edge, 12 in Field Right 272 9 2446 8d w/4 in Edge, 12 in Field Front & Back Left & Right Dead Depth Moment Dead Depth Moment Resisting Moment Load (psf) (ft) (Ib /pnl) Load (psf) (ft) (Ib /pnl) Roof 26 40 518 26 12 156 Floor 10 16 80 10 0 0 Wall 55 9 495 55 9 495 Total Resisting 1093 651 Tie Requirements Shear Wall Length (ft) Strength Needed Front Back Left Right 2 476 476 2012 2012 4 -253 -253 1578 1578 5 -618 -618 1361 1361 10 -2440 -2440 277 277 Floor to Floor Tie Strengths (Ibs) MST37 1905 MST48 3135 MST60 4785 MST72 5800 First Floor Lateral Analysis Shear Forces Seismic Wind Overturning Moment Front Back Left Right Resisting Moment Roof Floor Wall Total Resisting Holdown Requirements Shear Wall Length (ft) 2 3 4 5 6 7 8 12 16 Front Back Left Right (plf) 187 101 Force (plf) 187 187 280 280 Dead Load (psf) 26 10 55 Front 1777 1220 664 108 -448 -1004 -1560 -3785 -6009 (plf) 187 101 Arm (ft) Moment (lb) 9 9 9 9 Front & Back Depth (ft) 40 32 18 (plf) 177 280 2889 2889 4965 4965 Strength Needed Back Left 1777 1220 664 108 -448 -1004 -1560 -3785 -6009 Left & Right Moment Dead Depth Moment (Ib /pnl) Load (psf) (ft) (Ib /pnl) 518 26 12 156 160 10 0 0 990 55 18 990 1668 1146 4201 3819 3438 3056 2674 2292 1910 383 -1145 (pif) 177 280 Shear Wall Nailing Requirements 8d w/ 6 in Edge, 12 in Field 8d w/ 6 in Edge, 12 in Field 8d w/4 in Edge, 12 in Field 8d w/4 in Edge, 12 in Field Tie /Holdown Strengh Right (Ibs) 4201 PAHD42 3819 HPAHD22 3438 STHD14RJ 3056 HD6A 2674 HD8A 2292 H D10A 1910 383 -1145 1400 4170 4430 5100 7460 10425 6 -Plex Geometry Walls - 2nd Story Width (ft) Height (ft) Shear Ln (ft) Front 24 9 24 Back 24 9 24 Left 34 9 21 Right 34 9 21 Walls - 1st Story Width (ft) Height (ft) Shear Ln (ft) Front 24 9 24 Back 24 9 24 Left 34 9 21 Right 34 9 21 Roof Width (ft) Height (ft) Front 24 15 Back 0 0 Left 0 0 Right 0 0 Seismic Floor Front to Back ** All dimensions are approximations Width (ft) Depth (ft) 24 34 6 -Plex Seismic Analysis Seismic Criteria Governing Equation V =( 2.5 *Ca /R) *W Z (Zone 3) 0.3 1 Ca 0.36 R 5.5 Shear Coefficient (2.5 *Ca/R) 0.164 Diaphram Forces Depth or Front & Back Width (ft) Height (ft) Load (psf) Seismic (Ib) Roof 24 34 26 3461 Front Wall - Second Story 24 4.5 20 353 Back Wall - Second Story 24 4.5 20 353 Total Roof 4168 Floor 24 34 10 1335 Front Wall - First Story 24 9.0 20 707 Back Wall - First Story 24 9.0 20 707 Total Floor 2749 Depth or Left & Right Depth (ft) Height (ft) Load (psf) Seismic (Ib) Roof 24 34 26 3461 Left Wall - Second Story 34 4.5 20 501 Right Wall - Second Story 34 4.5 20 501 Total Roof 4463 Floor 24 34 10 1335 Left Wall - First Story 34 9.0 20 1001 Right Wall - First Story 34 9.0 20 1001 Total Floor 3338 Seismic Force Distribution Wx Hx WxHx Fx Vx Front & Back Roof Diaphram 4463 18 80331 5678 5678 Floor Diaphram 3338 9 30044 2123 7801 Totals 7801 110374 7801 Left & Right Roof Diaphram 4168 18 75029 5202 5202 Floor Diaphram 2749 9 24742 1715 6917 Totals 6917 99771 6917 Front Back Left Right Seismic Shear Forces (pl0 (plf) (pif) (plf) Second Story 133 133 148 148 First Story 192 192 212 212 6 -Plex Wind Analysis Method 1 (Normal Force Method) Governing Equation P= CeCggs1 Exposure Factors, Ce B C Roof 1.13 0 to 15 feet 0.62 1.06 Roof Wall 1.13 15 to 20 feet 0.67 1.13 Wall 1.06 Importance Factor, 1 1 Stagnation Factor, qs Wind Speeds 70 80 90 100 110 q, Wind stagnation factor 12.6 16.4 20.8 25.6 31 Value 16.4 Wind Force (psf) Pressure Coefficient, Cq Roof 2 Story Wall Wall Windward & Leeward Walls 1.3 6 24 23 Roof 0.3 6 Diaphram Forces Front & Back Width (ft) Height(ft) Area (ftA2) Wind (Ib) Force (Ib) Roof Roof 24 15 360 6 2001 House Wall 24 4.5 108 24 2602 Total Roof 4603 Floor 24 9.0 216 23 4881 Left & Right Width(ft) Height(ft) Area (ft^2) Wind (Ib) Shear (Ib) Roof Roof WaII 34 15 255 6 1418 House Wall 34 4.5 153 24 3686 Total Roof 5104 Floor 34 9.0 306 23 6915 Front Back Left Right Wind Shear Forces (pIf) (plf) (pif) (plf) Second Story 106 106 110 110 First Story 250 250 226 226 Second Floor Lateral Analysis Front Back Left Right Shear Forces (pif) (pif) (plf) (plf) Seismic 133 133 148 148 Wind 106 106 110 110 Shear Wall Overturning Moment Force (pif) Arm (ft) Moment (lb) Nailing Requirements Front 133 9 1197 8d w/ 6 in Edge, 12 in Field Back 133 9 1197 8d w/ 6 in Edge, 12 in Field Left 148 9 1329 8d w/ 6 in Edge, 12 in Field Right 148 9 1329 8d w/ 6 in Edge, 12 in Field Front & Back Left & Right Dead Depth Moment Dead Depth Moment Resisting Moment Load (psf) (ft) (Ib /pnl) Load (psf) (ft) (Ib /pnl) Roof 26 40 518 26 12 156 Floor 10 16 80 10 0 0 Wall 55 9 495 55 9 495 Total Resisting 1093 651 Tie Requirements Shear Wall Length (ft) Strength Needed Front Back Left Right 2 468 468 896 896 4 -261 -261 462 462 5 -625 -625 245 245 10 -2448 -2448 -839 -839 Floor to Floor Tie Strengths (Ibs) MST37 1905 MST48 3135 MST60 4785 MST72 5800 First Floor Lateral Analysis Shear Forces Seismic Wind Overturning Moment Front Back Left Right Resisting Moment Roof Floor Wall Total Resisting Holdown Requirements Shear Wall Length (ft) Front Back Left (plf) (plf) (plf) 192 192 212 250 250 226 Force (plf) 250 250 226 226 Front & Back Dead Depth Load (psf) 26 10 55 Arm (ft) 9 9 9 9 (ft) 40 32 18 Moment (lb) 3451 3451 3362 3362 Moment (Ib /pnl) 518 160 990 1668 Right (plf) 212 226 Strength Needed Front Back Left Right 2 2338 2338 2598 2598 3 1782 1782 2216 2216 4 1226 1226 1834 1834 5 670 670 1453 1453 6 114 114 1071 1071 7 - 442 -442 689 689 8 -999 -999 307 307 12 -3223 -3223 -1220 -1220 16 -5448 -5448 -2748 -2748 Shear Wall Nailing Requirements 8d w/4 in Edge, 12 in Field 8d w/4 in Edge, 12 in Field 8d w/ 6 in Edge, 12 in Field 8d w/ 6 in Edge, 12 in Field Left & Right Dead Depth Moment Load (psf) (ft) (Ib /pnl) 26 12 156 10 0 0 55 18 990 1146 I Tie /Holdown Strengh (lbs) PAHD42 H PAH D22 STHD14RJ H D6A HD8A HD10A 1400 4170 4430 5100 7460 10425 ENGINEERING SPECIALTIES SCOTT K. MORRILL, P.E. 1576 SOUTH 3200 WEST LOGAN, UTAH 84321 PHONE: (435) 713 -0100 ENGINEERING CALCULATIONS FOR: BRENTWOOD HEIGHTS 4 -PLEX APARTMENT REXBURG, IDAHO CIVIL ♦ STRUCTURAL • GEOTECH Design Criteria Brentwood Heights Four Plex Rexburg, Idaho Governing Code Seismic Zone 3 R Z Ca Wind Basic Speed (mph) Exposure 1997 0.3 1 5.5 0.3 0.36 80 C 1 Loads Roof Slope 5/12 (deg) 23 Live Load (psf) 40 Live Load Reduced (psf) 39 Dead (psf) 15 Dead Horizontal (psf) 16 Total Roof (psf) 55 Floor Live (psf) 40 Dead (psf) 10 Total Floor (psf) 50 Deck Live (psf) 40 Dead (psf) 10 Total Deck (psf) 50 Walls Left Right Front Back Stucco /Siding 100% 100% 100% 100% Stucco /Siding Load (psf) 20 20 20 20 Percent Brick 0% 0% 0% 0% Brick Wall Load (psf) 55 55 55 55 Total Wall Load 20 20 20 20 Material Properties Footings and Foundation Soil Bearing Pressure (psf) 1500 Concrete fc' (psi) 2500 Concrete Reinforcing (psi) 60000 Beams DF GL ML VL Fb (psi) 900 2400 2600 2900 Fv (psi) 95 165 285 290 Fc (psi) II 1350 1700 2460 2900 Fc (psi) Perpendicular 625 625 900 900 E (psi) 1.6E +06 1.8E +06 1.8E +06 2.0E +06 Douglas Fir #2 Size Factors Depth (in) Fb Ft Fc 4 1.5 1.5 1.15 6 1.3 1.3 1.1 8 1.2 1.2 1.1 10 1.1 1.1 1.0 12 1.0 1.0 1.0 Footing /Foundation Calculations Exterior Interior Concrete Specs Concrete fc' (psi) 2500 Concrete Density (pcf) 150 Rebar (psi) 60000 Foundation Specs Overall Height (ft), (in) 2.00 24 0.00 Wall Thickness 0.67 8 0.00 Area (alf) 1.33 0.00 Weight (plf) 200 0 Footing Specs Width (ft), (in) 1.67 20 1.50 Height (ft), (in) 1.00 12 0.75 Area (alf) 1.67 1.13 Weight (plf) 250 169 Roof Load Dead (psf) 16 16 Live (psf) 39 39 Span (ft) 24 0 1/2 Total Roof Load (plf) 659 0 Floor Load Dead (psf) 40 40 Live (psf) 10 10 Span (ft) 12 0 1/2 Total Floor Load (plf) 300 0 Wall Load Wall Load (psf) 20 10 Height (ft) 18 8 Total Wall Load (plf) 360 80 Calculations Total Building Loads (plf) 1319 80 Surcharge Load (plf) 450 169 Total Weight on Soil (plf) 1769 249 Soil Bearing w /Increase (ksf) 1950 1950 Footing Width (in) 11 2 Soil Pressure (psf) 1062 166 Four Plex Geometry Walls - 2nd Story Width (ft) Height (ft) Shear Ln (ft) Front 68 9 42 Back 68 9 42 Left 24 9 24 Right 24 9 24 Walls - 1st Story Width (ft) Height (ft) Shear Ln (ft) Front 68 9 42 Back 68 9 42 Left 24 9 48 Right 24 9 48 Roof Width (ft) Height (ft) Front 68 5 Back 0 0 Left 0 0 Right 0 0 Seismic Floor Width (ft) Depth (ft) Front to Back ** All dimensions are approximations 68 24 Four Plex Seismic Analysis Seismic Criteria Governing Equation V =( 2.5 *Ca/R) *W Z (Zone 3) 0.3 1 Ca 0.36 R 5.5 Shear Coefficient (2.5 *Ca/R) 0.164 Diaphram Forces Depth or Front & Back Width (ft) Height (ft) Load (psf) Seismic (Ib) Roof 68 24 26 6923 Front Wall - Second Story 68 4.5 20 1001 Back Wall - Second Story 68 4.5 20 1001 Total Roof 8926 Floor 68 24 10 2671 Front Wall - First Story 68 9.0 20 2003 Back Wall - First Story 68 9.0 20 2003 Total Floor 6676 Depth or Left & Right Depth (ft) Height (ft) Load (psf) Seismic (Ib) Roof 68 24 26 6923 Left Wall - Second Story 24 4.5 20 353 Right Wall - Second Story 24 4.5 20 353 Total Roof 7630 Floor 68 24 10 2671 Left Wall - First Story 24 9.0 20 707 Right Wall - First Story 24 9.0 20 707 Total Floor 4084 Seismic Force Distribution Wx Hx WxHx Fx Vx Front & Back Roof Diaphram 7630 18 137333 9241 9241 Floor Diaphram 4084 9 36759 2473 11714 Totals 11714 174093 11714 Left & Right Roof Diaphram 8926 18 160661 11355 11355 Floor Diaphram 6676 9 60087 4247 15602 Totals 15602 220749 15602 Front Back Left Right Seismic Shear Forces (pif) (plf) (pif) (plf) Second Story 134 134 251 251 First Story 187 187 177 177 Four Plex Wind Analysis Method 1 (Normal Force Method) Governing Equation P= CeCggs1 Exposure Factors, Ce B C Roof 1.13 0 to 15 feet 0.62 1.06 Roof Wall 1.13 15 to 20 feet 0.67 1.13 Wall 1.06 Importance Factor, I 1 Stagnation Factor, qs Wind Speeds 70 80 90 100 110 q, Wind stagnation factor 12.6 16.4 20.8 25.6 31 Value 16.4 Wind Force (psf) Pressure Coefficient, Cq Roof 2 Story Wall Wall Windward & Leeward Walls 1.3 6 24 23 Roof 0.3 6 Diaphram Forces Front & Back Width (ft) Height(ft) Area (ft^2) Wind (Ib) Force (Ib) Roof Roof 68 5 340 6 1890 House Wall 68 4.5 306 24 7372 Total Roof 9262 Floor 68 9.0 612 23 13831 Left & Right Width(ft) Height(ft) Area (ft^2) Wind (Ib) Shear (Ib) Roof Roof Wall 24 5 60 6 334 House Wall 24 4.5 108 24 2602 Total Roof 2935 Floor 24 9.0 216 23 4881 Front Back Left Right Wind Shear Forces (pif) (pif) (plf) (pif) Second Story 35 35 193 193 First Story 93 93 241 241 Second Floor Lateral Analysis Front Back Left Right Shear Forces (Of) (plf) (pif) (pif) Seismic 134 134 251 251 Wind 35 35 193 193 Shear Wall Overturning Moment Force (plf) Arm (ft) Moment (lb) Nailing Requirements Front 134 9 1205 8d w/ 6 in Edge, 12 in Field Back 134 9 1205 8d w/ 6 in Edge, 12 in Field Left 251 9 2262 8d w/4 in Edge, 12 in Field Right 251 9 2262 8d w/4 in Edge, 12 in Field Front & Back Left & Right Dead Depth Moment Dead Depth Moment Resisting Moment Load (psf) (ft) (Ib /pnl) Load (psf) (ft) (Ib /pnl) Roof 26 40 518 26 12 156 Floor 10 16 80 10 0 0 Wall 55 9 495 55 9 495 Total Resisting 1093 651 Tie Requirements Shear Wall Length (ft) Strength Needed Front Back Left Right 2 476 476 1828 1828 4 -253 -253 1394 1394 5 -618 -618 1177 1177 10 -2440 -2440 93 93 Floor to Floor Tie Strengths (Ibs) MST37 1905 MST48 3135 MST60 4785 MST72 5800 First Floor Lateral Analysis Shear Forces Seismic Wind Overturning Moment Front Back Left Right Resisting Moment Roof Floor Wall Total Resisting Holdown Requirements (ft) 2 3 4 5 6 7 8 12 16 Front (plf) 187 93 Force (plf) Arm (ft) 187 9 187 9 241 9 241 9 Front & Back Dead Depth Load (psf) 26 10 55 Front 1777 1220 664 108 -448 -1004 -1560 -3785 -6009 Back Left (plf) (pif) 187 177 93 241 (ft) 40 32 18 Moment (lb) 2889 2889 4427 4427 Moment (lb/pnl) 518 160 990 1668 Shear Wall Length Strength Needed Back Left 1777 1220 664 108 -448 -1004 -1560 -3785 -6009 3663 3281 2899 2517 2136 1754 1372 -156 -1683 Right (pif) 177 241 Shear Wall Nailing Requirements 8d w/ 6 in Edge, 12 in Field 8d w/ 6 in Edge, 12 in Field 8d w/4 in Edge, 12 in Field 8d w/4 in Edge, 12 in Field Left & Right Dead Depth Moment Load (psf) (ft) (Ib /pnl) 26 12 156 10 0 0 55 18 990 1146 Tie /Holdown Strengh Right (lbs) 3663 PAHD42 3281 HPAHD22 2899 STHD14RJ 2517 HD6A 2136 HD8A 1754 HD10A 1372 -156 -1683 1400 4170 4430 5100 7460 10425