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Home My WebLink AboutCO & DOCS - 02-00008 - Mattson ApartmentsCERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o3 -11 Building Street Address: 13o & 136 South 30o West Building Owner: Karl C. Mattson Contractor: AKM Enterprises Description of building or portion of building for which this certificate is issued: Occupancy: Full Date: C.O. Issued by: Commercial - Mattson Apartments (8 Units) This Certificate, issue() pursuant to requirements of Section log of the Uniform Buifaing Co ()e, certifies that, at the time of issuance, this bui[ ()ing or that portion of the 6uifaing that was inspecteb on the bate f istea was f oun() to he in compliance with the requirements of the co()e for the group an() ()ivision of occupancy an the use for which the propose() occupancj was cfassi f ie(). 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 Buildi Offi 'al has reviewed and approved said future changes. Water Department 4! ."Fire Department BUILDING PERMIT APPLICATION REXBURG, ID DATE ,/,r` THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED N THE MPANYLNG PLANS AND SPECIFICATIONS. OWNER � ' �� ..; � ' BUILDER STRUCTURE: 4 :% 1 ,7 NEW 0 REMODEL JOB ADDRESS ARCHITECT /1 „. O ADDITION 0 REPAIR 0 RESIDENCE titCOMM. 0 EDUCATIONAL O GOVT 0 REUGIOUS 0 FENCE 0 PATIO FOOTINGS „ilitCONCRETE O MASONRY 0 OTHER REMARKS: VALUE FEE PAID BUILDING INSPECTOR DEPARTMENT OF BUILDING & ZONING O RENEWAL WHITE -Owner's Copy CANARY - Building Department's Copy PINK- Assessor's Copy GOLDENROD - Inspector (2 O. t -4 PHONE ... DESIGNER ' ❑ FIRE DAMAGE FOUNDATION ONCRETE MASONRY O OTHER BASEMENT 0 PARTIAL 0 FULL O FLOORS OOD CONCRETE 0 OTHER EXT. WALLS ,'WOOD MASONRY 0 CONCRETE 0 VENEER 0 METAL 0 STUCCO INT. WALLS 0 OOD MASONRY O CONCRETE ❑ DRYWALL O PLASTER 0 TILE CEILING at WOOD D RYWALL PLASTER O TILE 0 ACOUSTIC O OPEN ROOF O BUILT UP. O • • ' SH. PSH. TILE 0 ROLL ROOF. 0 METAL • HEAT AS OIL O COAL O FIREPLACE O ELECTRIC 0 CARPORT O GARAGE 0 AWNING INSULATED ® WALLS El CEILING IR FLOORS 0 PERIMETER 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. PAID MAR 2 9 2002 Date of Application / /ri7 d L OWNER ( Name ri r l G M Mailing Address 67 y e (,(J. 4/2, (/-e v !--e . Site Address / /3r> S 3O) GJ City /State /Zip / t W/ 1 CO/, Telephone/Fax/Mobile 3 03 - 7 9 9. s g- CONTRACTOR Name A M j rt SQ Mailing Address (� 7 / y G(/ . A-v-P • City /State/Zip #& r ) 4(1, t e v/ a 3 Telephone/Fax/Mobile .?D 3 7Ci e — 9 . 7 - S PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: tM (• N.�."/ Architect/ Engineer Firm Plan Name Subdivision 00 When was this building last occupied Circle One Residential Circle One New House Signature of Applicant Signature of Inspector Issued by What will structure be used for: Home Home Busines Will there be an apartment? Total Estimated Cost y�(, O OG• OC/ APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Is existing use compatible with zoning, (screening parking, etc) \I S c )Ci vi-7 4,114 Circle One Basemen (None/ Finished / Unfinished Other: Lot Square Footage 2 6 9 3 Lot Width / Square Feet S r Garage Square Feet V Addition/Remodel to House Commercial / Educational Government Remodel Other Number of Stories Lot Are you in a flood plain Permit No. j9 0 - D 3 - -1 / 5 3 - /fpm `G) New Commerci Commercial Other AU Block Commercial Remodel Patio/ Carport/ Awning N/A Height of Building If so, how many units Code , 411 1.4 C Building Permit Fees / 2 29. • 7 Zone M9 - Plan Check Fees ff 2 - 0 0 Building Type V -NI Plumbing Permit Fees 4_�/p 0Q Digging Permit Fees Water & Sewer Fees J TOTAL $ MAR 2 9 2002 CITY of i1 JC�lJRr; Rough Plumbing ,. Septic Tank Fixtures ). Water Piping Complete Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin / ;;; Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers I Water Softeners Dish Washing Mach. Clothes Washer Name t° Address/ Lot Blk. Name Use CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER FEES PLUMBER Te6; '" Address Tel. Add. NATURE OF INSTALLATION DESCRIPTION OF WORK Plumbing Permit Sewer Inspection $ Inspection of Pipe $ Ins ection of Fixtures $ $ I t ? -,D $ I'• t TOTAL $ i66 , I V Received: Date Rough Plumbing Sewer Other W Finish Plumbing By Alt INSPECTOR'S RECORD N P) MAR 2 9 2002 or t OF REXBURG E_ INSP. NAME Excavation & 7 =- thwork: Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating: Electrical: V Roof Trusses: Floor / Ceiling Joists: Cabinets: siding/Exterior Trim it) e rr.)r((., u -✓ ( i' i oti( can ICJ 1 Yvlofr4ekA .AL0-6.,,, SUBCONTRACTOR LIST SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) �wrC 3/20/2002 Scott Spaulding Design Intelligence 135 East Main Rexburg, Idaho 83440 Dear Scott, STATE OF IDAHO www.ci.rexburg.id.us � o/rn //// P.O. Box 280 011 urq 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 Matson Apartment drawings that you have provided me and have identified the following discrepancies: 1. Provide details for storm sewer construction. Include complete drawings for construction along 3rd West to connection at 1 South. Show manhole location, depths, slopes etc. 2. Add fire hydrant as per request by Fire Department. I have attached a copy of the Fire Department review to the back of this document. 3. Dumpster can't be located in front setback. Move to parking lot. 4. A fence or a suitable buffer must be provided between parking areas and other residential properties. 5. Ceiling above entry, entry walls and entry doors must meet the requirements for 1 -hour fire separation. 6. Blocking is required between floor joists at the lower floor at bearing walls. 7. Is there a reason that you want cdx plywood instead of O.S.B. sheathing as called out under section VII on sheet SO? 8. The fire separation between the units must be maintained throughout. The pony walls in the crawl space and up to floor decking must be fire rocked. The attic space must be separated unless the ceiling membrane (5/8" drywall) is to be considered as fire separation. If the membrane is used as fire separation, then flexible duct can not be used in attic. 9. Provide truss manufacturer specifications and detail sheets. 10. I didn't see where floor /ceiling fire separation was called out. With TJI floor systems, two layers of Y2" Type `X" drywall are required. I have red -lined the plans for all of the above items except for item #1. We will need to have those drawings as soon as possible. In the meantime I will grant a building permit based on the above changes and with the understanding that item #1 is being addressed. Let me know if I can be of any further assistance. If you have any questions, please give me a call at 359 -3020 ext. 324. Sincerely, Val Christensen Building Official cc John Millar Chris Huskinson Jon Berry Carl Matson REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 3 -14 -02 Plan Review Review Date: 3 -19 -02 Building Name: MATTSON APARTMENTS Building Address: THIRD WEST, BETWEEN 2 AND 1 SOUTH Stories: 2 Type of Construction: V -N Occupancy Classification: R -1 Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 8808 SQ. FT. 1).Required Fire Flow (Appendix III -A): 1,500 GPM /TWO HOURS Comments: FIRE FLOW REQUIREMENTS MAY BE REDUCED BY 50% IF AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: NEAREST ARE C -20, C -19 Fire Hydrant Flows: OKAY Fire Flow Test Location: SAME Fire Flow Supplied By: FD Other Approved Water Source: NONE Water Supply Acceptable: NO Fire Hydrant Location Acceptable: NO Water Supply Comments: MINIMUM OF ONE HYDRANT MUST BE WITHIN 500 FEET OF COMPLEX. AT THIS TIME NONE EXIST. 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: OKAY Length: OKAY Surface: OKAY Turning Radius: OKAY Grade: OKAY Vehicle Vertical:UNKNOWN Clearance: OKAY Turn Arounds: OKAY Complete Road Acceptable: YES Comments: NONE 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: IF NOT INSTALLED AND MADE SERVICABLE PRIOR TO CONSTRUCTION, A STOP WORK ORDER WILL BE ISSUED. 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: NOT SHOWN Type Provided Acceptable: EACH UNIT SHALL HAVE A MINIMUM OF ONE 2A1OBC FIRE EXTINGUISHER MOUNTED IN AN ACCESSIBLE LOCATION. 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: 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: YES Both: Type Of System Being Provided: Manual: Automatic: Both: Components Of System Shown: Smoke Detectors: Heat Detectors: Manual Pull Station: Sounding Devices: Visual Devices: Door Holders: Duct Detectors: Flow Alarm: Sprinkler Valve Monitoring: Fire Alarm System Acceptable: NO Comments: SMOKE DETECTORS ARE REQUIRED IN EACH SLEEPING ROOM AND COMMON CORRIDOR LEADING TO SLEEPING ROOMS. 10).Other Corrections That Are Required By Special Occupancy Or Conditions: SEE ABOVE ITEMS Plans As Submitted Are Acceptable: NO Plans Checked By: CHRIS HUSRINSON manner: Written Comments: YES New Plans: YES Date: 3 -19 -02 Please furnish comments back to the plan reviewer in the following 3rd West 115ft � 25.00ft , Water Lint r 7ft It Sewer Line Storm Drain I� 6ft Plan A 42ft Sidewalk 9.00ft 200.Sft Plan B Hileman G. Stone Property 130 & 136 S 300 W Lot size 26938.75 sq ft .618 Acres Maximum dwelling units = 9.89 Proposed dwelling units = 8 18285 sq covered = 67.8% 9013 sq feet green = 32.2% Parking spots 44 28 @ 9 x 18 16 @ 8 x 15 Housing capacity 42 students 1 manager couple 269.12ft = 8ft maw— Snow Storage N Top of Plate Elev 117' - 0' Second Floor. Elev 109' - 0" 12" First Floor Elev 100' - 0" , Grade Elev 98' - 6" C 18" r r L_1 42" Brick Asphault Shingles Grade II 1 1 II I I 'r T rL� 1 J J-.1 J- -J Front Elevation Brick - • — "Vinyl Siding Rear Elevation 4/12 pitch Asphault Shingles Right Elevation Plan A 0 4/12 pitch Asphault Shingles Right Elevation Plan B 9 Left Elevation \ —2'11 11'8 t 2'6 5'11 5'9 4040 BEDROOM 1 1' x 10'5 BEDROOM 9'7x12'1 0 KITCHEN 12'1 x 13'10 5040 4'11 t 4'11 9'10 868 76 5'5 BEDROOM 10'9 x 10'5 BATH 0 9'1 x 5'11 Ii LIVING 11'5 x 11'1 6040 6' _ 6'1 12'1 4040 5'8 3'4 56' 5'8 11'1 ,I 78 5'5 4040 LIVING AREA First Floor Plan A 2068 sq ft UP- 3' BEDROOM 10'9 x 10'5 BATH 9'1 x 5'11 LIVING 11'5 x 11'1 2868 2'6 - I 11'8 5'9 4040 BEDROOM 11 10'5 BEDROOM 9'7x12'1 o f KITCHEN 12'1 x 13'10 6032 5040 6'1 1 6' 411 1 4'11 121 L 9'10 Op 2'11 1 1 5'11 I' QoI - 2'11 11'8 Z6 511 5'9 4040 BEDROOM 11'x 10'5 BEDROOM 9'7 x 12'1 \/ O O r KITCHEN 12'1 x 13'10 L 2868 2'6 1. 56' N 11'1 5'5 5'8 �� 5'8 4040 BEDROOM 10'9 x 10'5 BATH \ 9'1 x 5'11 LIVING 11'5 x 111 5040 6040 4'11 4'11 6' 61 910 121 3'4 56' 11'1 2'6 4040 BEDROOM 10'9 x 10'5 BATH \ 9'1 x 5'11 LIVING AREA First Floor Plan B 2068 sq ft 5 BATH 0 9'1 x 6'' 1' LIVING 11'5 x 11'1 2 LAUNDRY 13'6 x 10'5 BEDROOM 9'7 x 12'1 14'2 O 4040 6032 5040 6'1 1 6' 4'111 4'11 3' 12'1 I- 9'10 KITCHEN < I 12'1 x 13'10 2'11 LIVING AREA Second Floor Plan A and B 2128sgft f o. 11'8 6 2'6 5 2'6 11'1 - 11'1 2'6 I I 2'6 - 11'8 4040 I 5'9 5 4040 5'8 5'8 4040 5'5 5'9 40 511 \ \ \ BEDROOM BEDROOM 10'9 10'5 BEDROOM u g g BEDROOM 11' x 10'5 \ \ � CNI 10'9 x 10'5 — � \ x 01 11' x // • 1 1\ § BATH n BATH x5'11 9'1 x5'11 I / / BEDROOM 97 x 12'1 - \\ 0 9'1 BEDROOM 9'7 [ • � � BATH � `r o — — — 1 BATH - e` 9'1 x 6' _ I [ ' i 1 9'1 x 6' � / ( / 1 c \ \ ,\ \ `5068 - -J a� / � 1■ 5068 m A , W H o 0 1 v / / J r: 2868 2868 \ \ 0 C IO, / // 1 LIVING UP— \ \ 1 \ LIVING KITCHI Ot Op KITCHEN o 12'1 x 13'10 / _ 11'5 11'5 x 11'1 - 12'1 x 13'10 / 5040 4'11 8040 6032 5040 \ 4'11 I � 6' 61 � _ L , L - 6'1 6' I . 4'11 - • 4'11 211 9'10 121 3'4 3' 12'1 -1 9'10 2'11 cm LIVING AREA Second Floor Plan A and B 2128sgft M Joist Builder's Guide or Pocket Guide y ACCESSORIES LIST A complete TJ -Xpert framing plan includes the Trus Plot Unit # of Net ID Length Product Qty Plies Qty Pc]. 38' 9 1/2" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 Pc2 25' 3 1/2" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 Pc3 13' 4 3/4" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 Rml 58' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 29' 16" 13.5"1 1.25" 13.5"1 J1 (12) 25' 10" A3 1.25" JOIST AND BEAM LIST Plot Unit # of Net ID Length Product Qty Plies Qty J1 38' 9 1/2" 11 7/8" TJI /Pro -150 joist 19 1 19 J2 25' 3 1/2" 11 7/8" TJI /Pro -150 joist 2 1 2 A3 25" 3' 2" File Name: MATTSON FIX.0502.JOB Level Name: MAIN FLOOR Plot Date: 5/22/02 14:26 Design Date: 5/22/02 14:05 Drawing Scale: 1/8" = 1' Job Status: Foundation...Foundation MAIN FLOOR...Plotted 5/22/02 14:05 2ND FLOOR.... Checked NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times Design Methodology: ASD Floor Area Loading Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L /480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 54 Lowest Rating: 54 Highest Rating: 55 Glued & Nailed Decking is Required Suspended Ceiling is Required Floor Decking: 23/32 ", 3/4" Panels (24" Span Rating) Normal 0.C. Spacing = 16 "* Default Wall / Beam Width: 5.5 "* Standard Rim: Rml* TJ -Xpert 6.16 ( #680) D C6.16 D6.16 56.16 P6.16 *Unless noted otherwise LEVEL NOTES TRUS JOIST � Taped. CREATED BY BMC West 202 W.Main Rexburg, Id 83440 356 -9292 FAX: 356 -3299 SYMBOL LEGEND J TJI Joist Type — Bearing Wall Pc Parallel Closure Type Rm Rim Type Line Load Area Load Detail Callout Label (See Builder's Guide or Pocket Guide) Bearing Width Label 4 Joist Layout Symbol 1 FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE BMC WEST 61:1LD1AG %t4 TFR14 LS BMC West 202 W.Main Rexburg, Id 83440 356 -9292 FAX: 356 -3299 4 CREATED BY Plot Unit # of Net ID Length Product Qty Plies Qty Bbl 1' 1/2" or 5/8" Backer Blocks 6 1 6 Pol. 38' 9 1/2" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 Pct 25' 3 1/2" 1 1/4" x 11 7)8" 1.3E TimberStrand LSL 1 1 1 Pc3 13' 4 3/4" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 Rml 60' 8" 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1 1 A3 1.25" 29' 16" 13.5 "1 H2 J3 (1 ` 9 32" 32" J5 (17) 3.5" 32" 32" J4 (20) a 1.25 " HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 3 IUT211 Hanger Notes: (1) Indicates non - stocked hanger (5) Backer Blocks Required 10 -N10 2 -N10 (1)(5) JOIST AND BEAM LIST Plot ID Length Product Unit # of Net Qty Plies Qty J1 39' 11 7/8" TJI /Pro -150 joist 2 1 2 J2 38' 9 1/2" 11 7/8" TJI /Pro -150 joist 16 1 16 J3 25' 3 1/2" 11 7/8" TJI /Pro -150 joist 2 1 2 J4 18' 9 1/4" 11 7/8" TJI /Pro -150 joist 1 1 1 J5 17' 9 1/2" 11 7/8" TJI /Pro -150 foist 1 1 1 J6 2' 8" 11 7/8" TJI /Pro -150 joist 1 1 1 A complete TJ -Xpert framing plan includes the Trus Joist Builder's Guide or Pocket Guide ACCESSORIES LIST A3 1.25" 3' 2" 4:'i TJ•Xpert. LEVEL NOTES File Name: MATTSON_EIX,.0502.JOB Level Nam : 2ND FLOOR Plot Date: 5/22/02 14:24 Design Date: 5/22/02 14:20 Drawing Scale: 1/8" = 1' Job Status: Foundation...Foundation MAIN FLOOR...Ready to Plot 5/22/02 14:05 2ND FLOOR.... Plotted 5/22/02 14:20 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Design Methodology: ASD Floor Area Loading Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 55 Lowest Rating: 54 Highest Rating: 59 Glued & Nailed Decking is Required Suspended Ceiling is Required Floor Decking: 23/32 ", 3/4" Panels (24" Span Rating) Normal O.C. Spacing = 16 "* Default Wall / Beam Width: 5.5 "* Standard Rim: Rml* TJ -Xpert 6.16 ( #680) D C6.16 D6.16 S6.16 P6.16 *Unless noted otherwise SYMBOL LEGEND J TJI Joist Type M Rectangular Product Type Bearing Wall Beam H Hanger Type LJ Hanger Symbol Pc Parallel Closure Type Rm Rim Type Point Load Line Load Area Load Detail Callout Label (See Builder's Guide or Pocket Guide) Bearing Width Label Joist Layout Symbol 1 TRUS JOIST FOR THE TJ -XPERT WARRANTY SEE BUILDER'S GUIDE OR POCKET GUIDE Designed By: Scott Spaulding,4 .E. Checked By: Date: P ( Date: Date: March 16, 2002 Subject: Mattson Apartments, Rexburg, Idaho Customer: Karl Mattson Design Intelligence, LLC Engineering Calculations Summary This analysis uses the Design Criteria required by the local jurisdiction and the 1997 UBC as the basis for the calculations. Materials: Dimensional Lumber - UBC Design Values Used Concrete: 2500 psi @ 28 days Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60 Assumptions: UBC 1997 — Foundations designed for Max Brg Pressure of 2000 psf Design Loads: Snow = 35 psf Seismic = Seismic Zone 3 Wind = 80 mph, Exposure C References: Uniform Building Code, 1997 Edition Customer Drawings TrusJoist MacMillian Design Guides Summary: All beam sizes and footing sizes are noted on the drawings. These calculations and included details are for this location and customer only and not to be reused in any manner without the written consent of Design Intelligence. Design Intelligence, LLC KARL MATTSON 3/16/02 135 East Main, Suite A APARTMENTS Rexburg, Idaho 83440 Design Loads Snow Load: Wind Load Seismic Snow Loads Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch Wind Loads Seismic Loads Rise Run Reduction 3% 12 0.0 psf 4 12i 0.0 psf 6 12 2.5 psf 8 12 5.1 psf 10 12 7.4 psf 12 12 9.4 psf P= Ce *Cq *qs *Iw q Ph V Zone 3 25.4 13.7 0.164 5', psf 0 mph 6.4 psf psf psf 2.5 *Ca *I *W /R = 0.36 W 70 mph Ce Cq 12.6 Horizontal Vertical 1 0.12 Page 1 Use 35.0 35.0 32.5 29.9 27.6 25.6 qs 80 mph 16.4 2A psf psf psf psf psf psf 90 mph 20.8 1.19 Exposure C Horizontal 0.7' Vertical 0.22 Ca - Zone 2B 0.28 3 0.36 4 5.5 0.44 Design Intelligence, LLC KARL MATTSON 3/16/02 135 East Main, Suite A APARTMENTS Rexburg, Idaho 83440 Type LVL GLB DF Beam Type LVL Span = Loads Fb psi 2600 2400 1300 Window Headers - Roof Fb psi 2600 Tributary Area = 8 " ft Snow 35 psf Live Load 0 psf Dead Load 1', psf Moment Live Load Moment = Dead Load Moment = Section Modulus Required Section Width = Section Depth = 9,25' in. Section Modulus Provided = Moment of Ineritia Provided = Deflection Live Load = Dead Load = Total = Horizontal Shear FV = 65 327.75 Fv psi Fv psi E psi 285 1900000 psi psi 0.02 0.01 0.03 285 165 95 1260 540 ft lb-ft lb-ft 3 in. in. E psi OK 1900000 1500000 1900000 Allowable Use 42.8 197.9 Point Load = Uniform Load = in3 in4 U360 L/240 8.31 in3 Page 1 15120 lb-in 0.20 0.3 X 6480 lb-in Reaction = in. 9.25 0 280 0 120 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK LVL 1200 Ibs Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON APARTMENTS Type Fb psi Fv psi E psi LVL GLB DF Beam 2 Type LVL 2600 2400 1300 285 165 95 Bearing Wall Headers - Roof Fb psi Fv psi E psi 2600 285 ' 1900000 = Tributary Area = Loads Snow Live Load Dead Load Moment Live Load Moment = Dead Load Moment = Section Modulus Required Section Width = Section Depth = Section Modulus Provided = Moment of Ineritia Provided = Deflection Live Load = Dead Load = Total = Horizontal Shear fv= FV = 76 327.75 4 ft ft 980 420 0.01 0.00 0.01 psi psi 1900000 1500000 1900000 lb-ft lb-ft 42.8 197.9 in. in. in. OK Allowable Use Point Load = Uniform Load = 6.46 in3 in4 L/360 L/240 3 11760 5040 in3 0.13 0.2 X 0 490 210 lb-in lb-in in. in. Reaction = 9.25 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 1400 LVL Ibs Page 2 3/16/02 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON APARTMENTS Type LVL GLB DF Beam 3 Type LVL Span = Tributary Area = Loads Snow Moment Section Width = Section Depth = Total = fv = FV = Fb psi 2600 2400 1300 Bearing Wall Window Headers - Second Floor Fb psi Fv psi E psi 2600 285 1900000 Live Load Moment = Dead Load Moment = Section Modulus Required Section Modulus Provided = Moment of Ineritia Provided = Deflection Live Load = Dead Load = Horizontal Shear 71 285 Fv psi 285 165 95 psf psf 15'' psf 1440 540 3 in. 9.25 in. 0.00 0.01 0.01 psi psi E psi 1900000 1500000 1900000 lb-ft lb-ft 42.8 197.9 in. in. in. OK Allowable Use Point Load = Uniform Load = 9.14 in3 in4 L/360 L/240 3 17280 6480 in3 0.20 0.3 X 0 0 320 120 lb-in lb-in in. in. Reaction = 9.25 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 1320 LVL Ibs Page 3 3/16/02 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON 3/16/02 APARTMENTS Type LVL GLB DF Beam 4 Type LVL Span = Snow Live Load Dead Load Moment Fb psi 2600 2400 1300 Tributary Area = Loads Live Load Moment = Dead Load Moment = Deflection Live Load = Dead Load = Total = Horizontal Shear fv = FV = Fv psi 285 165 95 E psi 1900000 1500000 1900000 Bearing Wall Headers - Second Floor Fb psi Fv psi E psi 2600 285 1900000 0, psf 40 psf 15 psf 1120 420 Section Modulus Required Section Width = 3 in. Section Depth = 9.25' in. ..._ ....... ................._............. Section Modulus Provided = Moment of Ineritia Provided = 83 285 0.00 0.00 0.00 psi psi lb-ft lb-ft 42.8 197.9 in. in. in. OK Allowable Use Point Load = Uniform Load = 7.11 in3 in4 L/360 L/240 3 13440 5040 in3 0.13 0.2 X 0 0 560 210 lb-in lb-in in. in. Reaction = 9.25 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 1540 LVL Ibs Page 4 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON 3/16/02 APARTMENTS Type Fb psi Fv psi E psi LVL GLB DF Beam 5 Type LVL Span = Tributary Area = Loads Moment 2600 2400 1300 0 psf 60 psf 15 psf Live Load Moment = Dead Load Moment = Section Width = Section Depth = Deflection Live Load = Dead Load = Total = Horizontal Shear fv= 68 FV = 285 285 165 95 Balcony Joist Fb psi Fv psi E psi 2600 285 1900000'' 7.5 561 140 Section Modulus Required Section Modulus Provided = Moment of Ineritia Provided = 0.11 0.04 0.14 1900000 1500000 1900000 ft ft lb-ft lb-ft 7.6 20.8 in. in. in. psi Allowable psi OK Use 1.5 Point Load = Uniform Load = 3.24 in3 in4 L/360 L/240 6733.125 1683 in3 0.25 0.375 Reaction = X 0 0 79.8 19.95 lb-in lb-in in. in. 5.5 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 374.0625 LVL Ibs Page 5 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON 3/16/02 APARTMENTS Type Fb psi DF 1300 LVL 2600 GLB 2400 Beam 6 Porch Roof Ridge Type LVL Span = Tributary Area = Loads Snow 3i psf Live Load 0 psf Dead Load 15 psf Moment Live Load Moment = Dead Load Moment = Section Modulus Required Section Width = Section Depth = Section Modulus Provided = Moment of Ineritia Provided = Deflection Live Load = Dead Load = Total = Horizontal Shear fv = 164 FV = 327.75 psi Fv psi 285 165 95 Fb psi Fv psi E psi 2600 285 1900000 5823 2496 x .25' in. 0.34 0.14 0.48 psi E psi 1900000 1500000 1900000 lb-ft lb-ft in. 42.8 197.9 in. in. in. OK Allowable Use Point Load = Uniform Load = 38.39 in3 in4 L/360 L/240 3 69877.5 29948 in3 0.37 0.55 Reaction = X 0 385 0 165 lb-in lb-in in. in. 9.25 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 3025 LVL Ibs Page 6 Deign Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 Type KARL MATTSON APARTMENTS LVL GLB Beam 7 Type LVL Moment Fb psi Fv psi 2600 2400 DF 1300 Loads Live Load Moment = Dead Load Moment = 454 Section Modulus Required Section Width = Section Depth = Deflection Live Load = Dead Load = Total = Horizontal Shear fv = 76 FV = 327.75 285 165 95 Porch Roof Rafters Fb psi Fv psi E psi 2600 285 1900000 psf 0 psf psf 30 1059 in. 7.25 in. Section Modulus Provided = Moment of Ineritia Provided = 0.25 0.11 0.36 psi psi E psi 1900000 1500000 1900000 lb-ft lb-ft 13.1 47.6 in. in. in. OK Allowable Use Point Load = 0 Uniform Load = 6.98 in3 in4 L/360 L/240 1.5 70 0 12705 lb-in 5445 lb-in in3 0.37 in. 0.55 in. Reaction = X 7.25 Ibs Ibs /ft Ibs /ft Ibs /ft OK OK OK 550 LVL Ibs Page 7 3/16/02 Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 Foundation Design Allowable Bearing Capacity Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load Exterior Bearing Walls Roof Loads Floor Loads Wall Load Stem Wall Load Footing Load Total Reinforcing Requirements Min Reinforcing Factors Footing Stem Wall Footing Continuous Reinforcing Count Stem Wall Vertical Horizontal Continuous Reinforcing Count Vertical - Reinforcing Spacing 950 770 270 400 208 2598 0.002 0.0012 0.002 UBC 1997 (1500 psf base increased for depth) Ibs /ft Ibs /ft Ibs /ft Ibs /ft Ibs /ft lbs/ft 2000 KARL MATTSON APARTMENTS psf 35 psf 80 psf 15, psf 15 psf 0 psf 3 0 psf Reinforcing Bar Page 1 2 4 18 Max Roof Span = Max Floor Span = Wall Height = Stem Wall Height = Stem Wall Width = (2 floors) Bearing Pressure = Proposed Footing bars bars in. Width Depth 1559 psf 38' ft 14' ft 18' ft 4 ft 8 in. 20 in 10. in 0.2'' in *in OK 3/16/02 Design Intelligence, LLC KARL MATTSON 3/16/02 135 East Main, Suite A APARTMENTS Rexburg, Idaho 83440 Foundation Design Allowable Bearing Capacity Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load Interior Bearing Walls Roof Loads Floor Loads Wall Load Stem Wall Load Footing Load Total Reinforcing Requirements Min Reinforcing Factors Footing Stem Wall Footing Stem Wall Vertical Horizontal Continuous Reinforcing Count Continuous Reinforcing Count Vertical - Reinforcing Spacing 0 1540 270 400 133 2343 0.002 0.0012 0.002 UBC 1997 (1500 psf base increased for depth) Ibs /ft Ibs /ft Ibs /ft Ibs /ft Ibs /ft Ibs /ft 2000 psf 35'' psf 80 psf 15 psf 1 5 psf 0 psf 30 psf Bearing Pressure = Reinforcing Bar #4 0.2' in *in Page 2 1 4 18 Max Roof Span = Max Floor Span = Wall Height = Stem Wall Height = Stem Wall Width = 8' in. Proposed Footing bars bars in. Width Depth 1758 psf 0 ft 28!! ft 18 ft Oft 16 in 8 in OK Design Intelligence, LLC KARL MATTSON 3/16/02 135 East Main, Suite A APARTMENTS Rexburg, Idaho 83440 Foundation Design Allowable Bearing Capacity Snow Load Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load Floor Dead Load Interior Party Wall Roof Loads Floor Loads Wall Load Stem Wall Load Footing Load Total Reinforcing Requirements Min Reinforcing Factors Footing Stem Wall Footing Continuous Reinforcing Count Stem Wall Vertical Horizontal Continuous Reinforcing Count Vertical - Reinforcing Spacing 0 0 270 400 100 770 0.002 0.0012 0.002 UBC 1997 (1500 psf base increased for depth) Ibs /ft Ibs /ft Ibs /ft Ibs /ft Ibs /ft lbs/ft 2000 psf 35 psf 0 psf 5' psf I' 5' psf 0 psf 3 0', psf Bearing Pressure Reinforcing Bar Page 3 1 4 18 Max Roof Span = 0' ft Max Floor Span = 0 ft Wall Height = 18 ft Stem Wall Height = 4 ft Stem Wall Width = 8 in. Proposed Footing bars bars in. Width Depth 8 in 770 psf 12 in d2 in"in OK Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON 3/16/02 APARTMENTS Top Floor Shear Wall Analysis - Wind Against Front of Bldg 7 ft 8 ft Wind Load = Roof Height = Wall Height = Length of Long Wall = Area at Mid Height of Wall = .4 psf 638 ft^2 Wind Force = Shear Wall Length Shear /ft in Wall @ Mid Height edges and 12" o.c. in the field. Blocking is required. Seismic Analysis 4 Roof Dead Load Long Wall Length Short Wall Length Wall Dead Load Seismic Force @ Mid Height of Wall Shear Wall Length Shear per ft in Wall @ Mid Height edges and 12" o.c. in the field. Blocking is required. 16205 232 Width Height 70 ft 172 Ibs Ibs /ft Provide 1/2" APA rated sheathing with 8d nails @ 6" o.c. at panel Length 60 24 (includes snow) Length Seismic Multiplier = Load Load Ibs /ft OK Weight 59040 Weight 13095 Provide 1/2" APA rated sheathing with 8d nails @ 6" o c. at panel 0.167 12047 Ibs Ibs Page 1 Bottom Floor Shear Wall Analysis - Wind Against Front of Bldg 25.4; Wind Load = psf 7 Roof Height = ft Wall Height = 27 ft Length of Long Wall = 58 1189 ft Area at Mid Height of Wall = ft ^2 Wind Force = 30201 Ibs Shear Wall Length 98 ft Shear /ft in Wall @ Mid Height 308 Ibs /ft Provide 1/2" APA rated sheathing with 8d nails @ 4" o.c. at panel edges and 12" o.c. in the field. Blocking is required. Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 KARL MATTSON 3/16/02 APARTMENTS Page 2