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HomeMy WebLinkAboutCO & DOCS - 02-00040 - Vallinda ApartmentsOccupancy: K Full C.O. Issued by: t2/;- Building Official Water Depa C lly o/ 2exIlir STATE OF IDAHO CERTIFICATE OF OCCUPANCY Community Development Department of Building Inspection Building Permit No: R- o2 -o7 -14 Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1 997 X 11'1'5 Ong Two �uw� i l Dc.�cl l; to 4 Code. Site address: 611, 613, 615 Valinda Dr. Use and occupancy: Apartments Type of construction: Wood Frame Design occupant load: Residential Units Sprinkler System required: ❑ Yes ❑ No Name and address of owner: IAD Construction /Foster Const. & Dev. 294 E Magellan Ln. Elk Ridge, Ut. 84651 Special conditions: This Certificate, issued pursuant to the requirements of Section log of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. ❑ Partial ❑ Temporary Date: //nay 20 —200 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 Offs : + as eviewed and approved said future changes. Fire Department State of Idaho E ectrical Depart thent - (208 - 356-4830) ❑ Merlin Webster P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 PHONE (208) 359 -3020 FAX (208) 359 -3022 E -MAIL cityhall @ci.rexburg.id.us , IMILAZIL1111111 VALUE FEE PAID BUILDING INSPECTOR DEPARTMENT OF BUILDING & ZONING DATE WHITE - Owner's Copy CANARY- Building Department's Copy PINK- Assessor's Copy GOLDENROD- Inspector BUILDING PERMIT APPLICATION REXBURG, ID DATE 4 Z."0 THE UNDERSIGNED HEREBY APPUES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. JOB ADDRESS VA, 40 A BUILDER � Ox.ax^ ,; "* .,+ '" V* ARCHITECT STRUCTURE: NEW Q REMODEL 0 ADDITION OWNER ONCRETE p MASONRY ❑ OTHER COMM. Q EDUCATIONAL 0 GOVT Q RELIGIOUS Q FENCE p PATIO BASEMENT O PARTIAL O FULL FLOORS IttWOOD IdJ'ONCR O OTHER � EXT. WALLS WOOD RY 4 CONCRETE VENEER METAL I*.STUCCO Q CARPORT INT. WALLS ROOF O WOOD O WOOD 0 MASONRY DRYWALL ❑ CONCRETE 0 PLASTER RYWALL 0 TILE PLASTER 0 ACOUSTIC O TILE 0 OPEN O BUILT UP. O WOOD SH. COMP. SH. TILE Q ROLL ROOF. Q METAL 0 COAL 0 FIREPLACE 0 ELECTRIC RESIDENCE TINGS FOUNDATION ,CONCRETE O MASONRY 0 OTHER This permit is issued subject to the regulations contained in the Uniform BLl :ling Code anckiZoning Regulations of Rexburg, and it is by .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. RE 0 REPAIR i NO. P'HONE'D O Ik t + +K,x ° tom' 1 G�.. DESIGNER } Y� ,4 C 0 0 RENEWAL z 0 FIRE bAMAGE RAGE Q AWNING INSULATED ALLS FILING OORS ERIMETER Date of Application 4 Z." d 2 OWNER Name /S c c7 i■SkToc.# t O 4 fbsicr Cc,r g 4- . c,Y, Site Address .G i 0 6 0 S c'a :J t#' ` VC S` \ . Mailing Address « 4 Ea s -(' tkn e- 11 G-u■ City/State/Zip e.. U1-0.1 �S4 fc 5 Telephone/Fax/Mobile Oi . $ Co - j b 'Z CONTRACTOR Name Subdivision Circle One Circle One Circle One Will there be an apartment? I ota Estimated Cost Pe - Nc4.e ® luja i b1/41. Code Zone Signature of Inspector Building Type APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO OI 0k bCc Mailing Address a- l Eo'.. r .e it r ..C.1‘.0 City/State/Zip Telephone/Fax/Mobile PROJECT INFORMATION . t e�►is�u � sr Property Zone: ees derAiciQ s existing use compatible with zoning, (screening parking, etc) 'CS v &' ; e. c. S` s uv� 3 4 C eyouina DEPARTMENT APPROVAL When was this building last occupied lv 'Architect/ (Je�i�ng b� Mc..rrL .5 ve..s� Architect/ Engineer Firm be11.1.e. µc Plan Name Number of Stories Commeerrccial 4 t - �jc Edu Tonal Government Remodel Other 3 S. P Addition/Remodel to House Finished / Unfinished Lot Square Footage i54 Ci)( 3g�r� "= IGt,3'I4 Pi Lot Width ] 5y -�' P I tY: > i, ► S: VI Square Fee Feet -Alit Garage Square Feet What will structure be used for: Lot t Home Home Business r Apartm Building Permit Fees Permit No. jc 7 42.3- 2.02. k1 \Ac -_ 1 -}-eiA C-O p J �l 2-. Height of Building 2 Signature of Applicant - e C P r0� c : -* kk. GL- - , 01 e r # # ## # # # ## # ## ### 2.317."11 )) I 3 eh/ -.269 -3 &35 (19? O \ ' 4 s CcA'NSicr%-+c\ -t t" ► . td .ee,k- SQrvtLes S.%trc- +.wlroctc �oL.o 5:ibS , New Commercial Commercial Remodel Other: None/ Patio/ Carport/ Awning N/A 1795 - 3 1='ieX �3t °cv.. 1 Block l� icr. razes All w.*0 Commercial Other -Pt y units 3 if I D ( 3 Pk)/ { S L i 9 Plan Check Fees _� ( I , 2 . L 062 Plumbing Permit Fees 2 4 o , 3a. Digging Permit Fees or( Of R BV Water & Sewer Fees TOTAL $ Issued by Rough Plumbing .t Septic Tank Fixtures Water Piping Complete Sewer 9 Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks KitchenSirtks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach, Clothes Washer �l Name. Address Lot Bik. PLUMBER Namea:� 1 CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT Tel: WO `� { ' €at` . ! 1 "[ Z ; Add. s 2.55 t "i C.r ;.^ Address � 4 �? "" �; so) It d1 Tel.( f )3$tr.- - ra NATURE OF INSTALLATION Use "Mat C "4 ie • . DESCRIPTION OF WORK Plumbing Permit Sewer Inspection Inspection of Pipe Inspection of Fixtures Rough Plumbing Sewer Other Finish Plumbing FEES ".."r' , 6. j INSPECTOR'S RECORD Received: Date INSP.. NAME Excavation & 7 A - thwork: Concrete: Masonry: • C K 3 56 — u - 19 v.-A\ E vt - N4e-c - Wts (aos) 1 45 8Sk3 ■3L 37 Ca.02D) 5 1 - a. ick0,1Ao a.os) S - 3sri ' 3s(; Roofing: ,S:6• R.oc+i(N3 Insulation: t3c23 -_r_r\sukozk Drywall (o001 a Painting: S Floor Coverings: Plumbing: Skt, Heating: k)(6) Electrical: Roof Trusses: 41 — At • z� • - 3 6-- q r' • • • ( 24)8 ) -356 P.-e. 6 Ave zA z�a 3stf ex , re 111. • ilk a • - a. • / Ceiling Joists: Sidina/Eaterior Trim: SUBCONTRACTOR LIST SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) 0 Glenn Walker made a motion to accept the site plan with the following conditions: 1) Street Lighting by the entrances 2) Wall Pack lighting from the buildings directed to the parking areas 3) Fire Hydrants approved the Fire Department 4) St7ff Departmental approvals Steve McGary seconded the motion, Ted Whyte abstained, all voted aye, none opposed. The motion carried. Vallinda Townhouses - Third Amended Plat Approval Mountain River Engineering Larry Hudson - 1020 East Lincoln - Discussed the plat on the overhead screen and the changes made to this request after the property was resold. The latest amendment to the plat is for three 4 plexes and one 3 plex. They plan to have a shared parking and access agreement in the subdivision. Winston Dyer - This matter has been before you once before as a Site Plan. This review is to properly identify the property division with the Plat process. The property must be platted first before a Site Plan can be reviewed. Kurt Hibbert - Staff has reviewed the Plat and has concerns with lot 11. Winston Dyer - Discussion on the minimum size of a lot for a four plex. This is an MDR zone.- The lot size must be 4500 Square feet for the first unit and 1500 square feet for additional units, unless they are put in excess of 16 units on a gross acre. The minimum acreage for a four plex is .21 acres. The total acreage is 1.2 acres. Staff recommend moving the West lot line on lot 11 to get the necessary acreage. The Fire Department approved the hammer head street ending with red paint on the curb for a fire lane. Ted Whyte made a motion to approve the Plat plan with conditions: 1) Move the West lot line on lot 11 to create the minimum 21 acres necessary for a four plex. DaVawn Beattie Seconded the motion, Discussion, all voted aye, none opposed. The motion carried. Letter was discussed that was for the Rick Wadholm site plan previously approved by City Council. • Discussion of proposed amendments to the Zoning Ordinance Winston Dyer - Requested a recommendation from the Commission to present to City Council. Glenn Walker made a motion to table this item until August 1, 2002 when the Commission can review the Ordinance. DaVawn Beattie seconded the motion, all voted aye, none opposed, The motion carried. 1 1 Chairman: - Members: P.F.C. P & Z Administrator City Attorney City Clerk Approval of the Minutes: REXBURG PLANNING & ZONING July 18, 2002 7 :00 p.m. Winston Dyer Robert Schwartz - Excused Ted Whyte DaVawn Beattie Glenn Walker Mike Ricks Steve McGary Doug Smith - Excused Jerry Hastings Mary Haley Jacob Fullmer - Excused John Millar Kurt Hibbert Stephen Zollinger Blair D. Kay Winston Dyer welcomed Council Member Shawn Larsen and new P &Z Commission member Mary Haley to the meeting. The minutes of July 10, 2002 were reviewed and the Conditional Use Permit at 355.5 W. r S. for Dowanna Cox was discussed. Winston Dyer discussed the Commissions approval of the Site Plan without addressing the Conditional Use Permit. The applicant intends to house 16 individuals in three units. The discussion from the Commission Members indicated their concerns on the site plan. The applicant had worked with City Staff to resolve other issues. No further action was requested by the Commission. Stephen Zollinger - Reviewed the Commissions desire to clarify the application. There was some confusion on the application's intent. The discussion shifted to Site Plan issues. DaVawn Beattie made a motion to approve the minutes of July 10, 2002. Mike Ricks seconded the motion, Winston Dyer abstained, all voted aye, none opposed. The motion carried. Noncontroversial Items added to the agenda DaVawn Beattie - Discussed sidewalk locations and safety issues with curb side locations. 1 Larry: Kurt Hibbert, P&Z Administrator STATE OF IDAHO To: Larry Hudson, Mtn. River Engineering FAX: 524 -6181 From: Kurt Hibbert, P&Z Administrator Date: July 8, 2002 Subject: Vallinda Apartments 2 ex h'aa4 Could you please get a hold of Chris Huskinson (359 -3011, cell 716 -1313) and address his concerns as to the Fire Protection Issues surrounding this project. I would like to have his green Tight going into Planning and Zoning Meeting this week. Please have Chris call me when you have met and worked these issues out. P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @srv.net MEMO: TO: FROM: DATE: RE: TO WHOM IT MAY CONCERN CHRIS HUSKINSON, FIRE MARSHAL 3r/- 3 0 i 1 July 5, 2002 Crl I - 716 - 13 i2 VALLINDA APARTMENTS TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. No vicinity map provided. 2. Drawing not to scale, impossible to determine accurate measurements with information provided. 3. Existing hydrant estimated too far away to be utilized for project. Based on the site plan at least one new hydrant capable of providing 1750 GPM/2 hours is required. 4. Accessibility may be compromised depending upon length and width of roadways. Unknown with drawing provided. 5. Accessible areas adjacent to buildings need to be posted with "No Parking Fire Lane" and have the curbs painted red and maintained. If there are any questions please feel free to contact me. Chris Huskinson Fire Marshal Date /Time: Jul. 8. 2002 7:28AM File No. Mode Transmission Result RePort(MemorYTX) ( Jul. 8. 2002 7:29AM ) Destination 4840 MemorY TX 95246181 P. 2 OK Reason for error E .1) Hans uP or line fail E .3) No answer SATE OF IDAHO To: Larry Hudson, Mrs River Engineering Finn Kurt Hfhbert PAZ Administrator / /e/t Date: July 8, 2002 4/ Subject: ValRada ApaMrents tarry: Could you please get a hold of Chris Mddnson (359-3011, cell 716 -1313) and address his commas as to the lire PrMacCon Issues sunnuding this projad I would Ike to have his gm en light going kW Planning and Zoning Heeling this week. Please have Chris oar me when you have met and worked these issues ed. Kurt !fibbed, PAZ Adnlnkbator City o f .Rexitury Pg (s) Resu l t E .2) Busy E .4) No facsimile connection FAX: 524 -6181 12 Rrta Cerar saes Radom, Ida1, 63440 Pbne 120611541020 Fu (206) 3541022 antAIWWAIEW 1 ) 2) P. 1 Page Not Sent MEMO: TO: FROM: DATE: RE: TO WHOM IT MAY CONCERN CHRIS HUSKINSON, FIRE MARSHAL July 8, 2002 VALLINDA APARTMENTS TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. Accessible areas adjacent to buildings need to be posted with "No Parking Fire Lane" and have the curbs painted red and maintained. If there are any questions please feel free to contact me. Chris Huskinson Fire Marshal 11 April 2002 Mark Stevenson Custom Designs 401 West Highway 198 Salem, Utah 84653 Dear Mark, After reviewing your plans for the Valinda Townhouses I have a few questions listed below that need to be answered before we can issue the permit. Any help you can give in resolving these questions would be greatly appreciated and will speed the process. / The property needs to go through the process to get replatted due to the change from apartments to townhouses. 4 . On sheet A -10 for the three -plex foundation plan there is a callout for HPAHD22 hold downs, on the foundation plan (A -2) for the four -plex these are not shown. Are these hold -downs required on this foundation too? /3. I would like to see the Plumbing plan to see how the upstairs plumbing gets to the drain line on the bottom floor. Also the plumbing for the kitchen sink Plastic pipe cannot be put in a rated wall unless it is of metal that will not diminish the rating of the wall. 4. I would also like to see the duct layout on how the upstairs will be heated. Nine and ' /2' TJI's will only allow a 6 ' /4" hole for ducting or show a drop for a chase. / The plans show the upstairs floor joists length wise the unit. In the floor plan there is no load bearing supporting these joists in the doorway between the kitchen and the living room from the bearing wall to the party wall. This would make the span for these joists approximately 32'. I would like to see a detail on how to support these floor joists. Vg. The separation wall detail (A -8) shows double joists between the upper and lower walls. On the Floor Framing detail (A -7) it calls for these joists to be 9;014A-- under the separation walls. Which of these is correct? On sheets A2 and Al0 the plan calls for 8" foundation walls. On the detail and in the specifications it calls for 6" walls. This foundation needs to be 8" thick to support the brick and the 2X6 stud wall. )) foundation can be used with a 2X wall floor to ceiling. 8. In the specifications under Structural Notes & Assumed Design Criteria the last item under Shear Wall Schedule there is a statement "Use Simpson LSTA36 @ 48 "o.c." Does this mean that these straps will be every 48" around the exterior of the building or only at shear panels? Sincerely' Jon Berry Building Inspector Plan Reviewer STATE OF IDAHO, ) County of Madison ) SS. City of Rexburg ) Present were the following: lx 3 7 Mayor: Bruce Sutherland Council Members: Kay Beck Paul Puipnire Nyle Fullmer Donna Benticld Glen Pond Marsha Bjonm City Clerk: Marilyn Hansen PFC: John Millar City Attorney: Stephen Zollinger Finance Officer Richard Horner, excused Pledge to the flag. MINUTES OF THE CITY COUNCIL January 2, 2002 7 :30 P.M. Approval of Minutes Marsha made a motion to approve the minutes of December 19, 2001, seconded by Nylc. All voted aye, none opposed. Third Reading of Ordinance Modifying Zoning Ordinance Mayor Sutherland read the proposed ordinance modifying the zoning ordinance. Nyle made a motion to approve the ordinance which will modify the coning ordinance. Motion was seconded by Donna. Voting as follows: Nyle Aye Kay Aye Glen Aye MarshaAye Donna Aye Paul Ayc Mayor Sutherland thanked Kay Beck for all his tireless ellorts as City Council Member to the City of Rexburg over the past years and presented Kay with a plaque and his picture which had been hanging in City Hall. Kay al:,o expressed his appreciation to the Mayor, City Council, to all the City employees and the media. Marsha expressed her appreciatior. to Kay for the fact that they could always trust him in his work. 1 Approval of the bills Marsha tnade a motion to approve the bills, which motion was seconded by Paul. All voted aye, none opposed. Oath of Office to newly elected public officials Stephen gave the Oath of Office to the newly elected public officials, Paul Pugmirc, Nylc. Fullmer, and Shawn Larsen. The officials signed the Oath of Office which was sealed by the City Clerk. Appointment of appointed Public Officials and Department Heads The Mayor presented the following names for appointments as follows: Marilyn Wasden as City Clerk Richard Homer as Treasures and Financial Officer Stephen ?.ollinger as City Attorney John Millar as Public Work; Director Lynn Archibald as Chief of Police Jack tlowman as Recreation Director Spence Larsen as Emergent y Services Chief Nyle made a motion to approve, the se named as mentioned to the appointed positions_ Donna seconded Valinda Subdivision Final Plat Approval John Millar presented a slide showf.ng the final p explanation. This is a private lane and will • sidewalks. Paul rnadc a motion to approve the final plat of the Valinda Subdivision, seconded by Marsha. All voted aye, none opposed. Preliminary Plat Approval for Platinum Development John presented and explained a slide showing the preliminary plat for Platinum Development, a proposed subdivision_ There is an existing water line which will service this area, thc various departments have reviewed the p1aa_ and found no problems. The Police Department made the comment that the further out we annex thc more difficult it is to police without additional officers. Discussion of greenway, .Access to the development which would be through 7 North, the first phase is believed to be thc northwest quarter_ Glen made a motion to accept the preliminary plat as proposed, seconded by Paul. All voted aye, none opposed. Update on Projects John reported on the Idaho Housing Study. The associates or Idaho Housing arc hoping to be available next 'Friday to meet with the Mayor and will start the study immediately thereafter. 2 for the Valinda Subdivision and gave a served by the City. Discussion concerning On the cross connection ordinance to protect the drinking water there arc approximately 50 people who have not complied with the ordinance and John was seeking advice from the Council as to means of compliance. Discussion. Donna suggested one more letter be sent then if it is viable have Stephen review the option of having the City install this cross connection with the charge being added to the resident's water hill. There are instances where resident; leave for the winter, requiring the water and sprinkler systems to be turned off in the fall and back on in the spring which sometimes entails actually removing and replacing the water incter. This service has never been charged for. Not only arc the meters removed hut there is no charge for water during that time. it is the recommendation that there be some charge for this service and the Council consider the base fee for water continue through thc winter. The City has to provide the facilities whether they are used or not. Discussion. Paul suggested the City no longer provide that service. Discussion concerning the removal and installation of thc water meters and giving a period of time before discontinuing the service. The csross connection is already in ordinance form so this matter would fall under that ordinance. Marsha suggested John draft a pokey for review to discontinue the service and return for discussion. Marsha discussed the boat parked at Targhee Pawn and difficulty with the clear site distance. John will review this situation and work on having it cleared up. Committce Report Donna discussed the winners of the awards to he presented at the Farther Merchant Banquet to be held January 31. Paul made a motion to adjourn , seconded by Donna. All voted aye, none opposed. Marilyn Wasden. City Clerk • Bruce Sutherland. Mayor 3 MEMO: TO: FROM: DATE: RE: TO WHOM IT MAY CONCERN CHRIS HUSKINSON, FIRE MARSHAL 35 - 9 - 3 d i 1 July 5, 2002 crl l "7/6 VALLINDA APARTMENTS TO WHOM IT MAY CONCERN: Upon review of the site plan drawings submitted the following items need to be addressed: 1. No vicinity map provided. 2. Drawing not to scale, impossible to determine accurate measurements with information provided. 3. Existing hydrant estimated too far away to be utilized for project. Based on the site plan at least one new hydrant capable of providing 1750 GPM/2 hours is required. 4. Accessibility may be compromised depending upon length and width of roadways. Unknown with drawing provided. 5. Accessible areas adjacent to buildings need to be posted with "No Parking Fire Lane" and have the curbs painted red and maintained. If there are any questions please feel free to contact me. Chris Huskinson Fire Marshal LEGEND FOUND IRON ROD O EXISTING MANHOLE fY EXISTING POWER POLE ® EXISTING WATER VALVE EXISTING SEWERLINE EXISTING WATER LINE — x — EXIS TIN0 FENCE LINE — OP — EXISTING OVERHEAD POWER LINE • EXISTING TELEPHONE BOX EXISTING POWER BOX EXISTING FIRE HYDRANT EXISTING LIGHT POLE CLEAN OUr LANDSCAPE AREA FINISH GRADE DIRECTION OF DRAINAGE SNOW REMOVAL AREA • LS TOTAL SITE = 53225.25 SO.FT. (100%,) AREA IN PAVEMENT, CURB, GUTTER & WALKS= 23,106 SO.FT. (44x) AREA IN LANDSCAPE= 20,681 SOFT (39%) TOTAL 19 APARTMENT UNITS= 9,240 SQ.FT (179) PARKING REQUIRED 2 SPACES PER APT UNIT =38 SPACES (40 PROVIDED) SNOW STORAGE AREA =5706 SOFT. (11X) ll r) L5 LAND USE LEGEND e x x ? 7 51 - ) ( StiL)Q) L5 ali• MEW CR NV STORY 4 -PLEX (LOWER FLOOR - 56.90) 68' L5 rstl STORY 4 -PLEX (LONER FLOOR-59.30) 68' L5 LS FlN. GRAPE CCWC. WALK 11.11= F--; ur_III! =1;1. =111 L O VIII „ NORTH 1.5' A71 111A1111 IIIIIII 1111511 CURB WJWALK N. TS ` 6” OF 3/4" GRAVEL ALL NEW CURB SHALL BE POURED AS FLAT CURB ROAD BASE . SECTION \ SCALE: 1"= 20' 257.00 — x CITY OF IDAHO FALLS STD. CONC. CURB 2" ASPHALT PAVEMENT 0 1 L5 TWO STORY 4 -PLEX (LONER FLOOR - 57.50) 68' 68' SOUTH 412.50' L5 OP SCORE SAWCUT LINE 2" DEEP CONTINUOUS CONTROL JOINT 0 6" FROM FACE OF CURB ALONG LENGTH OF WALK FINISH GRADE • it MEW OP BAR CONT. L5 ALL NEW CURB SHALL BE POURED AS FLAT CURB . SECTION 0 N. T. S. IX ANN. —0- z eG NOTE: ALL IRRIGATION GATES TO DITCHES ro NEST TO BE ABANDONED OP =it= SECTION N. TS. 1.5' IP 6" 4' UNLESS OTHERWSE NOTED CONC. WALK 4 THICK LI►IEi111S ur_2��= 111 = III - 1111 = 1111 = 1111 11H= I \IS COMPACTED SUB -GRADE NOTE. ALL WALKS & DOOR STOOPS IN FRONT OF BUILDINGS TO BE BY BUILDING CONTRACTOR NOR NT/1E NO PARKING ADJACENT TO CURB REMOVE & REPLACE CURB AS IN FRONT OF BLDG. ENTIRE LENGTH REQUIRED. REPLACE PAVEMENT OF CURB TO BE PAINTED RED AND FOLLOWNG INSTALLATION of PAVEMENT MARKED NO PARKING STORM DRAIN. (FIRE LANE) L _A �z — ' -x - - _ 0P CITY OF IDAHO FALLS STD. CONC. CURB r 2 ASPHALT PAVEMENT o f 6' OF 3/4' CRAWL ROAD BASE OVER COMPACTED SUBCRADE 15 UNSTABLE MA7ERUL ME CONTRACTOR SHALL UNDERCUT MINIMUM 20' & REPLACE WIT COMPACTED PIT RUN OP NORTH 155.50' VALLINDA LN l ( I l II Alt TA L X - -X TWO STORY 3 -PLEx (LOWER FLOOR-59.30) OP 58' OP L5 SITE SITE CONTRACTOR SHALL LOCATE ALL EXIST. SERVICES P98)? TO CONSTRUCTING BUILDING PAD. OP OP Revision 0 NOTE ROADWAY, CURB & GUTTER TO BE CONSTRUCTED BY CITY L.I.D. 150 L.F. OF FRONTAGE TO BE PAID BY DEVELOPER TO CITY OF REXBURG THROUGH LID. ASSESSMENT SITE PLAN FOR VALLINDA APARTMENTS CITY OF REXBURG MADISON COUNTY, IDAHO APPROVED BY DA TE: (QTY OF REXBURG) The sits plan has to go thru several people fire, sewer and water and parking etc. to be approved. As of now for my part there is not enough parking for the additional building. Each unit requires 2 spaces and with 23 units equals 46 spaces with only 25% being compact. There are only 34 actual spaces. The drawing has to go thru the other sections before we can give a complete approval. Thanks Jon Berry Plan Review/Building Inspector Monica Johnson wrote: ATTACHED IS THE REVISED SITE PLAN AND THE TITLE SHEET DWG FILES ALL THAT WAS CHANGED ON THE SITE PLAN WAS THE STREET NAMES WERE ADDED. MOUNTAIN RIVER ENG. MONICA Name: 6122SI'1'E.dwg 6122 SITE. dwg Type: image /vnd.dwg Encoding: base64 Name: 6122TITLE.dwg 6122TITLE.dwg Type: image /vnd.dwg Encoding: base64 file: / //Untitled 1 of 1 6/27/2002 11:33 AM P1 SOS -AO- 11111.51143 IC 4 FaR-PLEX 5, X PAWING LOT PEA 4758.4 Se Ft. f I I 1 ! �t4.9 -- RNI 5 O' X 6s' pARrTP INPORVFIiNT 1 ST SIDEWALK. 126 Ln Ft GURB &GUTTER, 642 Ln. Ft PARKING 8,786.8 Sq. Ft ASPHALT 38 Parking sconces ROADWAY. 8,244 Sq. Ft ASPHALT ROAD BASE 8,313.4 Cu Ft 316 Cu. Yd 4-PLEX 1,904 Sq. Ft Each 3 -PLEX 1424 Sq. Ft Each SNN 2 Each SEWER LINE. 222 Ln Ft WATER LINE 222 Ln, Ft. IRRIGATION LINE. 490 Ln. Ft 386,0' NORTH CO MO Ia 3 ar VALINDA APARTMENTS 6. THEE -PL.EX S X 7Y 386.0' SOUTH VALOm1 LAIC PRIVATI ROAD Foste con idjon mono VALINDA APARTMENTS 610 -680 SOUTH VILINDA LANE -�' REXBURG, IDAHO 1 N A , PALL (TYPICAL ALL LOT41 1003T010 NTH: SWAIM TI -P EX 8p- SITE PLAN 2 GRAPHIC SCALE ( R P ) YHA 75 8. 1 TION PIPE Y DRAM 8Y: COM CHECKED BY: SCALE: 1' _ 50' OATS • • • t CERTIFICATE NO. 0709 /450T //.50 1 22.00 I 287.00 j 22.00H m th C ` 1 a I - n •. n 0 2 On 1/4N 0 o o o 3 8.50 9 pF ‘ .e �`�. 6F4T J ON M� � �;' E4 ". Parcel Numberfs) Date - - - - -- - ZANOSCgp4+YS- NCO- -- - -- MMOn'/ -- b� - 1 H - - 0 j 3 ZOO •--. I 3 l^ 1i ��00 t 1 n n A I la `A) _ Z 1 114 UNIT l� UN /T ' 1/1$1/T I UNIT lu 1 1 o „41 11 A 10 9 8 , ° ; t3 4A 8 8 0 8 LS u p r 3 0 i WA/ON) 8 ~ ? . J. /7.00 /7.00 .. 1 ` LS ) L S LS ) t O N } 4' WALK (COMMON) LANDSCAPING (COMMON) b I 44 a (COMMON AREA) 3 I:1 1 I 6 i I 0 � , r8.00 " - 23.00 f o � H I J6 a ri w i 3 1 I $ o • - I N (COMMON O RI 1 8 MMON 7C7 //.50 //50 i 30.50 72.00 1 f SOUTH VA L L /NDA (PRIVATE /3¢ 00 PLANNING AND ZONING APPROVAL The accompanying townhouse plat was reviewed and approved by the Planning and Zoning Commission of the County of Madison, Idaho, this day of , 2002. 74.00 20.00 /9.12,0 } LANE DRIVE) II 94.00 LANDSCAPING (COMMON) 4' WALK (COMMON) /900 • 77 /712,0 /9.00 i r t UNIT UNIT UNIT UN /T T 6 ° 5 4 o m N O 0 y I O O 1 ----/9.00----- - - -- /7.012- - -- -- -- /2.00- ----•/9.00--' 550 i _72 Q - --- - - - - ~; - - - - -- 0 3 2 Planning and Zoning Administrator Aden Dalton ACKNOWLEDGMENT STA TE OF County of On this day of , 2002 before me the undersigned, a Notary Public in and for said State, personally appeared Arlen Dalton, known or identified to me to be the person subscribed to the attached Owner's Dedication and acknowledged to me that he executed the same. IN WITNESS WHEREOF: l have set my hand and affixed my official seal the day and year first above written. Notary Public for the State of Residing at Commission Expiration Date: cr F/RSl 11 /l/1E /1 /r1 =!? or - '1T Or` %1/_/ / /VOA 7 /H0t a 0 28.50 /6.00 30.50 412.50 P4 P/oN/, 23.00 //,° • //.50 $ 28.50 0 10 20 NORTH (COMMON AREA) /27.00 155.50 / /S. 50 ( COMMON) 4' WALK (COMMON) SCALE: 1 P /8.00 97.53 0 i LANDSCAPING 4 = g 5..50 2/.33 /9.34 2/. 33 a r- 2 o UN /T W UNIT UN /T (C O MA/049 U ` 3 2 1 O • 2 o o 0 I 2/.33 19.34 .---- � 1 o_ Ce.- 2.QQ o I • O L .4,10,,,..4„/4,6. OMMDA'/ 1 (C 8 C 87 00 SCALE IN U.S FEET ,t/O.P >y Y 0 M - �� -. lin , 1 -I � 25.00 y 1 e ( ,l C ' k ;yi y \ o �l 4 N NI i 1.-11 A IA FOURTH WEST ST. - 6/22 t0 0 EXAMINING SURVEYOR'S CERTIFICATE I hereby certify that l have examined this plat and find it to be correct and acceptable as required in Section 50.1305 of the Idaho Code. Oate: cn i91) I ry0 _ I ZO.LY7 U1 A ,20. LANDSCAPING Madison County Surveyor PUN 8252 //8.00 (CO,H 4' WALK L5 (COMMON) L5 LS LS LS /700 /700 /9.00 } • ------- -- -- - ------- - --- ° h} 4' ry r D UNIT kI UNIT ' UAW Y� UN /T 15 g 14 $ 13 g 12 0 ° a O ; r 't r a � - 2 1 + • J9. T00 ----- -- / 7. 200 - - °• -- - /9.00 y t v 72.00 $ kl LANDSCAPING (COMMON) o v I Ul � f f L S i 4 WALK M ` _...2'i 0 L S LS f ( LJS -, /900 } • /700 t /9.D0 I - A A c ; w 0 k 4) H A UN /T A UNIT t (Mir A UNIT p 19 8 f8 p f7 g f6 p 7 i l -/9 DO - - - -. - - 44N OSCAP /N6 , 92.00 (COMMONI I t//.50 //.50 22.00 1 59.00 -- } e001 -- '01 ( COMMO N/ NORTH n 3 LS (COMMON) z 2 m 6 a (COMMON AREA) a I 31, - 1 ' 0 Z kJ o -...- .- /8.00 23. �0 I �� I f 4) 22.G 0 Y� -a{ m ` 434 r 1 Tn I A_ 1 LL ,. r v n -. a 2 x N ty t UNIT UN /T t UNIT Rl w i oy T 6 0 5 o I b> o 0 I Ti .2 2m o OI 3 0 p - _ ........ - o • • - t - --t 2 � ? - - - - - - - - - -- 12 1 I 1 io LA /NG o - 0 1 26.00 I //.50 / /.5 1 30.50 �. R t SOUTH 0 0 ro p H c N I a 2L0 a r- /9.Lb - - -- 2 n I s r t 1 m I A n ul UNIT 8 n g °�° r % 0 3 D. 0 2 o L� 2 . i/9.00 • /7.00 • • /7.00 . • -- /9.0.0 LS ` LS J ` LS ) , LS ) O Co 1 4' WALK (C 287.00 - - -- --- - L ANDS C '�NC- �C - - - 72 00 -- /7,00 - - -- to UNIT g 10 74.00 20.00 UNIT 8 /700 - /700 (CO,N 72.00 PLANNING AND ZONING APPROVAL The accompanying townhouse plat was reviewed and approved by the Planning and Zan Commission of the County af Madison, Idaho, this day of - ;2002. -- -- --, UNIT a 8 $ LANDSCAPING (COMMON) /9.00 VALL /NDA LANE (PRIVATE DRIVE) /34.00 94.00 T LANDSCAP /NG 4 (COMMON) WALK _ (COMMON) UN /T 4 rn n co D c V" - a a -- A J. 8 w aT w $ o 0 NOR x 28.60 n --- •30 ; ; - - - - o - - - - - -- N 0 0 r /R,5 7' <11WEND, - 23. 00 � � /e.00 U /e.c tie) 1 30. SO 1 //.50 412.50 Planning and Zoning Administrator PA RN/NG ( COM,1 , 0N/ To: Val C. Rexburg City Sent by the Award Winning Cheyenne Bitware Drainage Calculations From: DeNile McKenna 435- 722 -0707 11/28/01 10:01:56 Page 2 of 2 Peak storage required at 75 minutes: Detention area: Available Storage at 1.5 max. depth in center: Area 2.xIs11 /28/01 FOSTER CONST. DEV. 294 East Magellan Ln. Elkridge, Utah 84651 Phone: 801 - 423 -2029 2683.56 5654.00 2968.35 Cu. Ft. Sq. Ft. Cu. Ft. 1 Calculated By:CDM Foster Construction Dev. PROJECT: Valinda Apartments ADDRESS: 610 -680 South Valinda Lane DEVELOPER: Foster Construction and Development CONTACT PERSON: Keith Foster PHONE: 801- 860 -6702 FAX: 801- 423 -1798 DRAINAGE AREA 2: 11,999 Sq. Ft. Area Sq. ft. 1 Area Ac. 1 C i CA j CIA =Q ASPHALT: BUILDING: GRASS: SUM CA's: 4721.00 1624.00 . 5654.00 0.108 0.850 0.092 0.037 0.750 0.028 0.130 0.200 0.026 0.146 10 yr. 24 hr. i = 2.34 0.342 Interval Minutes 10 yr. 24 hr. Rainfall inches Detention Area Storage Constant Accumulated Storage Ft.3 Percolation Rate Ft, /Min. Percolation Discharge Ft 3 Required Storage Ft. 3 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 2.34 5654.00 400.49 1.90 5654.00 r 400.49 1.62 5654.00 400.49 h 1 1.42 5654.00 400.49 1.27 5654.00 400.49 L 1.16 5654.00 E 4 + t 400.49 1.06 5654.00 400.49 F 0.99 5654.00 400.49 1 1 0.92 5654.00 400.49 T T 0.86 5654.00 400.49 , 0.82 5654.00 400.49 1- 0.77 5654.00 400.49 0.74 5654.00 T 400.49 0.70 5654.00 400.49 r 4 T 0.67 5654.00 400.49 0.65 5654.00 400.49 . 1 0.62 5654.00 400.49 0.60 5654.00 T 400.49 II 0.58 5654.00 - 1 400.49 f 0.56 5654.00 T 400.49 0.54 5654.00 400.49 y 0.53 5654.00 -r 400.49 0.51 5654.00 400.49 0.50 5654.00 400.49 L 1 0.48 5654.00 400.49 4 0.47 5654.00 400.49 F 0.46 5654.00 + 400.49 0.45 5654.00 400.49 0.44 .- 5654.00 T 400.49 y 0.43 5654.00 400.49 - r 0.42 5654.00 400.49 I 0.41 5654.00 I 400.49 936.74 0.05 282.70 1698.74 0.05 r 565.40 2347.97 0.05 848.10 I- 2917.58 0.05 1130.80 3427.52 0.05 r 1413.50 3890.87 0.05 L F 1696.20 4316.65 0.05 1978.90 -,- 4711.43 0.05 2261.60 L 5080.10 0.05 2544.30 r 5426.46 0.05 2827.00 5753.48 0.05 3109.70 F 1 F 6063.56 0.05 3392.40 6358.66 1 0.05 r 3675.10 r 6640.41 1 0.05 3957.80 f 4 r 6910.15 0.05 4240.50 7169.06 0.05 rt 4523.20 L 1 L 7418.11 0.05 4805.90 7658.16 0.05 r 5088.60 F 7889.95 1 0.05 I 5371.30 8114.13 0.05 5654.00 Y 8331.27 0.05 5936.70 f 4 8541.88 0.05 6219.40 r 8746.40 0.05 6502.10 8945.25 I 0.05 6784.80 1 -L 9138.79 0.05 7067.50 9327.34 0.05 7350.20 9511.20 1 0.05 1- 7632.90 9690.64 0.05 7915.60 9865.91 0.05 8198.30 L : 10037.23 0.05 8481.00 r 4 r 10204.80 0.05 8763.70 10368.83 I 0.05 9046.40 654.04 1133.34 1499.87 1786.78 2014.02 I 2194.67 2337.75 2449.83 2535.80 2599.46 2643.78 2671.16 2683.56 I 2682.61 2669.65 2645.86 I 2612.21 2569.56 I 2518.65 2460.13 2394.57 2322.48 2244.30 2160.45 . 2071.29 1977.14 1878.30 1775.04 1667.61 1556.23 1441.10 1322.43 To: Val C. Rexburg City Sent by the Award Winning Cheyenne Bitware Drainage Calculations From: DeNile McKenna 435- 722 -0707 11/28/01 10:01:56 Page 2 of 2 Peak storage required at 75 minutes: Detention area: Available Storage at 1.5 max. depth in center: Area 2.xIs11 /28/01 FOSTER CONST. DEV. 294 East Magellan Ln. Elkridge, Utah 84651 Phone: 801 - 423 -2029 2683.56 5654.00 2968.35 Cu. Ft. Sq. Ft. Cu. Ft. 1 Calculated By:CDM Foster Construction Dev. PROJECT: Valinda Apartments ADDRESS: 610 -680 South Valinda Lane DEVELOPER: Foster Construction and Development CONTACT PERSON: Keith Foster PHONE: 801- 860 -6702 FAX: 801 - 423 -1798 DRAINAGE AREA 5: 11,481 Sq. Ft. Area Sq. ft. 1 Area Ac. 1 C I CA j CiA =Q ASPHALT: BUILDING GRASS SUM CA's 5632.00 0.129 1904.00 0.044 3945.00 0.091 i I 0.850 0.110 0.750 0.033 0.200 0.018 0.161 10 yr. 24 hr. i = 2.34 0.376 Interval Minutes 10 yr. 24 hr. Rainfall inches Detention Area Storage Constant Accumulated Storage Ft.3 Percolation Rate Ft,/Min. Percolation Discharge Ft 3 Required Storage Ft. 3 15 2.34 20 1.90 ♦ 25 1.62 30 1.42 35 1.27 40 1.16 i } 45 1.06 1 50 0.99 55 0.92 i 60 0.86 65 0.82 70. 0.77 j 75 0.74 j 80 0.70 s r } 85 0.67 90 0.65 L } 95 0.62 100 r 0.60 105 II 0.58 110 f 0.56 ! 115 0.54 120 0.53 } 125 0.51 130 0.50 1 135 0.48 140 0.47 1 145 0.46 ! 150 0.45 155 0.44 160 0.43 r } 165 0.42 170 0.41 3945.00 279.44 653.60 3945.00 T 279.44 ♦ 1185.27 3945.00 279.44 1638.27 + } 3945.00 279.44 2035.70 3945.00 279.44 2391.51 3945.00 y 279.44 L 2714.80 + f 3945.00 279.44 3011.88 3945.00 279.44 3287.33 3945.00 y 279.44 3544.57 . 3945.00 T 279.44 ♦ 3786.24 rt 3945.00 279.44 4014.41 3945.00 + 279.44 4230.77 3945.00 279.44 4436.67 3945.00 * 279.44 4633.25 T 3945.00 279.44 4821.46 3945.00 279.44 5002.11 1 3945.00 279.44 5175.88 3945.00 T 279.44 5343.38 3945.00 11 279.44 5505.10 3945.00 T 279.44 5661.52 3945.00 279.44 5813.03 3945.00 5959.98 T 1 279.44 3945.00 279.44 6102.68 3945.00 279.44 6241.43 1 L 3945.00 279.44 6376.46 3945.00 279.44 t 6508.02 3945.00 279.44 6636.31 3945.00 + 279.44 } 6761.51 3945.00 279.44 6883.80 y 3945.00 279.44 7003.34 r 3945.00 279.44 7120.26 3945.00 i 279.44 7234.71 .1 } , { I J } J J } 0.05 197.25 0.05 394.50 , 0.05 591.75 + 0.05 789.00 0.05 986.25 , 0.05 I 1183.50 + 0.05 I 1380.75 0.05 1578.00 0.05 1 1775.25 0.05 1972.50 0.05 2169.75 0.05 I 2367.00 0.05 i 2564.25 0.05 I 2761.50 0.05 2958.75 0.05 3156.00 I- 0.05 3353.25 0.05 3550.50 ♦ 0.05 1 C 3747.75 1 0.05 f 3945.00 I 0.05 4142.25 0.05 4339.50 f 0.05 4536.75 0.05 4734.00 L 0.05 4931.25 0.05 _I. 5128.50 0.05 ! 5325.75 0.05 F 5523.00 0.05 5720.25 0.05 I 5917.50 I- 0.05 i 6114.75 0.05 ! 6312.00 456.35 790.77 1046.52 1246.70 1405.26 1531.30 1631.13 1709.33 1769.32 1813.74 1844.66 1863.77 1872.42 1871.75 1862.71 1846.11 1822.63 1792.88 1757.35 1716.52 1670.78 1620.48 1565.93 1507.43 1445.21 1379.52 1310.56 1238.51 1163.55 1085.84 1005.51 922.71 To: Val C. Rexburg City Sent by the Award Winning Cheyenne Bitware Drainage Calculations Peak storage required at 75 minutes : Detention area: Available storageat 1.5' max. depth in center: Area 5.xIs11/28/01 From: DeNile McKenna 435 - 722 -0707 11/28/01 10:05:46 Page 2 of 2 FOSTER CONST. DEV. 294 East Magellan Ln. Elkridge, Utah 84651 Phone: 801 - 423 -2029 1872.42 3945.00 2071.125 Cu. Ft. Sq. Ft Cu. Ft. 1 Calculated By: CDM Foster Construction Dev. To: Val C. Rexburg City Sent by tkie Award Winning Cheyenne Bitware Drainage Calculations From: DeNile McKenna 435 - 722 -0707 11/28/01 10:08:42 Page 2 of 2 Peak storage required at 75 minutes : Detention area: Available storagat 1.5' max. depth in center: Area 4.xIs11/28/01 FOSTER CONST. DEV. 294 East Magellan Ln. Elkridge, Utah 84651 Phone: 801 - 423 -2029 1371.21 2889.00 1516.725 Cu. Ft. Sq- Ft Cu. Ft. 1 Calculated by: CDM Foster Construction Dev. PROJECT: Valinda Apartments ADDRESS: 610 -680 South Valinda Lane DEVELOPER: Foster Construction and Development CONTACT PERSON: Keith Foster PHONE: 801 -860 -6702 FAX: 801- 423 -1798 DRAINAGE AREA 4: 6883 Sq. Ft. Area Sq. ft. j Area Ac. 1 C 1 ;- CA 1 CiA =Q ASPHALT: BUILDING GRASS SUM CA's 2090.00 1904.00 2889.00 0.048 i 0.850 0.041 0.044 I 0.750 0.033 0.066 1 0.200 0.013 0.087 10 yr. 24hr.i =2.34 0.203 Interval Minutes 10 yr. 24 hr. Rainfall inches Detention Area Storage Constant Accumulated Storage Ft.3 Percolation Rate Ft, /Min. Percolation Discharge Ft 3 Required Storage Ft. 3 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 1 155 160 165 170 2.34 1.90 1.62 1.42 1.27 1.16 4 I 1.06 0.99 } -I 0.92 0.86 0.82 1 07 0.74 1 1 0.70 t 0.67 4 0.65 i L 4 0.62 1 0.60 1 0.58 j I f 0.56 1 0.54 0.53 0.51 0.50 L 0.48 t 0.47 1 0.46 0 0.44 0.43 0.42 1 0.41 2889.00 204.64 2889.00 T 204.64 2889.00 204.64 + 2889.00 204.64 2889.00 204.64 2889.00 1 204.64 + 2889.00 204.64 2889.00 204.64 1 2889.00 204.64 2889.00 T 204.64 2889.00 204.64 + 2889.00 204.64 2889.00 r 204.64 2889.00 y 204.64 T 2889.00 204.64 2889.00 204.64 1 2889.00 204.64 2889.00 T 204.64 2889.00 I 204.64 2889.00 204.64 2889.00 204.64 y 2889.00 204.64 T 2889.00 204.64 2889.00 204.64 1 2889.00 204.64 2889.00 1 204.64 2889.00 204.64 + 2889.00 204.64 Y 2889.00 204.64 2889.00 i 204.64 T 2889.00 204.64 2889.00 204.64 478.64 868.00 1199.73 •1 1490.78 1751.35 1988.10 1 •1 2205.66 2407.38 2595.76 2772.73 2939.83 •l 3098.27 3249.06 L 3393.02 1 4 3530.85 3663.14 1 3790.40 3913.06 tt 4031.49 Jj1 T 4146.04 i 4256.99 4364.61 r 4469.11 4570.72 L J 4669.61 I. 4765.95 1 4859.90 4 4951.58 5041.14 5128.68 F 4 5214.30 I 5298.12 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 1 0.05 1 0.05 0.05 1 0.05 1 0.05 0.05 y -r 0.05 1 0.05 I 0.05 0.05 0.05 0.05 1 0.05 1 0.05 T 0.05 1 0.05 1 0.05 0.05 a 0.05 I 0.05 0.05 1 0.05 a 0.05 0.05 144.45 334.19 r 288.90 579.10 433.35 766.38 1- f 577.80 912.98 722.25 1029.10 r 866.70 1121.40 I- 1011.15 I 1194.51 1155.60 1251.78 L 1 1300.05 1295.71 1444.50 1328.23 1588.95 1350.88 F 1733.40 1364.87 1877.85 1371.21 2022.30 1 1370.72 2166.75 1364.10 2311.20 1351.94 1. 2455.65 1334.75 r 2600.10 1312.96 2744.55 1286.94 2889.00 1257.04 3033.45 1223.54 3177.90 1186.71 3322.35 1146.76 3466.80 1103.92 3611.25 1058.36 3755.70 1010.25 3900.15 959.75 1- 4044.60 906.98 4189.05 852.09 4333.50 795.18 r 4477.95 736.35 4622.40 675.72 To: Val C. Rexburg City Sent by tkie Award Winning Cheyenne Bitware Drainage Calculations From: DeNile McKenna 435 - 722 -0707 11/28/01 10:08:42 Page 2 of 2 Peak storage required at 75 minutes : Detention area: Available storagat 1.5' max. depth in center: Area 4.xIs11/28/01 FOSTER CONST. DEV. 294 East Magellan Ln. Elkridge, Utah 84651 Phone: 801 - 423 -2029 1371.21 2889.00 1516.725 Cu. Ft. Sq- Ft Cu. Ft. 1 Calculated by: CDM Foster Construction Dev. PROJECT: Valinda Apartments ADDRESS: 610 -680 South Valinda Lane DEVELOPER: Foster Construction and Development CONTACT PERSON: Keith Foster PHONE: 801- 860 -6702 FAX: 801 - 423 -1798 DRAINAGE AREA 1: 13,812 Sq. Ft. Area Sq. ft. Area Ac. j C CA j CiA =Q ASPHALT: BUILDING GRASS SUM CA's 6110.00 0.140 1624.00 } 0.037 6078.00 0.140 y 0.850 0-.119 0.750 , 0.028 0.200 0.028 0.175 10 yr. 24 hr. i = 2.34 0.410 Interval Minutes 10 yr. 24 hr. Detention Area Rainfall inches Storage Constant Accumulated Storage Ft.3 Percolation Rate Ft, /Min. Percolation Discharge Ft 3 Required Storage Ft. 3 15 f 2.34 20 1.90 25 1.62 30 1.42 35 1.27 40 1.16 f 45 1.06 50 ! 0.99 55 0.92 60 0.86 65 1 0.82 1 70 i 0.77 1 75 j 0.74 1 80 ! 0.70 i 85 0.67 4 90 1 0.65 1 L 95 0.62 1 100 0.60 1 105 ! 0.58 1 110 0.56 115 0.54 1 120 0.53 1 125 0.51 1 130 ! 0.50 1 1 135 0.48 1 140 l 0.47 1 145 ! 0.46 1 150 F 0.45 1 155 0.44 160 ! 0.43 1 165 0.42 t 170 0.41 6078.00 430.53 ! 1006.99 6078.00 430.53 1 1826.13 6078.00 430.53 1 2524.05 6078.00 430.53 , 3136.37 6078.00 T 430.53 1 3684.56 6078.00 , 430.53 F 4182.65 6078.00 430.53 1 4640.36 6078.00 430.53 5064.74 6078.00 1 430.53 f 5461.07 T 6078.00 430.53 5833.40 6078.00 430.53 I 6184.94 60 ¢ 430.53 f 6518.27 6078.00 T 430.53 1 6835.51 6078.00 y 430.53 1 7138.38 6078.00 T 430.53 1 7428.35 6078.00 430.53 7706.68 T 1 L 6078.00 430.53 7974.40 6078.00 430.53 1 8232.46 6078.00 430.53 ! 8481.63 6078.00 - 430.53 1 8722.62 6078.00 1 430.53 8956.04 6078.00 430.53 1 9182.44 6078.00 430.53 9402.31 6078.00 430.53 1 9616.07 1 1 6078.00 T 430.53 1 9824.12 6078.00 430.53 1 10026.81 6078.00 430.53 ! 10224.46 6078.00 ¢ 430.53 , .10417.35 6078.00 Y 430.53 10605.76 6078.00 430.53 ! 10789.93 6078.00 430.53 1 10970.07 6078.00 ! 430.53 i 11146.40 i J 1 4 1 1 1 ; 1 .l 1 1 1 1 1 1 0.05 T 303.90 703.09 0.05 _ 607.80 1218.33 911.70 1612.35 0.05 , 0.05 1215.60 1920.77 0.05 1519.50 2165.06 0.05 1823.40 2359.25 0.05 2127.30 2513.06 0.05 F 2431.20 2633.54 0.05 2735.10 2725.97 0.05 - 3039.00 2794.40 0.05 3342.90 2842.04 0.05 3646.80 2871.47 0.05 r 3950.70 2884.81 0.05 r 4254.60 2883.78 0.05 4558.50 2869.85 0.05 4862.40 2844.28 L 0.05 r 5166.30 2808.10 0.05 5470.20 1 2762.26 0.05 I1 5774.10 iI 2707.53 0.05 r 6078.00 j 2644.62 0.05 1 6381.90 2574.14 0.05 1 6685.80 + 2496.64 0.05 6989.70 I 2412.61 0.05 1 7293.60 1 2322.47 L 1 0.05 1 7597.50 2226.62 0.05 L 7901.40 1 2125.41 0.05 1 8205.30 1 2019.16 0.05 , 8509.20 , 1908.15 0.05 8813.10 1792.66 0.05 1 9117.00 1 1672.93 0.05 1 9420.90 1 1549.17 0.05 1 9724.80 1421.60 To: Val C. Rexburg City Sent by the Award Winning Cheyenne Bitware Drainage Calculations From: DeNile McKenna 435 - 722 -0707 11/28/01 10:13:06 Page 2 of 2 Peak storage required at 75 minutes: Detention area: Available storage at 1.5' max depth in center: Area 1.xls11/28/01 FOSTER CONST. DEV. 294 East Magellan Ln. Elkridge, Utah 84651 Phone: 801 - 423 -2029 2884:81 6078.00 3190.95 Cu. Ft. Sq. Ft. Cu. Ft. 1 Calculated by: CDM Foster Construction Dev. VALINDA APARTMENTS 610 -680 SOUTH VILINDA AVE. REXBURG, IDAHO 423 -2022 DESIGN /BUILD RESOURCE CENTER "THE STEP BY STEP PROGRAM TO BUILD YOUR OWN HOME" APPROVED BUILDING I PECTOR Construction Materials Description 2. Model Energy Analysis (MecCheck) 3. Structural Beam Calculations. 4. General Construction notes. Table of Contents: Occupancy: R1 Construction type: VN Wind Speed: 80 mph Exposure B Seismic Zone: 3 1 Roof dead Load: 25 psf / Roof Live Load: 45 psf / Floor Dead Load: 15 psf Floor Live Load: 25 psf All Plans & Designs are Subject to Approval From Your Local Building Official. i ■ • MECcheck COMPLIANCE REPORT 1995 CABO Model Energy Code I Permit # MECcheck Software Version 2.05 Checked by /Date CITY: Idaho Falls STATE: Idaho HDD: 8871 CONSTRUCTION TYPE: Multifamily DATE: 3 -25 -2002 TITLE: VILINDA APARTMENTS PROJECT INFORMATION: REXBURG, IDAHO 4 -PLEX PLANS COMPLIANCE: PASSES Required UA = 682 Your Home = 465 Area or Cavity Cont. Glazing /Door Perimeter R -Value R -Value U -Value UA CEILINGS 2204 38.0 0.0 66 WALLS: Wood Frame, 16" O.C. 1728 19.0 0.0 104 WALLS: Wood Frame, 16" O.C. 1600 13.0 2.0 122 GLAZING: Windows or Doors 144 0.400 58 GLAZING: Windows or Doors 208 0.350 73 DOORS 84 0.500 42 HVAC EQUIPMENT: Furnace, 85.0 AFUE HVAC EQUIPMENT: Air Conditioner, 10.0 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requiremen s of the 1995 CABO Model Energy Code. Builder /Designer di/ ., Date 3 MECcheck INSPECTION CHECKLIST 1995 CABO Model Energy Code MECcheck Software Version 2.05 VILINDA APARTMENTS DATE: 3 -25 -2002 Bldg.' Dept. Use I CEILINGS: 1. R -38 Comments /Location WALLS: 1. Wood Frame, 16" O.C., R -19 Comments /Location 2. Wood Frame, 16" O.C., R -13 + R -2 Comments /Location WINDOWS AND GLASS DOORS: 1. U- value: 0.4 For windows without labeled U- values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments /Location 2. U- value: 0.35 For windows without labeled U- values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments /Location DOORS: 1. U- value: 0.5 Comments /Location HVAC EQUIPMENT: 1. Furnace, 85.0 AFUE or higher Make and Model Number 2. Air Conditioner, 10.0 SEER AIR LEAKAGE: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ) Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be I provided. Insulation R- values, glazing U- values, and heating equipment efficiency must be clearly marked on the building plans DUCT CONSTRUCTION: [ ] I All ducts must be sealed with mastic and fibrous backing tape. Pressure - sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. ' 1 or specifications. DUCT INSULATION: Ducts in unconditioned spaces must be insulated to R -5. Ducts outside the building must be insulated to R -8.0. TEMPERATURE CONTROLS: Thermostats are required for each dwelling unit (non - dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each room shall be provided. ELECTRIC SYSTEMS: [ ] I Separate electric meters are required for each dwelling unit. SWIMMING POOLS: All heated swimming pools must have an on /off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0 -1" 1.25 -2" 2.5 -4" Low pressure /temp. 201 -250 1.0 1.5 1.5 2.0 Low temperature 120 -200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40 -55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON - CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0 -1" 1 0 -1.25" 1.5 -2.0" 2.0 +" 170 -180 0.5 1 1.0 1.5 2.0 140 -160 0.5 1 0.5 1.0 1.5 100 -130 0.5 1 0.5 0.5 1.0 - -- -NOTES TO FIELD (Building Department Use Only) 1 MECcheck COMPLIANCE REPORT 1995 CABO Model Energy Code 1 Permit # MECcheck Software Version 2.05 1 1 1 Checked by /Date CITY: Idaho Falls STATE: Idaho HDD: 8871 CONSTRUCTION TYPE: Multifamily DATE: 3 -25 -2002 TITLE: VILINDA APARTMENTS PROJECT INFORMATION: REXBURG, IDAHO 3 -PLEX PLANS COMPLIANCE: PASSES Required UA = 597 Your Home = 387 1 Area or Cavity Cont. Glazing /Door Perimeter R -Value R -Value U -Value UA CEILINGS 1826 38.0 0.0 55 WALLS: Wood Frame, 16" O.C. 1548 19.0 0.0 93 WALLS: Wood Frame, 16" O.C. 1440 13.0 2.0 109 GLAZING: Windows or Doors 108 0.400 43 GLAZING: Windows or Doors 156 0.350 55 DOORS 63 0.500 32 HVAC EQUIPMENT: Furnace, 85.0 AFUE HVAC EQUIPMENT: Air Conditioner, 10.0 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the equ'rements of the 1995 CABO Model Energy Code. Builder /Designer Date MECcheck INSPECTION CHECKLIST 1995 CABO Model Energy Code MECcheck Software Version 2.05 VILINDA APARTMENTS DATE: 3 -25 -2002 Bldg.1 Dept. Use CEILINGS: 1. R -38 Comments /Location WALLS: 1. Wood Frame, 16" O.C., R -19 Comments /Location 2. Wood Frame, 16" O.C., R -13 + R -2 Comments /Location WINDOWS AND GLASS DOORS: 1. U- value: 0.4 For windows without labeled U- values, describe features: # Panes Frame Type Thermal Break? [ 1 Yes [ ] No Comments /Location 2. U- value: 0.35 For windows without labeled U- values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments /Location DOORS: 1. U- value: 0.5 Comments /Location HVAC EQUIPMENT: 1. Furnace, 85.0 AFUE or higher Make and Model Number 2. Air Conditioner, 10.0 SEER AIR LEAKAGE: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R- values, glazing U- values, and heating equipment efficiency must be clearly marked on the building plans 0 or specifications. DUCT INSULATION: Ducts in unconditioned spaces must be insulated to R -5. Ducts outside the building must be insulated to R -8.0. DUCT CONSTRUCTION: All ducts must be sealed with mastic and fibrous backing tape. Pressure - sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: Thermostats are required for each dwelling unit (non- dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and /or cooling input to each room shall be provided. ELECTRIC SYSTEMS: [ l I Separate electric meters are required for each dwelling unit. SWIMMING POOLS: All heated swimming pools must have an on /off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0 -1" 1.25 -2" 2.5 -4" Low pressure /temp. 201 -250 1.0 1.5 1.5 2.0 Low temperature 120 -200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40 -55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 l CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON - CIRCULATING 1 CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0 -1" 1 0 -1.25" 1.5 -2.0" 2.0 +" 170 -180 0.5 1 1.0 1.5 2.0 140 -160 0.5 1 0.5 1.0 1.5 100 -130 0.5 1 0.5 0.5 1.0 - -- -NOTES TO FIELD (Building Department Use Only) g u [\ } 11 1 11 1/ 1/ 11 11 1/ 11 11 (1 Footings: 10 x 20 Cont. Footings. 2 #1 bar (grade 60) Shovel Footings on interior Not allowed. Floor Joists: Lumber: Insulation: Construction Description dation: "Foundation Wall"khigh Use #4 bar @ 24" o.c. (grade 60) Unless otherwise specified - 11 7/8" TJI Floor Joists @ 16" o.c. (series 250) use a good quality Douglas Fir #2 or better 2x6 studs @ 16" o.c. (8'high walls) - 7/16" wafer bd wall sheathing nailed with 8d nails @ 6" o.c. edges 12" within field. - Use pre - engineered roof trusses @ 24" o.c. - 7/16" wafer bd. Roof sheathing Nailed with 8d Nails @ 6" o.c.Edges, 12" field. Use h -clips at all joins between trusses Use H -1 hurricane ties @ 48" o.c. - R -19 bat insulation in walls - 1" foam for stucco backing - R -38 blown in insulation in Ceiling. Brick Windows: Doors: Site: - Owner shall choose brick - Provide brick ties @ 16" o.c. both ways - Use a high quality Double Pane, Double Glazed Windows. With vinyl frames. - Interior doors to be a six panel door, pre- primed. - Door from Garage to Dwelling to be a 20 min fire Rated door with self closing Hinges. Front door to be selected by Owner. - Garage Door to be insulated. Shingles: - use a high grade 30 year Architecture style shingle - Use 1 layer of 151b. felt under layment. Provide ice and weather shield protection at all eaves, & valleys. - Owner /Contractor shall comply with all local requirements for landscaping and finish grade. 11 `1 11 `1 11 11 1/ 9 General Construction Notes: FOOTINGS: • All Footings shall bear 12" into undisturbed earth. • Footings shall step 1 to 1.5 ratios as required. • Exterior wall footings shall bear at a minimum of depth of 30' for frost or weather protection. CONCRETE: • All concrete shall be batched with the following bag mix per cubic yard of concrete • Structural Concrete 5 %a bag mix (3000 psi) • Exterior Flat Work Concrete 6 bag mix (4000 psi) • All concrete shall be air entrained 3 % plus or minus 1% and structural exposed concrete 6% plus or minus 1 %. • All concrete shall be placed, cured and protected as specified and in compliance with 1998 UBC code standards and practices • Concrete shall be place with a max. 4" slump. REINFORCEMENT STEEL: • All rebar shall comply with ASTM -A-615 grade A.O. and all welded wire fabric shall conform with ASTM -A -185. • Min lap distance for any rebar is 6 ". • All rebar shall be securely tied and held in place with a minimum concrete protection cover to all steel as follows: - Beams and Columns , 1 V2" and slab 3 /4" - Walls, 2" earth side, 1" formed side. - Footings, 3" above earth CONCRETE WALLS & COLUMNS: • All vertical reinforcement in columns or walls shall be doweled from the footing or structure below with rebar of the same size & spacing required above. • Provide 30 bar diameter lap splices with a 12" min. GENERAL CONCRETE: • No aluminum products shall be embedded in concrete. • Electrical conduits shall be placed in mid height of slabs and shall have on o.d less than 1/3 the slab thickness. FOUNDATION WALL REINFORCEMENT: • Provide the following minimum reinforcement in foundation walls. See details for additional or special reinforcement. • 8" walls use 2 #4 bar @ the top of wall continuos. • 8" walls use #4 bar vertical @ 24" unless otherwise specified at the inside face of wall. Horizontal use 2 #4 bar @ 24" o.c. unless otherwise specified. • &All steel should be tied continuos. • 6" walls a'43 bar @ 18" o.c. each way unless otherwise specified. • Provide extra reinforcement around openings in concrete walls as follows: • 244 bar the width of opening + 2' each side at the top. • 2 #4 bar the length plus 2' for the jamb and sill. • 2 #4 bar @ each corner placed 45 degrees to horizontal. STRUCTURAL STEEL: • All Structural steel shall conform with astm a -36 unless noted otherwise. • Use a -307 bolts for field connections. 1 TIMBER: • All framing lumber shall be clearly marked and of a quality to meet the minimum stress grade requirements. The maximum variation shall be 5% without redesign. • Solid 2" blocking (full height) shall be provided at ends or points of support for all wood joists or truss rafters. Cross bridging of not less than 1x4 material shall be placed in rows between support points not to exceed 8' -0" apart. • Use steel x- bracing approved for roof joists only. • All glue -lam members shall have an industrial appearance. And shall be such a combination to allow working stress loads of 2400 psi max. in extreme fiber blending. NAIUNG REQUIREMENTS AND STANDARDS; • Provide the following as a minimum nailing standard. Any additional nailing requirements shall be directly noted on plan. Nails to be used are common type. Stagger all end joints of plywood. Plywood Sub - flooring: 5/8" thick or greater use 8d nails 6" o.c. at all supported edges and to all blocking and 10" o.c. at all intermediate supports. Nails shall not be less than 3/8" from the edge of the panel. Block unsupported edge only as noted on plans. Joists or truss nailing to wall plate. Toe nail to plate with 16d nail (1 each side staggered) and one simpson strong tie MA35N or equal framing anchor. Wall Sheathing %2" thickness with 8d nails @ 6" o.c. at all edges, 12" o.c. at all intermediate points. MASONRY: • All masonry shall be reinforced with both horizontal and vertical reinforcement. All block cells or brick cavities with reinforcement shall be grouted full using concrete grout. Cells shall be aligned to preserve unobstructed vertical cavities of 2" min. Use 2000 psi grout. Grout 4' -0" lifts only. Use pea gravel in grout for cells 4" x4" . Min slump to be 7" to 10" (avoid separation.) do not use cell reinforcing to rod grout. GENERAL CONSTRUCTION REQUIREMENTS: • All required egress windows including at least one in every basement and bedroom shall have a minimum clear operable are of 5.7 sq.ft with a min height of 20 inches and a finished sill height of not more than 44" • Window wells shall meet required egress of 44" max. depth with a min of 36" clearance. • Damp proofing is required for all foundations enclosing basements below finish grade. • Exposed foundations shall be plastered for the final inspection. • Solid blocking is required for all joists, rafters, and roof trusses at bearing points. • Fire blocking is required in walls at all sof ts, dropped ceilings and cove ceilings and at the floor and ceiling levels of all shafts and chases. • Under stair space that is enclosed and usable shall have the walls and ceilings cased in 5/8" type x sheet rock. • Minimum 2x6 wall blocking is required for a shower pan. • Rim joists shall be protected where concrete will be poured against them. • Attic ventilation located in gable ends only shall be a total of 1/150' of the area of the space ventilated. • • Attic access openings are required for all attics 30" or greater in height. •P Provide a 22 x 241 attic access in the location of owners choice. • Crickets are required where chimneys or other vertical surfaces intersect sloped roof areas. There by creating water, snow, or ice damning conditions. • a Step flashing or flashing shall be counter flashed at chimney or wall intersections with roofs. •1, Glass if installed in or within T4" of doors shall be tempered. • Finish grading shall slope away from the foundation at a 2% grade for a min of 12' . Drainage from the roof shall not flow over or onto adjacent properties. 11 • Address Numbers are required for all buildings and shall be at least 4" high so as to be able to be plainly visible from the street fronting the property. • Telephone and TV jack locations shall be determined by the owner at the time of installation. • Smoke alarms shall be installed in each bedroom and adjacent hallways. They shall be wired in series and be provided with a battery backup. 4 64 "We • Electrical Panel shall be located by the contractor. • All water heaters must have a Seismic strap or tie down. • Combustion air is required for all fuel burning appliances. • Heating contractor shall provide proper size and location of all combustion air duct_ And must define source and termination points. • Water closets must have a maximum of 1.6 gallon per flush flow rate and showers must be equipped with shower heads having a flow rate no greater that 2.5 gallons per minute • Use 5/8" type x sheet rock on walls between garage and dwelling and 2 layers on the ceiling to provide a 1 hr fire separation. • All electrical services and metal piping including gas, must be grounded. • Hand rail height on all stairways shall be a minimum of 34" and a maximum of 38" high and balusters shall be spaced so a 4" sphere may not pass through it. • All lumber in contact with concrete shall be redwood or pressure treated wood. • Shower doors must swing out and be tempered glass • Showers must be finished to the height of not less than 70" of water proof material. • Brace all exterior walls at each corner and at least every 25 ft. • Shear nailing shall meet the requirements of the code. 6" o.c. edges, 12" field, unless otherwise specified • All headers must have a minimum of 1 1/2" solid bearing at each end to the floor or bottom plate. • All masonry walls to be reinforced with not less than .002 times the gross cross sectional area of the wall and shall not be less than .007 times the gross section in one direction and with a max. spacing of 4'. • Fire block solid spaces at soffits, floor and ceiling joist lines • Fire Stops may be of gyp board, or other non - combustible materials that are not securely fastened in place. All headers over 6' shall be supported by framing anchors or joists hangers unless bearing on a beam, partition or wall. Tail joists over 12" long to be supported at header by framing anchors or on ledger strips not less than 2x2. • At all valleys and hips provide valley or hip rafters not Less than 2" thick and not less in depth that the cut of rafter. • Exterior wall covering to be approved type, studs or sheathing to be covered on the outside face with a weather resistance barrier. • Provide comfort heating system capable of maintaining 70 f. temperature three feet above the floor level in all rooms. Heating appliances cannot be located as follows: • In any room or space less that 12" wider the furnace, and with a working space of not less than 3" on all sides, back, top of the furnace. • In any room to be designated as a bedroom, bathroom, closet or in any confined space with access only through such rooms • Provide adequate combustion air at the rate of /. sq.in per 1000 btu's • Combustion air must be obtained from the outside, and must be properly covered. • Provide 1" clearance between class b vents and combustion air ducts. • Water heater must me installed in proper locations. (same as furnace) • Provide 30" clearance between range top to combustible materials. • Vent Dryer to Exterior., maximum vent line is 14' • Use min 2" thick planks for exterior decking. • A thermal expansion tank must be installed adjacent to residential water heaters. • Finished shower door openings is to be a min of 22" measured with the door open. • Gas logs shall be provided with a shut of valve outside the firebox and within 4' of the appliance. • The door between the garage and dwelling shall be a 20 min fire rated door with self closing hinges. • Provide a 22 x 34 attic access in the location of owners choice, if installed in garage they shall be constructed of 1 hrr fire rated material and the access must be hinged and latched. • When finish grading occurs, the top of the foundation must be a min of 6" above grade and grade is to slope at a 2% slope for a min of 12' from the foundation. • Prior to back filling foundation, remove all construction debris. !Z STRUCTURAL NOTES & ASSUMED DESIGN CRITERIA: Shear wall Schedule: SW1 = 7i16" wafer board or equiv. nailed with 8d nails @ 6° o.c. along all panel edges, and 17 within the field. SW2 = 7116" Wafer Board or equiv. nailed with 8d nails @ 3" o.c. along all panel edges, and 6° within the field. SW3 = %2" sheet rock nailed with 6d nails @ T o.c. along panel edges and within the field, (do not use Screws.) Roof Live Load Design 45 PSF Roof Dead Load Design 10 psf Floor Dead Load Design 10 psf Attic Storage 0 psf Wind Speed 2 Exposure C Seismic Zone 3 • Floor sheathing shall be 3 l," T &G plywood or equiv. fastened to joists with 8d nails @ 6" o.c. edges at diaphragm boundary, and into all solid blocking. All wall sheathing must be fastened to the foundation sill plate and cont. to top wall plate supporting rafters or trusses. Adjoining panel edges at horizontal joints must be fastened to same piece of solid blocking. Use simpson lsta36 @ 48" o.c. ELECTRICAL NOTES: • Meter panels shall be at least 36" away from doors and windows. • Main Disconnects is required on exterior of all buildings. • Breaker panel shall not be located on exterior of building • Ufer grounds are required in addition to water pipe grounds. • Install a min of 2 gfci outlets (one in front and rear) • All required receptacles shall be spaced so that at no point along the floor line of the walls. Counters etc shall the distance to an outlet be greater that 6 feet. • Rated or metal boxes shall be used in walls separating the garage and house. • Smoke detectors shall be installed in each bedroom and adjacent halls and on each level of the home, they shall be wired in series and a battery backup installed. • All Electrical outlets in Kitchen, Bath, Laundry and garage shall be on designated GFCI circuits. • All Electrical outlets in Garage shall be a min of 24" from floor. • Provide exterior lighting at all exterior exits. MECHANICAL NOTES: • Gas meters shall be located as per Local Gas Supplier and shall be a minimum of 3" from electrical meter panels and permanent air vents. • Adequate combustion air is required for all fuel burning appliances. • Ventilation fans are required for all bathrooms with tubs or showers and for laundry rooms when these rooms have no operable window to the exterior. • All bathroom and laundry fans shall be vented to the exterior of the building, no attic ventilation. • Dryer vent shall be max. of 14' long and only 2 elbows allowed • Range and Cook top clearances to unprotected combustibles shall be 30" 13 PLUMBING NOTES: • Venting is required for all fixtures traps as per code • No piping shall be installed so as to be subject to freezing. • No lead or acid bearing soldiers or fluxes is allowed for potable water systems. • Pressure reducing valves are required when water pressure exceeds 80 psi • Back flow protection is required for all hose bibs, lawn sprinkler systems, and all other outlets have hose threads or posing a potential cross connection with the city water supply. • Floor drains shall be provided near all water heaters and shall have metal bodies and grates. • Floor drains shall be fully visible and accessible. • Water closet spaces shall be a min of 30" in width and allow for a min front clearance of 24" • Shower floor spaces shall be a min of 1024 sq.inches and shall be able to encompass a 30" circle to the to the height of 70" and shall be framed for a min 22" door. • Provide hose bibs at front and rear of home. All bibs shall be back flow prevented. • Air gap protection is required on all dishwasher drain connections to the dwv system. • Unfinished plumbing DWV rough in shall be properly vented and capped off. STAIRS • The rise of steps in stairway shall not be less than 4" or greater than 8 inches and the run shall not be less than 10 inches. The largest tread run within any flight of stairs shall not exceed the smallest by more than 3/8". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 ". • Winders in residences may be used if the required width of the run is provided at the point not more than 12" from the side of the stairway where the treads are narrower, but in no case shall any width of run be less than 6" at any point. • Spiral stairs maybe used for exits when the area served is limited to 400 sq.ft. • For spiral stairways the tread must provide a clear walking area measuring at least 26 inches from outer edge of the supporting column to the inner edge of the handrail. A run of at least 7 %Z" is to be provided at a point 12 inches from where the tread is narrowest. The rise or height of the steps shall not exceed 9 W' • Handrails, stairs shall have at least one handrail, and shall be installed on open sides of stairways. • The top of handrails shall be placed not less than 34" or more than 38" above the nosing of the treads. They shall be continuos the full length of the stairs. Ends chain return or chall terminate in newel posts or safety terminals. • Handrails projecting from a wall shall have a space of not less than 1 %2" between the wall and the handrail. • The hand grip portion of handrails shall not be less than 1 %2" or more than 2" in cross sectional dimension or the shape shall provide an equivalent griping surface. The hand grip portion shall have a smooth surface with no sharp comers. • Every required stairway shall have headroom clearance of not less than 6'-8" measured vertically from the tread nosing to the nearest soffit above. • All enclosed floor and roof openings that are more than 30" above grade or the floor below shall be protected by a guardrail. Guardrails shall not be less than 36" in height except on stairs where they may be 34" Open guardrails and stair railings shall have intermediate rails or an ornamental pattern such that a 4" sphere may not pass through it. PRIVATE GARAGES AND CARPORTS. • a Private garage not over 1000 sq.ft. in area may be attached to a dwelling if the garage side of the separating walls and ceilings is fire protected with a 1 hr fire rating. • A carport having no enclosed uses above and entirely open on two or more sides need not have a fire separation between the carport and the dwelling. GENERAL FRAMING NOTES: • Workmanship; All members shall be framed, anchored, tied and braced so as to develop the strength and rigidity necessary for the purpose for which they are used. • Spacing and Penetration of Nails: All spacing and edge and end distances shall be such as to avoid splitting of the wood. Holes for nails, when necessary to prevent splitting, cha11 be bored of a diameter smaller than that of the nail. (see table 25- Q, Uniform Building Code, for number of nails for connecting wood members) • T umns or Posts: Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splashes or in basement, and which support permanent structures, shall be supported by concrete piers or metal pedestals Z 1L projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6" above the exposed earth and at least 1 inch above such floors. • Headers: Headers and lintels shall be designed to support dead loads and design live loads. FOUNDATION VENTILATION AND UNDER FLOOR CLEARANCE: • Under floor areas shall be ventilated by and approved mechanical means or by openings in exterior foundation walls. Such openings shall have a net area of not less than 1 square foot for each 150 square feet of under floor area. Openings shall be located as close to corners as practical and shall provide cross ventilation. The required area of such openings shall be approximately equally distributed along the length of a least two opposite sides. They shall be covered with corrosion resistant wire mesh of at least two opposite sides. • Minimum clearance between bottom of floor joists and bottom of floors without joists and the ground beneath shall be 18 inches. Min clearance under girders shall be 12" 15 Combination Roof and Floor Beamf 2000 International Building Code (97 NDS)1 Ver. 5.03 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002: 4:23:29 PM Project: VILINDA - Location: 3' HEADERS Summary: (2 ) 1.5 IN x 9.25 IN x 3.0 FT / Select Structural - Douglas Fir -Lam - Dry Use Section Adequate By: 15533.9% Controlling Factor: Area / Depth Required 0.56 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 Live Load: LLD= 0.00 Total Load: TLD= 0.00 Reactions (Each End): Live Load: LL -Rxn= 0 Dead Load: DL -Rxn= 10 Total Load: TL -Rxn= 10 Bearing Length Required (Beam only, Support capacity not checked): BL= 0.01 Beam Data: Span: L= 3.0 Maximum Unbraced Span: Lu= 1.33 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Roof Loading: Roof Live Load -Side One: RLL1= 35.0 Roof Dead Load -Side One: RDL1= 15.0 Roof Tributary Width -Side One: RTW1= 0.0 Roof Live Load -Side Two: RLL2= 35.0 Roof Dead Load -Side Two: RDL2= 15.0 Roof Tributary Width -Side Two: RTW2= 0.0 Roof Duration Factor: Cd -roof= 1.15 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load -Side One: FDL1= 15.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLL2= 40.0 Floor Dead Load -Side Two: FDL2= 15.0 Floor Tributary Width -Side Two: FTW2= 0.0 Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL= 0 Beam Loads: Roof Uniform Live Load: wL -roof= 0 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 0 Floor Uniform Live Load: wL- floor= 0 Floor Uniform Dead Load: wD- floor= 0 Beam Self Weight: BSW= 7 Combined Uniform Live Load: wL= 0 Combined Uniform Dead Load: wD= 0 Combined Uniform Total Load: wT= 7 Controlling Total Design Load: wT-cont= 7 Properties For: Select Structural- Douglas Fir -Larch Bending Stress: Fb= 1500 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1900000 Stress Perpendicular to Grain: Fcperp= 625 Adjusted Properties Fb' (Tension): Fb'= 1480 Adjustment Factors: Cd =0.90 Ct =1.00 Cf =1.10 Fv': Fv'= 86 Adjustment Factors: Cd =0.90 Design Requirements: Controlling Moment: M= 1.5 ft from left support Critical moment created by dead loads only on all span(s). Maximum Shear. V= At support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 0.1 S= 42.7 Area (Shear): Areq= 0.2 A= 27.7 Moment of Inertia (Deflection): Ireq= 0.1 1= 197.8 IN IN = L/185679200 IN = U1101081 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 8 FT -LB 10 LB N3 N3 N2 N2 N4 N4 � Combination Roof and Floor Beam[ 2000 International Building Code (97 NDS) [Ver. v5031389 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03 -25 -2002 Project VILINDA - Location: 3' HEADERS Summary: (2 ) 1.5 IN x 9.25 IN x 3.O FT / Select Structtucal - DogiOas Fir-Larch - Dry Use4 Section Adequate By: 15533.9% Controlling Factor Area / Depth Required 0.56 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams Span 10 Shear (Ibs) 0 -10 - 8 4 Moment (ft-lb) 0 -4 -8 - .00004 - .00002 Deflection (in) 0 .00002 .00004 20 -" 10Ibs 0 f -20 - - 11Ibs @3ft ft- Ibs 2 f H- 0in 1.5 ft Controlling Load Gases: Shear: Critical shear created by dead load only on all span(s). Moment Critical moment created by dead Toads only on all span(s). Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM A B r Span =aft 1 Reactions Live Load Dead Load Total Load Uplift Load A OLb 10 Lb 10 Lb OLb B OLb 10 Lb 10 Lb OLb Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Ptf 0 PIE 7 PIf 7 Pif Span = 3 ft / 7 Combination Roof and Floor Beam{ 2000 International Building Code (97 NDS) ]Ver. v5031389 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03 -25 -2002 Project: VILINDA - Location: 4' HEADERS Summary: (2 ) 1.5 IN x 9.25 W x 4.0 FT / Select Fir-Larch - Dry Use Section Adequate By: 2391.3% Controlling Factor: Area / Depth Required 1.24 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams A 35 - Shear (Ibs) 0 -70 70 35 Moment (ft -lb) 0 -35 -70 -.0006 -.0003 Deflection (in) 0 .0003 .0006 Span 70 63 lbs 0 ft -35 - -64 Ibs @ 4 ft 63ft- Ibs 2 f Oin @2ft Controlling Load Cases: Shear: Critical shear created by dead loads only on all span(s). Moment Critical moment created by dead loads only on all span(s). Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A OLb 63 Lb 63 Lb OLb B OLb 63 Lb 63 Lb OLb Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 25 Plf 7 PIT 32 Plf w Span = 4 ft Span =oft B Combination Roof and Floor Beam( 2000 International Building Code (97 NDS)1 Ver: 5.03 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002: 4:25:11 PM Project: VILINDA - Location: 4' HEADERS Summary: ( 2 ) 1.5 IN x 9.25 IN x 4.0 FT / Select Structural - Douglas Fir -Larch - Dry Use , Section Adequate By: 2391.3% Controlling Factor. Area / Depth Required 1.24 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 Live Load: LLD= 0.00 Total Load: TLD= 0.00 Reactions (Each End): Live Load: LL -Rxn= 0 Dead Load: DL -Rxn= 63 Total Load: TL -Rxn= 63 Bearing Length Required (Beam only, Support capacity not checked): BL= 0.03 Beam Data: Span: L= 4.0 Maximum Unbraced Span: Lu= 1.33 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Roof Loading: Roof Live Load -Side One: RLL1= 35.0 Roof Dead Load -Side One: RDL1= 15.0 Roof Tributary Width -Side One: RTW1= 0.0 Roof Live Load -Side Two: RLL2= 35.0 Roof Dead Load -Side Two: RDL2= 15.0 Roof Tributary Width -Side Two: RTW2= 0.0 Roof Duration Factor: Cd -roof= 1.15 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load -Side One: FDL1= 15.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLL2= 40.0 Floor Dead Load -Side Two: FDL2= 15.0 Floor Tributary Width -Side Two: FTW2= 0.0 Floor Duration Factor: Cd- floor- 1.00 Wall Load: WALL= 25 Beam Loads: Roof Uniform Live Load: wL -roof= 0 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 0 Floor Uniform Live Load: wL- floor- 0 Floor Uniform Dead Load: wD- foor- 0 Beam Self Weight: BSW= 7 Combined Uniform Live Load: wL= 0 Combined Uniform Dead Load: wD= 0 Combined Uniform Total Load: wT= 32 Controlling Total Design Load: wT -cont= 32 Properties For. Select Structural- Douglas Fir -Larch Bending Stress: Fb= 1500 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1900000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties Fb' (Tension): Fb'= 1480 Adjustment Factors: Cd =0.90 CI =1.00 Cf =1.10 Fv': Fv'= 86 Adjustment Factors: Cd =0.90 Design Requirements: Controlling Moment: M= 2.0 ft from left support Critical moment created by dead loads only on all span(s). Maximum Shear: V= At support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 0.6 S= 42.7 Area (Shear): Areq= 1.2 A= 27.7 Moment of Inertia (Deflection): Ireq= 0.5 1= 197.8 IN IN = L1783334100 IN = L/98702 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 63 FT -LB 63 LB N3 N3 N2 N2 N4 N4 Combination Roof and Floor Beami 2000 International Building Code (97 NDS)1 Ver: 5.03 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002: 4:26:49 PM Project: VILINDA - Location: 5' HEADERS Summary: (2 ) 1.5 tNx 9.25 IN x 5.0 FT / Select Structurag - Dougtas Fir -Loch - Dry Use Section Adequate By: 1893.1% Controlling Factor: Area / Depth Required 1.55 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 Live Load: LLD= 0.00 Total Load: TLD= 0.00 Reactions (Each End): Live Load: LL -Rxn= 0 Dead Load: DL -Rxn= 79 Total Load: TL -Rxn= 79 Bearing Length Required (Beam only, Support capacity not checked): BL= 0.04 Beam Data: Span: L= 5.0 Maximum Unbraced Span: Lu= 1.33 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Roof Loading: Roof Live Load -Side One: RLL1= 35.0 Roof Dead Load -Side One: RDL1= 15.0 Roof Tributary Width -Side One: R1W1= 0.0 Roof Live Load -Side Two: RLL2= 35.0 Roof Dead Load -Side Two: RDL2= 15.0 Roof Tributary Width -Side Two: RTW2= 0.0 Roof Duration Factor. Cd -roof= 1.15 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 Floor Dead Load -Side One: FDL1= 15.0 Floor Tributary Width -Side One: FTW1= 0.0 Floor Live Load -Side Two: FLL2= 40.0 Floor Dead Load -Side Two: FDL2= 15.0 Floor Tributary Width -Side Two: FTW2= 0.0 Floor Duration Factor: Cd -floor- 1.00 Wall Load: WALL= 25 Beam Loads: Roof Uniform Live Load: wL -roof= 0 Roof Uniform Dead Load (Adjusted for roof pitch): wD -roof= 0 Floor Uniform Live Load: wL -floor= 0 Floor Uniform Dead Load: wD- floor= 0 Beam Self Weight: BSW= 7 Combined Uniform Live Load: wL= 0 Combined Uniform Dead Load: wD= 0 Combined Uniform Total Load: wT= 32 Controlling Total Design Load: wT -cont= 32 Properties For: Select Structural- Douglas Fir -Larch Bending Stress: Fb= 1500 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1900000 Stress Perpendicular to Grain: Fc perp= 625 Adjusted Properties Fb' (Tension): Fb'= 1480 Adjustment Factors: Cd =0.90 CI =1.00 Cf =1.10 Fv': Fv'= 86 Adjustment Factors: Cd =0.90 Design Requirements: Controlling Moment: M= 2.5 ft from left support Critical moment created by dead loads only on all span(s). Maximum Shear: V= At support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 0.9 S= 42.7 Area (Shear): Areq= 1.4 A= 27.7 Moment of Inertia (Deflection): Ireq= 1.0 1= 197.8 IN IN = L/401067100 IN = L/50536 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 99 FT -LB 79 LB N3 N3 N2 N2 N4 N4 A Combination Roof and Floor Beam[ 2000 International Building Code (97 NDS) )Ver. v5031389 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002 Project VILINDA - Location: 5' HEADERS Summary: (2) 1.5 IN x 9.25 IN x 5.0 FT / Select Structural - Douglas Fir- Larch - Dry Use Section Adequate By: 1893.1% Controlling Factor. Area / Depth Required 1.55 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams -40 - -80 - 100 50 Moment (ft -lb) 0 -50 -100 -.002 -.001 Deflection (in) 0 .001 .002 Span = 5 ft aft — .001in @2.5ft Controlling Load Cases: Shear: Critical shear created by dead Toads only on all span(s). Moment Critical moment created by dead loads only on all span(s). Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM W Reactions Live Load Dead Load Total Load Uplift Load A OLb 79 Lb 79 Lb OLb B 0 I h 79 I b 79 Lb O I h Span Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 25 PIT 7 Plf 32 Plf Span =5ft B 1 Uniformly Loaded Floor BeamE 2000 International Building Code (97 NDS)1 Ver. 5.03 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002: 4:29:20 PM Project: VILINDA - Location: HEADER BY FRIDGE FOR FLOOR Summary: ( 2) 1.75 IN x9.25 IN x 3.5 FT / 1.9E Micro lam - Trus Joist-MacMillan Section Adequate By: 8908.3% Controlling Factor: Area / Depth Required 1.07 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 Live Load: LLD= 0.00 Total Load: TLD= 0.00 Reactions (Each End): Live Load: LL -Rxn= 0 Dead Load: DL -Rxn= 61 Total Load: TL -Rxn= 61 Bearing Length Required (Beam only, Support capacity not checked): BL= 0.02 Beam Data: Span: L= 3.5 Unbraced Length -Top of Beam: Lu= 1.33 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 Floor Dead Load -Side One: DL1= 15.0 Tributary Width -Side One: TW1= 0.0 Floor Live Load -Side Two: LL2= 40.0 Floor Dead Load -Side Two: DL2= 15.0 Tributary Width -Side Two: TW2= 0.0 Live Load Duration Factor. Cd= 1.00 Wall Load: WALL= 25 Beam Loading: Beam Total Live Load: wL= 0 Beam Self Weight: BSW= 10 Beam Total Dead Load: wD= 35 Total Maximum Load: wT= 35 Properties For: 1.9E Microllam- Trus Joist - MacMillan Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1900000 Stress Perpendicular to Grain: Fc perp= 750 Adjusted Properties Fb' (Tension): Fb'= 2418 Adjustment Factors: Cd =0.90 C1 =1.00 Cf =1.04 Fv': Fv'= 257 Adjustment Factors: Cd =0.90 Design Requirements: Controlling Moment: M= 1.75 ft from left support Critical moment created by dead loads only on all span(s). Maximum Shear: V= 61 At support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 0.3 S= 49.9 Area (Shear): Areq= 0.4 A= 32.3 Moment of Inertia (Deflection): Ireq= 0.4 I= 230.8 IN kN = U682086900 IN = U155380 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 54 FT -LB LB N3 N3 N2 N2 N4 N4 2� A Uniformly Loaded Floor Beam[ 2000 International Building Code (97 NDS) Ater. v5031389 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002 Project VILINDA - Location: HEADER BY FRIDGE FOR FLOOR Summary: (2) 1.75 IN x 9.25 IN x 3.5 FT / 1.9E Microfam - Trus Joist - MacMillan Section Adequate By 8908.3% Controlling Factor: Area / Depth Required 1.07 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlbng Shear/Moment/Deflection Diagrams 35 - Shear (Ibs) 0 - 35 -70 60 30 Moment (ft-lb) 0 - 30 - 60 -.0004 -.0002 Deflection (in) 0 .0002 .0004 Span 70- ' Oft 54ft- Ibs 2 f — Oin 1.8ft Reactions Live Load Dead Load Total Load Uplift Load A OLb 61 Lb 61 Lb OLb B 0 Lb 61 Lb 61 Lb 0 Lb Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 25 Plf 10 Plf 35 Plf Span = 3.5 ft Controlling Load Cases: Shear: Critical shear created by dead loads only on all span(s). Moment: Critical moment created by dead loads only on all span(s). Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM W - 62lbsfa 4ft Span = 3.5 ft B 1 Uniformly Loaded Floor Beam( 2000 International Building Code (97 NOS) 1 Ver: 5.03 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002: 4:29:59 PM Project: VILINDA - Location: HEADER OVER FRONT DOOR Summary: (2 )1.75 IN x 9.251N x 3.5 FT 1 tNtiiIrcrolfam - Trus Joie MacMillan Section Adequate By: 8908.3% Controlling Factor: Area / Depth Required 1.07 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.00 Live Load: LLD= 0.00 Total Load: TLD= 0.00 Reactions (Each End): Live Load: LL -Rxn= 0 Dead Load: DL -Rxn= 61 Total Load: TL -Rxn= 61 Bearing Length Required (Beam only, Support capacity not checked): BL= 0.02 Beam Data: Span: L= 3.5 Unbraced Length -Top of Beam: Lu= 1.33 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 Floor Dead Load -Side One: DL1= 15.0 Tributary Width -Side One: TW1= 0.0 Floor Live Load -Side Two: LL2= 40.0 Floor Dead Load -Side Two: DL2= 15.0 Tributary Width -Side Two: TW2= 0.0 Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 25 Beam Loading: Beam Total Live Load: wL= 0 Beam Self Weight: BSW= 10 Beam Total Dead Load: wD= 35 Total Maximum Load: wT= 35 Properties For: 1.9E Microllam- Trus Joist - MacMillan Bending Stress: Fb= 2600 Shear Stress: Fv= 285 Modulus of Elasticity: E= 1900000 Stress Perpendicular to Grain: Fc perp= 750 Adjusted Properties Fb' (Tension): Fb'= 2418 Adjustment Factors: Cd =0.90 CI =1.00 Cf =1.04 Fv': Fv'= 257 Adjustment Factors: Cd =0.90 Design Requirements: Controlling Moment: M= 1.75 ft from left support Critical moment created by dead loads only on all span(s). Maximum Shear: V= 61 At support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 0.3 S= 49.9 Area (Shear): Areq= 0.4 A= 32.3 Moment of Inertia (Deflection): Ireq= 0.4 I= 230.8 IN IN = U682086900 IN = L/155380 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 54 FT -LB LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam[ 2000 International Building Code (97 NDS) )Ver. v5031389 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03 -25 -2002 Project VILINDA - Location: HEADER OVER FRONT DOOR Summary: ( 2 ) 1.75 IN x 9.25 IN x 3.5 FT /t.9EMicrolarri- TrusJost Section Adequate By: 8908.3% Controlling Factor: Area / Depth Required 1.07 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 70 -" 61 Ibs 0 f Span 35 Shear (Ibs) 0 -35 - -70 - 60 30 Moment (ft-lb) 0 -30 -60 -.0004 -.0002 Deflection (in) 0 .0002 .0004 Controlling Load Cases: Shear: Critical shear created by dead loads only on all span(s). Moment: Critical moment created by dead Toads only on all span(s). Deflection: Critical deflection created by combining all dead and live loads. Reactions Live Load Dead Load Total Load Uplift Load A 0 Lb 61 Lb 61 Lb 0 Lb B 0 Lb 61 Lb 61 Lb 0 Lb Uniform Loading Live Load Dead Load Self Weight Total Load W 0 Plf 25 Pif 10 PIf 35 Plf Span = 3 :511 LOADING DIAGRAM W Span =3.5ft - 62lbs @4ft �! 54ft- Ibs@2ft — Oin @1.8ft Roof Beams 2000 International Building Code (97 NDS) T Ver: 5.03 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03-25 -2002: 4:32:05 PM Project: VILINDA - Location: 4 HEADER Summary: ( 2 ) 1.5 l9.25 IN x all.1 ,GT ! Select Structural - Douglas Fir-Larch Dry Use Section Adequate By: 11625.7% Controlling Factor: Area / Depth Required 0.67 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adj= Total Uniform Load: wT= Properties For: Select Structural - Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =0.90 Cl =1.00 Cf =1.10 Fv': Fv'= Adjustment Factors: Cd =0.90 Design Requirements: Controlling Moment: M= 2.0 ft from left support Critical moment created by dead loads only on all span(s). Maximum Shear: V= At support. Critical shear created by dead loads only on all span(s). Comparisons With Required Sections: Section Modulus (Moment): Sreq= 0.2 S= 42.7 Area (Shear): Areq= 0.3 A= 27.7 Moment of Inertia (Deflection): lreq= 0.1 I= 197.8 0.00 IN 0.00 IN = U48000000 0.00 IN = U464556 0 LB 13 LB 13 LB 0.01 IN 4.0 FT 2.0 FT 6 : 12 240 180 35.0 PSF 15.0 PSF 0.0 FT 35.0 PSF 15.0 PSF 0.0 FT 1.15 7 PLF 4.0 FT 0 PLF 7 PLF 7 PLF 1500 PSI 95 PSI 1900000 PSI 625 PSI 1478 PSI 86 PSI 13 FT -LB 13 LB N3 N3 N2 N2 N4 N4 Roof Beam[ 2000 International Building Code (97 NDS) ]Ver. v5031389 By: MARK STEVENSON , MARK STEVENSON CUSTOM DESIGN on: 03 -25 -2002 Project: VILINDA - Location: 4' HEADER Summary: (2) 1.5 IN x 9.25 IN x 4.0 FT / - -Douglasfir•tarc •-- Dey` -tiee Section Adequate By: 11625.7% Controlling Factor: Area / Depth Required 0.67 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams A Span 20 -■ 13Ibs @Oft -20 - 20 10 Moment (ft-lb) 0 -10 -20 -.0002 -.0001 Deflection (in) 0 .0001 .0002 - 14Ibs@4ft 13ft-Ibs @2ft 0 in 2 ft Controlling Load Cases: Shear: Critical shear created by dead loads only on all span(s). Moment Critical moment created by dead Toads only on all span(s). Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM Reactions Live Load Dead Load Total Load Uplift Load A OLb 13 Lb 13 Lb OLb B OLb 13 Lb 13 Lb OLb Uniform Loading Live Load Dead Load Self Weight Total Load W O Plf O Plf 7 PIf 7 PIf W Span = 4 ft Span = 4 ft B 1 21 1 1'+ I+ Li Copyright, 2002 Mark Stevenson Custom Designs! The Purchaser of these plans is Granted a Single use License ONLY! Any Further reproduction of theses drawings in part or in whole is prohibited by Law. Any business or company copying these plans without written permission will be held liable. Designer is not an architect or engineer. The purchaser of these Plans shall assume full responsibility to secure a professional Contractor to oversee this project. We recommend a structural engineer on this project to ensure the integrity of the construction process. All drawings, specs and notes are subject to approval through your local jurisdiction and building official. We recommend following all local and state building codes be followed in the process of constructing this home. Designer has made every effort to ensure all code requirements are met. If there is any question at all your local building official has the final say and approval. These plans are for the purpose of constructing a single Home only and may not be used for further projects without written permission of designer. LA H / li 1'+ H NOTE ALL CONSTRUCTION SHALL COMPLY TO THE CITY OF REXBURG STANDARDS. LEGEND FOUND IRON ROD C EXISTING MANHOLE O £XIS 1NG POKER POLE ® EXISTING WATER VALVE EXISTING SENfRLINE EXISTING WATER LINE - x - EXISTING FENCE LINE Op - EXISTING OVERHEAD POKER LINE EXISTING TELEPHONE BOX O EXISTING POKER BOX Z EXISTING FIRE HYDRANT ▪ EXISTING LICHT POLE • CLEAN OUT LS LANDSCAPE AREA FINISH GRADE DIRECTION OF DRAINAGE SNOW REMOVAL AREA LAND USE LEGEND TOTAL SITE= 53225.25 SOFT (100X) AREA IN PAVEMENT, CURB, GUTTER & WALKS =9651 SOFT AREA IN LANDSCAPE= (39X) TOTAL 18 APARTMENT UNITS= 11, 144 SOFT (21 PARKING REQUIRED 1.5 SPACES PER APT.= SNOW STORA L TWO STORY 4 -PLEX (LONER FLOOR -5710) 68' FIN. GRADE CONC WALK x NORTH it III ��Iil 1.5" A SECTION SCALE. 1 " =20' CITY OF IDAHO FALLS STD. CONC. CURB 2" ASPHALT PA YEMEN I t 0 p.. CURB W /WALK N. TS. 6" OF 3/4 " CRAWL ALL NEW CURB SHALL BE POURED AS FLAT CURB ROAD BASE 257 00 — x x L = Ls X - x x - x - x - x SOUTH 412.50' SCORE SANCUT LINE 2 " D££P CONTINUOUS CONTROL JOINT 0 6" FROM FACE OF CURB ALONG LENGTH OF WALK FINISH GRADE IX MIN SPACES Tlq STORY 4 - PEE X (LONER FLOOR - 56.90) I:. TWO STORY 3 -PL£X (LO•R FLOOR- 59.30) ti NOTE. ALL IRRIGA NON GA TES TO DITOIES TO NEST TO BE ABANDONED op op SECTION N T S 7. I- 1/2 fir . SECTION N. TS IIA' Iu�IR�- ALL NEW CURB SHALL BE POURED AS FLA CURB X x - 4' UNLESS ONERIWSE NOTE& op CITY OF IDAHO FALLS STD, CON0 CURB 2" ASPHALT PA YEMEN T 6' OF 3/4 OPAYEL ROAD BASE OVER COMPACTED SUBORADE l5 UNSTABLE MA TERIAL THE CONTRACTOR SHALL UNDERCUT MINIMUM 20' & REPLACE INTH COMPACTED PIT RUN N 07F ALL WALKS & DOOR STOOPS IN FRONT OF BUILDINGS TO BE BY BUILDING CONTRACTOR NOTE NO PARKING ADJACENT TO CURB REMOV$ & REPLACE CURB AS IN FRONT OF BLOC ENTIRE LENGTH REOUIRE0. REPLACE PAVEMENT OF CURB TO BE PAINTED RED AND FOLLOI4'NC INSTALLATION OF PAVEMENT MARKED NO PARKING STORM': DRAIN. (ORE LANE). OP NORTH 155.50 op op Le o0 SITE SITE CONTRACTOR SHALL LOCATE ALL EXIST. SERVICES PRIOR TO CONSTRUCTING BUILDING PAD. Revision Q NOTE: ROAOWAT CURB & CUTTER TO BE CONSTRUCTED BY CITY L.I.O. 750 L.F OF FRONTAGE TO BE PAID 8Y &EYELOPER TO CI TY OF REXBURG THROWN L. ID ASSESSMEN APPROVED Br DA TE. (Car OF REXBURG) 1020 E. Lincoln Road Idaho Falls, Idaho 83401 SURVEYOR'S CERTIFICATE Robert Jon Meikle, depose and say that L am a Professional Land Surveyor, that I have surveyed the tract of land described in the Boundary Description attached hereto, that said tract was staked on the ground according to State Law and the map shown hereon. STATE Of IDAHO CERTIFICATE NO 8795 EXAMINING SURVEYOR'S CERTIFICATE I hereby certify that i have examined this plat and find it to be correct and acceptable as requued m Section 50 Date: CITY'S ACCEPTANCE The foregoing plat was duly accepted and approved by the City of Rexburg, Idaho by resolutioo adopted this day of 2002. Mayor City Engineer PLANNING AND ZONING APPROVAL The accompanying subdivision plat was reviewed and approved by the Planning and Zoning Commmssion of the City of Rexburg, Idaho, this day of , 2002. TREASURER'S AND ASSESSOR'S CERTIFICATE We, the undersigned County Treasurer and County Assessor fn and for the County of Madison, State of Idaho, having reviewed this plat per the requirements of Idaho Code 50 -1308, do hereby certify that all County taxes for the property shown and described on this plat as being subdivided, are current. Madison County Assessor Parcel Number(s) Date RECORDER'S CERTIFICATE (208] 524-6175 FAX 524-61E31 City Clerk City Surveyor Madison County Surveyor PIS 8252 Planning and Zoning Administrator Madison County Treasurer 305 of the Idaho Code. L hereby certify that the foregoing subdivision plat of the THiRD AMENDED PLAT OF VALLINDA TOWNHOUSES, in the City of Rexburg, Madison County, Idaho was filed for recording in the office of the Recorder of Madison County, Idaho on this day of , 2002 at m and recorded under Instrument Number , in Plat Book on page Madison County Recorder Tif/RO AMENDED PLAT OF VA L L /IVDA TOWNHOUSES IN THE C/TY OF REXBURG, MADISON COUNTY, IDAHO BE /N6 A REPL AT OF LOTS 3 THRU 6 OF THE 2ND AMENDED PLAT AND LOTS 7 AND 8 OF THE 1ST AMENDED PLAT ALL OF WHICH CAME OUT OF BLOCK 7, KL/NGLER ADDITION, IN LOT 4, SECTION 30, T. 6 N. R. 40 E., B.M. /38. 00 E.9S N W Cae/t/E,e .aL OC.(� 7 "Z //1/6 E.e .9.00/ 7/04/ TIUP DEF O ti to N 4. LOT 4 i ' ' (\ S /3 ') -.1 1 r v� \ \� ' v 1 �L 0 7 2 N S/X TH r°O /NT lair" 79 � I~ EAST 79.50 79. SO LOT N 0.z3 z r -- K. o N 2 Q LOT o tit 10 & O. 262.44". kip : I ; 4 A �V V h 89.20 WEST 47/74 . -it/d22 . OEE0 257 384 LEGEND & NOTES 50077-1 STREET EAST 79.50 38.5' -- - -1 I ' / �v „ � /3' I V v y ! /8' ..•- cl Na 4 /DD 0■ ■ 0.471/#/ C174/7X1V/1/E 5/5 D/ B ,e /iYGS' lNE7T 42.5 S LOT f3 � 023? 5 7 79.50 LOT 2 LOT f f O. 2/0 /V -- -- - -J h 70.86 15900 _Utility easements are ten feet wide unless otherwise noted 6 -.1 /8' .- I I L - -- _ = E 79.60 H70.8O 3 I 0 -- - -- N 4 - -•1 /$' .f • 1/2" x 24" Steel rebar set with plastic cap stamped 1.5.8795 0 5/8 " Steel rebar found with caps stamped L.S.3435 0 1/2" Steel rebar found with caps stamped 1.S.3435 © 5/8" Steel rebar found with caps stamped L.S.1027 1/2" Steel rebar found with caps stamped L.S. 1027 Common private driveway easement (widths as shown) This division contains 1 block with 5 lots. (0.244 acre average lot size./ According to the FEMA Flood Plain FIRM map, Madison County Community Panel No. 16065C00200. effective 6.1 -91, this subdivision lies in ZONE X, areas determined to be outside the 500 year flood plain. 31350 N. E CO,e/1/Z e f3LOre- 7 ESL / 6YE,e .400 /7/Oil/ 1 SCALE I" = 50' 0 10 50 100 .. - mar - - -- ` 5 %5 75 W ' i (1 )i " /NTE.e9ECT / ©N o L ; 4 TA 4/E5T .7.22'7 0 6 TA' 501/7.9" 9T.eEE C'E 4/7 /47‘.16 (FNp - 4/2/441 /r1/Z/M G'44. BOUNDARY DESCRIPTION Beginning at the Northeast Corner of Lot 1, of the 1" Amended Plat of Vallinda Townhouses, City of Rexburg, Madison County, Idaho; said POINT OF BEGINNING being 2/ 7.50 feet East of the Northwest Corner of Lot 2, Block 7 angler Addition to the City of Rexburg, Madison County, Idaho; running thence East 79.50 feet to the Northeast Corner of Lot 8 of the aforementioned Vallinda Townhouses; thence South 412.50 feet to the Southeast Corner of lot 5 of the Z Amended Plat of said Vallinda Townhouses; thence West 159.00 feet to the Southwest Corner of Let 4 of said 2' Amended Plat; thence North 257.00 feet to the Southwest Corner of Lot 2 of the aforementioned 1" Amended Plat; thence East 79.50 feet to the Southeast Corner of said tot 2; thence North 755.50 feet to the P0/NT OF BEGINNING. CONTAINING: 1.22 acres. OWNER'S DEDICATION KNOW ALL WV EY THESE PR,ES A/TS: that rye Or d_,.,.yserr are s!i 15c _ i ! tract of J. ntl i k «led th- d •!oily? . Description shown hereon Instrument No. 293436 and have caused the same to be replatted and subdivided into lots and a common driveway, and will he hereafter known as the THIRD AMENOFD PLAT OF VALL/NDA TOWNHOUSES in the City of Rexburg, Madison County, Idaho and do hereby dedicate for the perpetual use of the Public all parcels of land shown on this plat as intended for utility easements and that the common driveway (6allmda Lane) will be privately nramtamed and that the Townhouses are subject to any reservations, easements or Declaration of Rights-of Way of record. We further certify that the lots within tlu:s subdivision are eligible to receive water from the City of Rexburg and that said City has agreed in writing to serve said lots. IN WITNESS WHEREOF, we have hereunto set our hands this day of Arlen Dalton ACKNOWLEDGMENT STATE OF County of On this day of , 2002 before me the undersigned, a Notary Public w and for said State, personally appearet Arlen Da /ton, known or identified to me to be the person subscribed to the attached Owner's Dedication and acknowledged to me that he executed the same. IN WITNESS WHEREOF: l have set my hand and affixed my official seal the day and year first above written Notary Public for the State of Residing at Commission Expiration Date: IRRIGATION WATER RIGHTS It has been determined that the property included in this subdivision plat it, , no subdivision will not receive an irrigation water right. HEALTH DEPARTMENT CERTIFICATE DISTRICT 7 STATE BOARD OF HEALTH Date: 2002. 0 0051 Environmental Health Specialist go ‘1 Mountain River Engineering on Llrstricr c ots whin I hereby certify that sanitary restrictions required by Idaho Code Title 50, Chapter 13, Section 50 -1326 have hoer satrslied and this plat is hereby approved for recording by filing of this certificate herewith. cd/2