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Home My WebLink AboutBP, CO'S & DOCS - Legacy Townhomes Condos PH1 - Final PlatCITY OF REXBURG PERWIIT ISSUED TO: NAME: Kee-5 J - D 1o \ —'-4 PERMIT# 1&- - --.2 ( FOR THE CONSTRUCTION OF: 7 o a c c S JOB ADDRESS: 547-2-75? 5 GENERAL CONTRACTOR: Ree,5 3-6,,,k4-5- L This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexburg. It Is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building inspector. Date Approved Issued B Building Inspector THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY . NOTICE 1) A complete set of approved drawings along with permit must be kept on the premises during construction. 2) The permit will become null and void in the event of any deviation from the accepted drawings. 3) No foundation, structural, electrical, nor plumbing work shall be concealed without approval. No work shall be done on any part of the building beyond the point indicated in each successive inspection without approval.. No structural framework of any part of the building or any underground work shall be covered or concealed without approval. INSPECTION RECORD BUILDING 1st Layout 2nd Footing 3rd Foundation 4th Truss 5th Framing 6th Drywall 7th Sidewalk 8th Final 9th Occupancy ELECTRICAL 1st Groundwork 2nd Rough -in 3rd Final PLUMBING 1st Trench 2nd Service Connection 3rd Rough -in 4th Heat Cable 5th Final DATE APPROVE For Inspections Call 359-3020 24 Hour Notice A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOI TO FINAL ELECTRICAL & PLUMBING INSPECTIONS. CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- o2 -o9 -24 Applicable edition of code: ❑ International Building Code 2000 international Residential Code 2000 Site address: 574 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: (1) residential unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: Full ❑ Partial ❑ Temporary This certificate, issueb pursuant to tbe requirements of Section I09 o the International Building Code, certifies that, at the time of issuance, this building or at portion of tbe bui[aing that was inspected on the date listed was f ouna to be in compliance with the requirements of the code for tbe group and division of occupancj and tbe use for which the proposed occupanc, was c[assi f iea. Date: October 2, 2003 (1:42PM) C.O. Issued by: 4 4 ( , ( 1 , - " ( 75�e ' 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 Buil • ' Official has r viewed and approved said future changes. 7,____ Water Department `rs�;� j� r 2.= = Fire Department ' State of Idaho Electrical Department - (208 -356 -4830) ❑ Merlin Webster CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R -o2 -09-24 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 576 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: (1) residential unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: C' Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to the requirements of Section 109 of the International Builbing Coee, certifies that, at the time of issuance, this huilbing or that portion of the huilbing that was inspected on the bate listeb was f oun6 to be in compliance with tbe requirements of tbe cote for the group and bivision of occupancy anb the use for which tbe proposed occupancN was cfassi f ieb. Date: October 2, 2003 (1:41PM) C.O. Issued by: 44: Go'e//zS 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 Official has reviewed and approved said future changes. Water Department,( /� i% ? ,. � � y �' Fire Department N State of Idaho Electrical Department - (208 -356 -4830) ❑ Merlin Webster CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 578 Legacy Lane Residential Townhome Wood Frame (1) residential unit Site address: Use and occupancy: Type of construction: Design occupant load: Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: 12(Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to the requirements of Section I09 o the International Building Code, certifies that, at the time of issuance, this building or at portion of the building that was inspected on the bate listeb was f ouna to be in compliance with the requirements of the cone for the group and division of occupanq and the use for which the proposed occupanq was classi f ieb. Date: October 2, 2003 (1:41PM) C.O. Issued by: e7/;d2:574 l > 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 Building Official has reviewed and approved said future changes. Water Department J, R- 02 -09 -24 Fire Department ,;` r A State of Idaho Electrical Department - (208 - 366 -483o) D Merlin Webster CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R -02 -09-24 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 572 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: Family Unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 8405o Contractor: Rees & Jenks Developers Special conditions: Occupancy: ❑ Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to the requirements of Section 109 of tbe International Bui(bing Cote, certifies than at the time of issuance, this bui(bing or that portion of the hulloing that was inspected on the bate listeb was f ounb to be in compliance with the requirements of the cobe for the group an?) bivision of occupancy ani' tbe use for which the propose occupancN was ciassi f ieb. Date: September 12, 2003 (4: C.O. Issued by: 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 Buil ' ,g 0ff has reviewed and approved said future changes. Water Department 4—.. iT sire Department State of Idaho Electrical Depai went - (208 -356 -4830) ❑ Merlin Webster - CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- o2 -o9 -24 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 562 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: (1) residential unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: ❑ Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to t&e requirements of Section 109 of the International BuiLaing CA certifies that at the time of _ issuance, this budding or at portion of the hulloing that was inspected on the bate listeb was f ouna to be in compliance with tbe r requirements of the cede for tbe group aHb ?iv sign of nrrupanc,� and the u for w&irb tbe proposed occupancN was cfassi f ieb. Date: October 2, 2003 (1:39PM) ers/ C.O. Issued by: 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 Buil. • 0 ial has reviewed and approved said future changes. Water Department Fire Department State of Idaho Electrical Department - (208 -356 -4830) ❑ Merlin Webster • CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- o2 -o9-24 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 566 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: (1) residential unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: ❑ Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to tbe requirements of Section 109 of the International Bui[ain9 Code, certifies that, at the time of issuance this building or that portion of the bui[aing that was inspected on t date listed was f oune to he in compliance with the requirements of the code for the group and eivision of occcupavir avih the usPP for wificb tbe proposed occupancvi was classi f ia Date: October 2, 2003 (1:38PM) C.O. Issued by: 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 Building 0 ial has revi wed and approved said future changes. Department4 "re Department 111 State of Idaho Electrical DeparUnent - (208 - 356 -483o) ❑ Merlin Webster CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- 02 -o9 -24 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 568 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: (1) residential unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: ❑ Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to the requirements of Section 109 of the International Rubino Coae certifies that, at the time of issuance this hulloing or at portion of the building that was inspected on the Gate list@ was f ouna to be in compliance witFj the requirements of the co for the group an hi 4sinn of nrr.ypanc an t e.. use for ii the proposed occupancN was classi f i@. Date: October 2, 2003 (1:37P C.O. Issued by: 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 Buil ' ia1 has re wed and approved said future changes. Water Department . L- t e - Fire Department r �'� n ! p et 111 /� �f State of Idaho Electrical Department - (208 -356 -4830) ❑ Merlin Webster CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No: R- o2 -09 -24 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 Site address: 570 Legacy Lane Use and occupancy: Residential Townhome Type of construction: Wood Frame Design occupant load: (1) residential unit Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 Contractor: Rees & Jenks Developers Special conditions: Occupancy: ❑ Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to tbe requirements of Section 109 of tbe International Building Code, certifies that, at the time of issuance this building or at portion of the building that was inspected on the date fisted was f ouna to be in compliance with the requirements of the code for tbe avow_, and division of nrrupancN and the use for w &i c b t e proposed occupancy was classi f ied. Date: October 2, 2003 (1:36PM) C.O. Issued by: State of Idaho Electrical Department - (208 - 356 -4830) 0 Merlin Webster 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 Offal has reviewed and approved said future changes. Water Department( t �( � Fire Department N/' BUILD G PERMIT APPLICATI N REXBURG, ID DATE ( 1- 2 6 -0 4 0-z-09-ay THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER ti Q> � � \K' It‘it4MISI P ` JOB ADDRESS BUILDER R TenlicS \�i f,vc10 f own ARCHITECT W STRUCTURE: la NEW 0 REMODEL ❑ ADDITION IX RESIDENCE 0 COMM. 0 EDUCATIONAL 0 GOVT 0 RELIGIOUS FOOTINGS CONCRETE MASONRY 0 OTHER REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID BUILDING INSPECTOR 0 REPAIR YUYK PHONE DESIGNER 0 RENEWAL 0 FENCE U PATIO CARPORT ROOF • l 9 3- 9 -a 0 FIRE DAMAGE 0 GARAGE 0 AWNING INSULATED WALLS FILING FLOORS PERIMETER FOUNDATION CONCRETE MASONRY 0 OTHER BASEMENT 0 PARTIAL 0 FULL NI NO FLOORS WOOD la CONCRETE U OTHER EXT. WALLS WOOD MASONRY CONCRETE IR'VENEER 0 METAL 0 STUCCO INT. WALLS 16 WOOD MASONRY O CONCRETE 1 DRYWALL 0 PLASTER 0 TILE CEILING 0 WOOD R DRYWALL II PLASTER 0 TILE ❑ ACOUSTIC 0 OPEN HEAT Id GAS O OIL 0 COAL 0 FIREPLACE 0 ELECTRIC 0 BUILT UR 0 WOOD SH. COMP. SH. 0 TILE Cl ROLL ROOF. O METAL 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. CITY OF RFXBURG WHITE - Owner's Copy CANARY - Building Department's Copy PINK- , is Copy GOLDENROD - Inspector Date of Application q/ f9 y / l 00 2- OWNER -��, � ` `_ Name �Te,'Y�K � V1 tY Site Address Le": 1 -r1 5 ) — 515 Mailing Address , i%," %' i j U k t e q City /State /Zip f LX ago 50 Telephone/Fax/Mobile Q4)`, ;! '. 80)1-019 CONTRACTOR Name \ "ay\v5 b v,\ Mailing Address f, 0 • W U . 18 City /State /Zip � 11A L3Y n Uf gL1Os -() Lot Square Footage , 5'(\ ` 094 Signature of Applicant Signature of Inspector Issued by APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Lot Width What will structure be used for: Home Business ar eft Will there be an apartment? `CVU�Vowt, J Igt. 4(...4 If so, how many units Total Estimated Cost � ° �ou in a flood plain 333 S. Building Permit Fees Zone Mt 533, Plan Check Fees Building Type i Plumbing Permit Fees Permit No. R. - 0 V-' J OR - Z L l E'x ( w'1 L? j Telephone/Fax/Mobile CBU f,,?-T - 6t)7/ 1z,,y1 (3 J S) -3 L i y vwt\ 3S1 - `18'e':i PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: t-A t t Is existing use compatible with zoning, (screening parking, etc) ' Yes When was this building last occupied Architect/ Engineer Firm ANN k. J i,mc., L14 , Plan Name Re a f S (11..r.9 ,I,-y� �YAn�) Block Subdivision Lot Circle One esdentia Commercial Educational Government Remodel Other Circle One TewIous Addition/Remodel to House New Commercial Circle One Basemen/ Finished / Unfinished Other: None/ Patio/ Commercial Remodel 333, 50 Square Feet q 1,61-1 Te kquare Feet 3 (o Number of Stories 2_ Height of Building 3 Commercial Other Awning N/A ll >� L. Code t.2� 2 3-o 2-- tp o Digging Permit Fees 4 147' 5 Water & Sewer Fees 4 � Front Footage Fee b 0 0 TOTAL $ Rough Plumbing } Septic Tank Fixtures i t �" 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 Water Softeners Dish Washing Mach. Clothes Washer Name Address ?. Lot .. - ' ; .. / ik. Name j P Address CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT OWNER / FEES j Tel. i Add. PLUMBER DESCRIPTION OF WORK tel. , - 4, Z. NATURE OF INSTALLATION Use Plumbing Permit Sewer Inspection $ Inspection of Pipe $ Inspection of Fixtures Received: Date By Rough Plumbing Sewer Other Finish Plumbing • $ TOTAL $ INSPECTOR'S RECORD N $ $ 4.1 `f. $ IINSR. NAME �YI:'cVati �� Sc Concrate : Masonry: : Roofing: Instilatiori Drywall: Painting: Floor Cover ji g Plumbing: Electrical: S UE t., O ! R4 C I Q v 7 100= / Ceiling Joista : . L d-Lna/E#.e2rior SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) Roof Trusses : _ i(; UJ CS - APPLICANT: Name QOYL ' DGt- Address/P. O. Box ,- _ eve ��/� ,€ • j -D 4 ' /1/ 2' i y Zip Code ,Weri Phone /®/ f4 6o7/ te.¢,r 0 0 OWNER: (Complete if owner is not Applicant) Name CI;iAJ 1/‘/4, Address/P. O. Box APPLICATION FOR ZONE CHANGE City of Rexburg s9 City /4„.4,,- State z7 Zip Code Phone PROPERTY COVERED BY PERMIT: Address Legal Description (Lot, Block, Addition, Division Number or Attach Description) Present Zone: /\. Requested Zone: Will this have impact on schools? NO eltsiT .ty� , ,► / °� hyr, i Existing use of property? �e‘eh f4 %Ph? cc-17.1 Requirements for Zone Change Request: The following information will assist the Commission and City Council to determine if your proposal will meet the requirements under the zoning ordinance. Address the following points as applicable on attached sheets. 1. Is the zone change request in accordance with the Comprehensive Plan? /roygrj are- z A/ €I D /Q 2. Are water and sewer facilities, / fire and police, treets, and schools presently serving the area? Sp4Wef �6t�n } it & / /t-d If they ard, are the // adequate to serve i n y develo ment under thf proposed zoning? , rrei fyy /lea/ ,7czci /.7e4C .i�$T 44/ If not, what measu/es are being proposed to assure t public facilities and services will be adequate to serve any new development? d,fge-i Signs urf► of Application 3. Is the site large enough to accommodate the proposed uses, parking and buffering required? 7 - use., ,r 4. What are the surrounding land uses ?�w -ieic� ? , err , %/ , What are the existing uses presently permitted under dole ordinance? , / '24 , ew►si, Are such uses compatible with neighboring properties and what are neighboring properties ?_ 7. Will all uses permitted within the zone be compatible with the area? Council 5, Will the zone change be compatible with the existing uses? What provisions yvill be made by the developer to assure compatibility? "4/.4/ c,// au/'/ouh64n .0.4-Cej' Gr,/� ezerIW, ,.,. deem/ Y . 9 6. Is the nature of the neighborhood changing? eJ Is a residential a cone g to offices or co rcia or is it still a strong residential area? Will increased traffic reduce the viability of existing uses? Goo The Commission or Council may address other points than those discussed above, but a narrative addressing at least those applicable points will assist in processing your application. Date We5.. . xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x FOR OFFICE USE ONLY: Fee: Date Paid: Paid By: Check Cash Other Date of Note: Hearing: P &Z Commencing at a point that is West 194.75 feet, and North 730 feet, from the Southeast corner SW 1 /4 Section 25, Township 6 North, Range 39 East, Boise Meridian, Madison County, Idaho, and running thence in a Northerly curve to the right with a radius of 465.9 feet, 341.52 feet, a reverse curve to the left having a radius of 525.90 feet, 131.84 feet, 136.94 feet, thence South 419.70 feet, thence West 194.75 feet, to a point of beginning. November 27, 2002 (9:OOam) Rees & Jenks Development P.O. Box 184 Morgan, Utah 84050 C ll 2exlaary STATE OF IDAHO ATTN: Mr. Jenks RE: Correction on Building Permit (Townhomes) Dear Developers: During an Audit of the Building permits, there was an error discovered in the square footage that was calculated for Legacy Townhomes. 1071 square feet per unit would calculate the total square feet to 19,278 square feet. This is for 5 buildings with 18 townhomes. The attached Building Permit Valuation Fee calculation sheet has been recalculated. Please forward the total amount of $27,454.89 less the amount paid 10 -07 -2002. The balance due is $22,954.89. If you have any questions, please feel free to call 208 -359 -3020 ext. 313 Yours truly, CITY OF REXBURG Blair D. Kay City Clerk P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @srv.net r Structural Calculations 24 July 2002 For: Legacy Townhomes LK ENGINEERINO Plan #: 4 -Plex Location: Legacy Townhouses (one building) From: William York Company, L.C. 2329 W. Spring Hollow Road Morgan, Utah 84050 (801) 876 -3501 Design Criteria 97 UBC: Roof Load; Live Load (PSF) 35 Dead Load (PSF) 15 Floor Load; Live Load (PSF) 40 Dead Load (PSF) 10 Seismic Zone: 2 Wind Speed: 80 mph Exposure: C Material Properties & Assumptions Concrete PSI (fc'): 2500 (found.), 3000 (slabs), 4000 (susp. slabs) Concrete Reinforcement: ASTM A615 Grade 60 & 40 Site Conditions: Dry & Stable granular based, 1500 PSF Bearing Capacity, Granular Based Backfill (KH =35 pcf), Slope not to exceed 20 %, Setback from slopes is minimum of 25' Dimensional Lumber: Hem or Doug Fir #2 & BTR Steel: ASTM A36 Use Simpson straps and tie downs, and meet nailing, reinforcement and other structural requirements as noted on the drawing and within the pages of this document. These structural calculations are based on conditions and assumptions listed above. If the conditions listed herein are not met or are different it shall be brought to the attention of the engineer. Roof Truss and beam system to be engineered by the supplier. This engineering assumes that the building site is dry and stable, a high water table or adverse soils such as plastic clays, fills etc. could cause future flooding, settlement, site instability, or other adverse conditions. Verification of and liabilitytfor the soil bearing pressure, site stability, and all other site conditions, including site engineering as required, is the responsibility of others. These calculations and engineering are for the building structure only and do not provide any engineering analysis of or liability /warranty for the non- structural portions of the building, or the site itself. William York does not assume the role of "Engineer of Record" on this project. The purpose of these calculations and engineering is to help reduce structural damage and loss of life due to seismic activity and/or high wind conditions. The contractor shall verify all conditions, dimensions and structural details of the drawing. Multiple use of these calculations is not permitted. 1 All exterior walls shall be sheathed with 7/16" APA rated structural wood panel. Block all horizontal edges 1 1/2" nominal or wider. Sheathing shall extend continuous from floor to top plate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less than 1/2" from edge of panel and driven flush but shall not fracture the surface of the sheathing. Extend sheathing over gable end to wall joints & over rim joist between floors and nail to rim and wall plates 6" O.C. type Sheathing Typical 7/16" one side SW -1 7/16" one side SW -2 7/16" both sides Shear Wall Schedule Nail Edge Field Anchor Bolts 8d 6" O.C. 10" O.C. 1/2" 32" O.C. 8d 4" O.C. 10" O.C. 1 /2" 32" O.C. 8d 4" O.C. 10" O.C. 1 /2" 32" O.C. Typical braced wall; glue & nail or screw gypsum wallboard 7" O.C. & install CWB bracing The following general requirements shall be followed during construction: 1. Contractor to verify all dimensions, spans, & conditions and notify engineer of any errors, omissions, or discrepancies prior to construction. 2. Use Simpson A35 ties 16" O.C. between cantilevered joist and sill or top plate. 3. Use Simpson H2.5 ties each end of each truss. 4. Sheetrock to be glued and nailed/screwed @ 7" O.C. for all SW -4 walls & braced walls. 5. Foundation reinforcement: As per plan 6. Use 2: #4 bars continuous for all footings 2: # 4 bars each side of openings & 2 # 4 bars top & bottom extend 36" beyond opening 8. Use 1 /2" x 10" J bolts 32" O.C. all foundation walls 9. If discrepancies are found, the more stringent specification shall be followed. 10. All multiple beams and headers to be nailed using 16d two rows 12" O.C. 11. Contractor shall assure that all materials are used per manufactures recommendations. 12. Site engineering and liability shall be provided by the owner/builder as required. 13. Connect beams & headers over 6 ft., to trimmers with appropriate connectors/hangers. 14. Contractor shall assure that footings are properly drained and that soil is dry and that footings rest on undisturbed native soil 30" below finished grade and that building horizontal clearance from footings to ascending slopes be a minimum of 25 feet. 15. The contractor shall conform with all building codes and practices as per the 97 UBC. 16. Use balloon framing method when connecting floors in split level designs. 17. Nail all braced walls to floor joist using 2: 16d 16" O.C. Add additional floor joist as regd. 18. Use double floor joist for Cant. Shear wall sections under window or door trimmers. 19. Provide joist and rafter hangers as per manufacturers specifications. 20. Foundation steps shall not exceed 4 feet or /2 the horizontal distance between steps. Horz. rebar shall be 12" O.C. through step downs and extend 48" either side of step 21.If garage return walls are less than 32" wide then extend headers across return walls with 2 king studs on either end extending from the top of the header to the bottom plate. 23. Use a minimum of 2 -9 LVLs for all headers carrying girder loads. 24. Allow foundation 14 days to cure prior to backfill 25. Use 1 1/8" wide timberstrand or equiv. for all rim joist 26. Provide solid blocking through structure down to footing for all load paths. Plan: REES -4-4284 Date: 23 JULY 2002 Location: LEGACY TOWNHOMES, REXBURG IDAHO Wind Loading Calculations Side Exp. Projected Area Method Wind Design Coefficients Ce Factor P= Ce *Cq *q *I Height Exp. D Exp. C P= Design Pressure zero to 15 1.39 1.06 Ce= Combined Height, eposure, gust factor 20 1.45 1.13 Cq= Pressure Coefficient 25 1.5 1.19 q =Wind Stagnation 30 1.54 1.23 I= Importance Factor q factor Wind (mph) q (psf) qs (80) = I =1.0 Exposure Wind Speed = 80 Roof Slope = Roof Angle (deg)= 22.62 Cq= 1.3 P(psf) = Ce *Cq *qs *I 15 + ft. 0 -15 ft. Horizontal Force Roof Uplift P(psf)= Total Uplift (Ibs)= Uplift (plf)= Roof Diaphragm Shear Total Shear (Ibs) Front Wall Length Back Wall Length Critical Wall Length (ft)= Front Wall Dead Load (plf)= Front Wall Critical Length (ft)= Back Wall Dead Load (plf)= Back Wall Critical Length (ft)= Calculate Uplift , Force Req'd Panel Length (ft) Front Back 1 Shear Wall Loads (plf) Total Front= Total Back = 70 80 90 100 12.6 16.4 20.8 25.6 16.4 1 Section Height (ft) Roof Height 5.83 C Wall Height 14 Truss Span 28 24.09 22.60 Item Roof Walls 7.69 16368 79 12794 39 64 267747 0 346804 0 164 100 5 /12 Width 28 28 to Prevent OT (tbs) 2 3 - 266684 - 400518 - 346126 - 519488 Sine = 0.3846 Height 5.8 14 4 - 534352 - 692851 Wind Load Force (lbs) 24.09 3935 22.60 8859 Total 12794 6 - 802020 -1039577 Exp. B 0.62 0.67 0.72 0.76 110 31 Ce 1.13 1.06 8 10 12 - 1069688 - 1337357 - 1605025 - 1386302 - 1733027 - 2079753 Plan: REES - 4.4284 Date: 23 JULY 2002 Location: LEGACY TOWNHOMES, REXBURG IDAHO Wind Loading Calculations Front Exp Projected Area Method Wind Design Coefficients Ce Factor P= Ce *Cq *q *I Height Exp. D Exp. C Exp. B P= Design Pressure zero to 15 1.39 1.06 0.62 Ce= Combined Height, eposure, gust factor 20 1.45 1.13 0.67 Cq= Pressure Coefficient 25 1.5 1.19 0.72 q =Wind Stagnation 30 1.54 1.23 0.76 I= Importance Factor q factor Wind (mph) q (psf) qs (80) = 1= 1.0 Exposure c Wind Speed = Roof Slope = Roof Angle (deg)= Cq= P(psf) = Ce *Cq *qs *I 15 +ft. 0 -15 ft. Horizontal Force Roof Uplift P(psf)= Total Uplift (Ibs)= Uplift (plf)= Roof Diaphragm Shear Total Shear (Ibs) Left Wall Length Right Wall Length Critical Wall Length (ft)= Left Wall Dead Load (plf)= Left Wall Critical Length (ft)= Right Wall Dead Load (plf)= Right Wall Critical Length (ft)= Calculate Uplift , Force Req'd Panel Length (ft) Left Right Shear Wall Loads (pif) Total Left= Total Right = 70 12.6 16.4 1 80 22.62 Sine = 0.3846 1.3 24.09 22.60 Item Roof Walls 7.69 16368 79 34726 56 56 271102 0 298573 0 5 /12 Width 76 76 to Prevent OT (Ibs) 2 3 - 269163 - 404675 - 296634 - 445881 310 310 80 90 100 110 16.4 20.8 25.6 31 Section Height (ft) co Roof Height 5.83 1.13 Wall Height 14 1.06 Height 5.8 14 Wind Load Force (Ibs) 24.09 10681 22.60 24046 Total 34726 4 6 8 10 12 - 540187 - 811210 - 1082234 - 1353257 - 1624281 - 595129 - 893623 - 1192117 - 1490612 - 1789106 ( 10 1 7 r 7 h 19X28' + 5' porch + 19' carport two or three "OOr's unit_, Scci[e 3x EI - 7E Lf GAvCY - — TVWNIIOMEs�� 88 [311PC JE [ 1R ' Approval of These Plans By The OW of Rexburg D Not rti The 04 zie F.4 ng Inspector 1 ❑T('11- A665A66 1J5 AC / 50.094 SE TOTAL UNITS 18 I H 1 AI - 181ll 11186 1 [7111 PR INT 10,944 Sr (0 251 AC) TOTAL I_ I\ /1NG SPACE: 1T,082 SC PARKING REQI.JIREIi 36 STALLS PARKING PROVIDED 43 (16 covered) 10T6I_ HARD SURFACE 15896 sf (3 431 AC) 111'1=6 SPACE RED. 30' (0,345 AC) [WEN SPACE PRC_1VIDED 40A% (0 /165 AC) IFARI.I1\1G STALE. INF_0RMAIILIN CIIVERE D 9.5' ><19' UNCOVERED 9'x18' /W LIVER HANG STORM WATER INFORMATION RETAIN 10 YEAR 24 HOUR STORM REXBURG INTENSITY- DURATION - FREQUENCY CURVE SITE AREA = 50.094 SF -I- 1/2 0090 = 63,446 SF 1= 0.074 INCHES / HOUR VOL = 0.11(IN /HOUR) /12 * 24 HOURS ' 63446 SF 9,390 CF PROVIDED = 9,485 CF ASSUME 00 INFILTRATION OR FROZEN GROUND APPROVE BUILDING INSPEC single Family residential / LOPE,