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HomeMy WebLinkAboutBP, CO, APP & PLAN - 03-00067 - 911 Everett Pl - New 4-PlexINSPECTION RECORD NAME: Cowes -fort �',�vts��u.c�tbv� PERMIT# FOR THE CONSTRUCTION OR R 25 t n - (-ta�� Four > ° jS6B ADDRESS: Qll ` c yer P le�c e _ GENERAL CONTRACTOR: _SQwt -_ This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexburg. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approved Is 7?� i© -2- -03 - Building Inspector THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY. No work shall be done on any part of 1) Acomplete set of approved drawings along with permit must be kept on the the building beyond the point premises during construction. indicated in each successive N,OTICEIN 2) The permit will become null and void in the event of any deviation from the inspection without approval.. No accepted drawings. structural framework of any part of the 3) No foundation, structural, electrical, nor plumbing work shall be concealed building or any underground work without approval. shall be covered or concealed without approval. BUILDING 1 st Layout ..................... 2nd Footing ................... 3rd Foundation .............. 4th Truss ....................... 5th Framing ................... 6th Drywall .................... 7th Sidewalk ................. 8th Final ................. ........ 9th Occupancy .............. ELECTRICAL 1st Groundwork ............ 2nd Rough -in ................ 3rd Final ........................ PLUMBING 1 st Trench ..................... 2nd Service Connection 3rd Rough -in ................. 4th Heat Cable .............. 5th Final .................:...... For Inspections Call 359 -3020 24 Hour Notice A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUED PI TO FINAL ELECTRICAL & PLUMBING INSPECTIONS. E<� O� �O P.O. Box 280 c e u rl 12 North Center Street o Rexburg, Idaho 83440 PHONE (208) 358 -3020 STATE OF IDAHO FAX (208) 359 -3022 9 eCISHE EAWL c ay haIIgcLrexburgJd.us CERTIFICATE OF OCCUPANCY Community Development Department of Building Inspection Building Permit No: R- o� -10 -07 Applicable edition of code: ❑ International Building Code 2000 • International Residential Code 2000 • Uniform Building Code 1 997 Site address: 911 Everett Place Use and occupancy: Residential 4 /Plex Type of construction: Wood Frame Design occupant load: Residential Units Sprinkler System required: ❑ Yes ❑ No Name and address of owner: Comfort Construction 7403 S. 1St E. Idaho Falls, Id. 83404 Special conditions: NC> V-1 Occupancy: K Full ❑ Partial ❑ Temporary 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. Date: May 17, 2004 (12:19PM) C.O. Issued by: Official There shall be no future change in the existi pancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official ha re 'ewed and approved said future changes. Water Departme ire Department (j P State of Idaho Electrical Departme - (208 -356 -4830 ) ❑ Merlin Webster ry E. rk BUIL + PERMIT APPLICA REXBURG, ID THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. ;F DATE °c NO. .r " A) - C OWNER JOB ADDRESS PHONE a BUILDER ARCHITECT 1,- . , DESIGNER STRUCTURE: NEW U REMODEL U ADDITION O REPAIR U RENEWAL U FIRE DAMAGE RESIDENCE COMM. U EDUCATIONAL U GOVT U RELIGIOUS U FENCE U PATIO U CARPORT U GARAGE U AWNING FOOTINGS FOUNDATION BASEMENT FLOORS EXT. WALLS INT. WALLS CEILING ROOF HEAT INSUL PARTIAL WOOD WOOD WOOD U BUILT UP. U GAS ' CONCRETE ' CONCRETE U ', U MASONRY U MASONRY U FULL U CONCRETE U MASONRY U MASONRY "d WALLS RYWALL Q WOOD SH. U OIL U OTHER U OTHER NO U OTHER CRETE CONCRETE U PLASTER �OMP. SH. ❑COAL ($CEILING FLOORS VENEER RYWALL U TILE U TILE CI FIREPLACE ERIMETER U METAL U PLASTER U ACOUSTIC U ROLL ROOF AkELECTRIC U STUCCO U TILE ❑ OPEN U METAL This permit is issued subject to the regulations contained in thilUnifolm Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations. pertaining and applicable thereto: The issuance of the permit does not a ants, REMARKS: rI TY U17 2 DEPARTMENT OF BUILDING & ZONING CASH $ VALUE { g' ;a :HE /� , FEE PAID U CASH K , APPLICA15, BUILDING Vii: DATE ADDRESS WHITE-Ownees Copy CANARY- BuNd'mg DepanmeM's Copy PINK- Assemes Copy GOLDENROD - Inspects APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Date of Application Permit No. K - D 3 -10 - 0 ('P OWNER Name A YK E AS E t..tc,J Site Address q(, C ✓ C4 t� i ka-c-C . L 6 T (a Mailing Address City /State /Zip Telephone/Fax/Mobile CONTRACTOR // Name O v Mailing Address - 140 : 5 SQ . 1 '�-k gk. City /State /Zip Sabi tb FtA us S,, b3q o `t Telephone/Fax/Mobile 6 -2-q - qQQ PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied i Architect/ Engineer Subdivision f } (Oy&os Add how ,UI b - # - 'Z- Circle One Residential <Commercial Educational Name O O ?- - bS S Lot � to Block Government Remodel Other Circle One New House Addition/Remodel to House ew o mmercia Commercial Remodel Circle One Baseme one/ Finished/ Unfinished Other None Patio/ Carport/ Awning N/A i Lot Square Footage ?L Site_ P( & Lot Width Square Feet Gar a ge Square Feet I J A Number of Stories of Building q ?�L47U g q c What will structure be used for: Home Home Business <20i Commercial Other Will there be an apartment? If so, how many units y Total Estimated Cost Signature of Applicant _____ Are you in a flood plain I ********************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Building Permit Fees 9 1— Zone Plan Check Fees Fr ITY OF FiEXE3URG Building Type Plumbing Permit Fees 30Lj, °O OCT 0 2 2003 Digging Permit Fees Water & Sewer Fees 3 D 17. °° pA1D CASH $ �- �- Front Footage Fee 'HECK $ TOTAL $ °z a Signature of Inspector Issued by CITY OF REX13URG APPLICATION FOR PLUMBING PERMIT Bath Tubs Showers OWNER FEES Laundry Trays Water Heater 141 Wes&-Basin d Name i i 1 t _'n Ll Plumbing Permit .................... $ Address c, Sewer Inspection .....................$ Lot SM. Add. Inspection of Pipe .................... $ -Floor Drain Drinking Fountains Lawn Sprinklers Inspection of Fixtures ................ $ Dish Washing'Mach. 'Name j i Address _ Te 1. j NATURE :OF INSTALLATION TOTAL .Use Received: Date Rough Plumbing Septic Tank By Fixtures Water Piping 4Rt$PJ= OR'S jNBCOM Complete -Sewer N 0Eq="Hr,.F30N OF WORK Bath Tubs Showers fy Urinal Sink Trap Laundry Trays Water Heater 141 Wes&-Basin d -other Toilet Lslopsinks Aitclan,Sinks -Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing'Mach. -Clothesw"her W OCT 0 2 2003 ) CASH $ SUBCONTRACTOR LIST Excavation & Earthwork: 5 wr oec I - -ESX c"►`t oil) Concrete: I VL G Masonry: Roofing: KC, v t to D u IUCo — �40 Pt N (:.,- Insulation: t� (, t1��su 1 7e- u� Drywall: Painting: iii I', W Floor Coverings: tz, KPH _ Plumbing: M Z),DF --k) ►VL61 A) Heating: - �(� -t,L Co Electrical- l t`LT7; -1 C, SPECIAL CONSTRUCTION (Manufacturer or Supplier) Roof Trusses: Sal c— Floor f Ceiling j fill Cabinets: _ Siding /Exterior Trim: LAX i v z ,c F .err� vvs Other: ., , September 29, 2003 Val Christensen Building Official City of Rexburg 12 North Center Street Rexburg, Idaho 83440 Dear Val, Enclosed please find the reply to the plan review for Comfort Construction Apartments: Emergency Services Review As noted Fire Hydrant flows have not been established. This is in the process and should be completed within one week and will be established before any wood is added to the foundations. Smoke detectors will be provided in each sleeping room and in the corridors leading to the sleeping rooms. Building Official Notations: 1. Storm pond calculations are provided. See attached 2. Parking turnouts — See new Site Plan turned into John Millar 3. Trash Facilities — See new Site Plan 4. Accessible route — See new Site Plan 5. Dimensions — See new Site Plan 6. Structural calculations -See attached information from the Engineer 7. Exact locations of hold downs- Engineers Drawings and comments 8. Nailing and stapling pattern- Engineers Drawings and comments 9. Truss Details are attached 10. Special thickened washers (PL 3/16" ) will be used per IBC 11. Stairwell has been opened to comply with IBC. See Attached Sketch 12. Stair System has been changed to read 11 inches. (Drawings were accurate, notes were not. 13. All lower units will be constructed as "Type B" units with the appropriate grab bar backing, accessible thresholds and all other accessible features. 14. Smoke detectors will be installed per fire code. 15. Bedroom windows do meet egress per IBC 16. Firewall construction, including draft stops have been noted and will be included in the construction. 17. Fire separation at the floors between units will be maintained by double sheet rocking the ceilings of the lower units with 5/8 type x sheetrock. 18. The only plumbing elements in the fire separation walls will be the drains for the bathroom sinks and a cast iron no hub cross with galvanized nips will be used with fireproof caulking at the separation wall penetrations. 19. Attached are a copy of the energy calculations. Please review and let us know if there are other discrepancies or additions needed. Sincerely, Dean M. Mortimer Comfort Construction 1U /UG /LUUJ 11:41 NAA 5413388483 ARTISAN �' imffmmo 325 W. 13' Ave. ugene, OR 97401 (541) 338 -9488 F (541) 338 -9483 October 1, 20 ) Dean. M M!V o6druf Idaho Falls, 11) ARTISAN -ENGR LLC Re: Respons 9 Ito Structural Plans Review for 4 -Ptex Residential Unit to be built in Rexburg, ID (Prestwitch AI itects #2002 -055) Dear Dean: 7 ilol I understand that the 4 -plex that we had engineered for you last month is to be built in the Rexburg area:. We had completed our initial review assuming the 40 -foot x 43 -foot 4-plex residential str jeture was to be built in Idaho Falls. As such, the wind loading increased to 90 mpg at Expo:. re C and snow loading increased from 30 psf to 35 psf roof snow. We have checked and is ised our calculations accordingly. Please refer olthe following lists and our responses to the various structural items and ple change the b(t oed items on the plans. G. Pleasi efer to the attached calculations for adjustments to the calculations for snow loadin! I and wind loading. Also note that wind continues to control lateral fans& despite the rei i ion to IBC type seismic loading. The shearwalls need W be revised on the plans to Typ a A shearwalls to be nailed with 10d nails spaced at 2- 11nches on center. Use doubli i studs at all panel edges and stagger nails at double studs. Increase the holdd.)oiluns to be HD8 or PHD8. All remaining walls to be nailed with 80 at 4 inches n center. 7. Indica a on the foundation plan that the Holddowns are to be PHD8 or. HD8 at eslah and oi' ach Type A panel, total of 16 locations. 8. Staple s are not allowed for the shear panels and nailing spaces shown. 9. Truss 1 tails to be supplied by BMC West 10. Use h nivy variety of washers (PL3116 at anchor bolts per IBC requirements. Please have t enjoyed assis Sin rely, Timothy A. Prindpal. Afton E designer or building official make these changes to the submittal set. We ham I you on this project. Please call if you have questions. =71 0 v\ en, P.E. t` veering. LLC .. q . 1 r "/ Vp/ 4VU0 11.'!1 PAA 011000viod AA11AA1V-L1VUR LLU ARTISAN J: l GMEERIM' G, LLC Job No i�1'v� Page : ( of 325 W. 13th Avenu ) Eugene, Oregon 9' 1 -3402 -�^ By: A --) l Date: Tel (541) 3384488 www.artisanenginea Fax (541) 338 -9483 ing.Com rr-�• Project: l l '�. l tv . W, 0 cam ; T — j111n0 - f v - 'i� —- - - -� i i i r - - v — � - - Ait Ue='- svfi -E - I i - -- I ua.�r5c- ........... - - - 1— I F� i lU/ U4/ 4UUJ 11:41 PAA 0410JOU46d AK'1'1JAN -hAGK LLC L9j 0$ ARTISAN 1'. WGIMEERMIG, LLC Job No.: 3 `� • b3 pap: Z' ot. 3 325 W. 13th Avenix Eugene, Oregon 9 7bl (541) 338 -9488 • www.ardsanenglnel it Fax (541) 338 -9483 ng.com -y-�_ By: �.� "' Date: t ) Project: 64 prt I • r — -,— _ / ii 11 ; •I Jill. Qk ' T 1 ov 1 TAr A I 1 I UVA n) lu/ u4/ 4uuJ 11:41 CAA 04104OU40d Af(fiJAN L''INUR LLC 1 ' n�� ARr#sAm E; 17 h o - �'J . 1 IWP , I Ark GINEERING, LLC Job No.: 3 $ page: of 3 325 W. 13th Avenue' Eugene, Oregon 9. 1 = 3402 By: — rA .) Date: lot � Tel (541) 336 -9498 • www.artisanengine ►r Fax (541) 338 -9483 n g.com Project: /� �dYt -r 181ti'S+ 19J 04 D r V 17 h o - �'J . 1 IWP , I Ark ' �5 , i- i L 19J 04 D r V (lil �/ / / / / / ///� ///� gyp STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone(208)359 -3020 Fax(208)359 -3022 e -mail rexburg @ci.rexburg.id.us February 10, 2004 Timothy Wolden, P.E. Artisan Engineering 325 W. 13 Ave Eugene, OR 97401 Re: Attached letter to Comfort Construction Dear Timothy: I recently inspected one of the 4 -plex buildings you referred to in the attached letter. The contractor had not followed your instructions on a couple items therein. I only found 8 of the 16 hold -downs required and they were HTT16, not PHD8 or HD8. All the exterior sheathing was fastened with staples, which "are not allowed for the shear panels and nailing spaces shown." They said you were okay on an alternate to these items. Also the IBC requires anchor bolts with 2 "x2 "0/16" square washers at the bearing walls in the crawl space. They have not installed any in those footings. Have you addressed the crawl space sill plate connections differently for them? He may have already made this request from you, but I need a letter from you regarding any changes made to your engineered requirements. Thank you for your attention to this matter. Sincerely, d( -IkAzw 4 GUewS Quinton Owens Building Inspector 1U/ UZ/ 4UU3 11:41 rAA 5413389483 ARTISAN ! "V INEERING 325 W. 13' Ave. ene, OR 97401 (541) 338 -8488 541)338 -9483 October 1, 20 Dean Mortime r Comfort Cons tr ict `1710 Woodru f Dark Idaho Falls, I[► 113401 ARTISAN -ENGR LLC Re: Respons alto Structural Plans Review for 4 -Plex Residential Unit to be built in Rexburg, ID (Prestwitch Al titects, #2002 -055) Dear Dean: I understand Mat the 4 -plex that we had engineered for you last month is to be built in the Rexburg area:. We had completed our initial review assuming the 40 -foot x 43 -foot 4-plex residential str icture was to be built in Idaho Falls. As such, the wind loading increased to 90 mpg at Expo,; re C and snow loading increased from 30 psf to 35 psf roof snow. We have checked and I ev ised our calculations accordingly. Please refer t the following lists and our responses to the various structural items and please change the be 1 ed items on the plans. 8. Pleas[ efer to the attached calculations for adjustments to the calculations for snow loadint and wind loading. Also note that wind continues to control lateral forces despite the revi ion to IBC type seismic loading. The shearwalls need to be revised on the plans to Typ a A shearwalls to be nailed with 10d nails spaced at 2- inches on center. Use doublo studs at all panel edges and stagger nails at double studs. Increase the holdd ns to be HD8 or PHD8. All remaining walls to be nailed with 80 at 4- inche, On center. 7. Indica• a on the foundation plan that the Hoiddowns are to be PHD8 or. HD8 at each end d' each Type A panel, total of 16 locations. 8_ StapiE s are not allowed for the shear panels and nailing spaces shown. 9. Truss i tails to be supplied by BMC West 10. Use hi vy variety of washers (PL3116 at anchor bolts per IBC requirements. Please have t enjoyed assis Sin rely, m , Timothy A. Principal. Artisan E i i designer or building official make these changes to the submittal set We have ig you on this project. Please call if you have questions. 111 +, c r � a' �� li ��GC3 ` � •����` ion, P.E. nearing. LLC to 01 _07 17:51 FAX 5413389483 ARTISAN -ENGR LLC Rol ARTI 15maiNmwm 325 W. 1 e Ave Eugene, OR 87401 (541) 338 -9488 Fax (541) 338 -9483 February 10, 2004 Quinton Owe is Re: Respons a to 2 -10-04 Fax Transmittal Regarding Contractor Errors in Construc6pn Dear Quinton: a I have reviem ad your letter that points out the errors that you found at the 4-plex being buR in Rexburg by t;omfort Construction. I had talked to the Contractor earlier to explain that hold downs are required at the ends of the shear panels and not in the center of the p nets. This item needed o be corrected. While it is tru. 3 that I had a conversation with the Contractor regarding construction of the 4-plex and that stap es were a suitable substitute for nails in some cases, I was not awarelthat he did not have the - )ctober 1 letter that makes changes to the original construction drawings based on my revised ai ialysis for the IBC 2000 requirements. of 90 mph wind in Rexburg. This letter clearly states that the PHD8 or HDS holddowns are required and not HTT16. it also does not allo N the use of staples where nail spacing is 2- inches on center. It also addressed the need for t ie use of 2x2 square plate washers. I suspect the I the Contractor was working off a plan set that was released prior to the wind loading increases required by the IBC in Rexburg. At this time I cannot see that any of the October 1' le tter should be modified and you are correct in requiring the use of PHD$, 3h6 -inch plate washer.; and nails in lieu of staples. If the Builder used anything but these items, then he was not build ng to the approved plans. Please call if rou have questions. -� Timotv W ol den, P. E. Principal, Artisan f ngineering, LLC + �, 0,/10/2004 17:51 FAX 5413389483 Feb -10. 2004 5:13ANI ARTISAN -ENGR LLC No.0734 P. 2 lih 02 � o � P. G. t 88o a Sur 12 North C7enter Sum o Rexburg, 16ho 83410 Ph-0 (206) 36&4 = 96 ki 0 STATE OF IDAHO Fax (toe) 358-SM www_cI_rexburq.Id.us ^auburAeal•rWXW .ld.ue February 10, 1004 Timothy Wo den, P E Artisan E leering 325 W. 13 . kve Eugene OR 97401 p✓" 1 Re Attached letter to Comfort Construction Dear Timoth r I recently ins )ected one of the 4 -plex buildings you referred to in the attached letter. The contractor ha d not followed your instructions on a couple items therein. I only found 81 of the 16 hold-c owns required and they were HTT16, not PUDS or HDS. All the e&rior sheathing wa I fastened with staples, which `'are not allowed for the shear panels and nailing spa.co, shown." They said you were okay on an alternate to these items. Also thie IBC requires anchor bolts with 2 "x2 "x3/16" square washers at the bearing walls in the crawl space. They have not installed any in those footings. Have you addressed the crawl space sill plat ; connections differently for them? He may have already made this request from you, but I need a letter from you regarding any changes r lade to your engineered requirements.. Thank you for your attention to this matter Sincerely, Quinton Owe is Building lnspi:ctor z .: T REXBURG, ID. " o wr1i onurlo LYJVUl NON - ITEMIZED) Dale 04/04/03 Page 1 ,MFORT CONST. r "V 1110 # B04048 -3 DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: ORDER DATE 1 1 Confirmed 1 1 equ I! Date eliv Dale Roof Trusses JOB * SALES REP JOHN & MATT BY DATE BID 04/04/03 LAYOUT ENG.BY 1/ ! r JOSSRE PHONE S PROFILE LABEL QTY TIC PITCH SPAN CANTILEVER OVERHANG BRACING NOTES UNIT TOTAL B/C PITCH # ROWS PRICE PRICE /C LM B!C LM LEFT RIGHT LEFT RIGHT Al 2 40'00 0- 00 - 00 02 -00 -0 02 -00 -00 0 0.0.00 7z, vx� ' A2 19 4.0.00 0.0.00 0 -00 -00 1x4 7x4 02 -00 -0 02 -00 -00 2 e1 2 5.0.00 5 -00 -00 02 -00 -0 2 -00-00 0 0.0.00 2x4 7x4 sz s.o.00 0.0.00 15 OD -00 02 00 o z o0 00 0 DELIVERED PRICE $1,970.79 Tax is not Included In hid price shown!! , C)-o-c3l� ~"..^ ° ( -2 -0 -Q 6 -9 -8 _ , 13 -4 -0 20 -0-0 26-8 -0 33-2 -8 40 -0 -0 g2 -0 -Q 2-0-0 6 -9 -8 6-6-8 6 -8 -0 6 -8 -0 6 -6-8 6 -9 -8 2 -0 -0 Bc.l• • 1-70.9 5x9 nn f:e L i 10 -0- - _ 20 -0-0 _ 30 -0 -0 i 40 -0 -0 10 -0- 10 -0-0 10 -0 -0 10 -0-0 Plats Offaetc (X.Y : WF:03A.0 PI LOADING(paf) SPACING 2-0-0 CSI I DEFL In (bC) Won PLATES GRIP TOLL 35.0 PI91ea Irwteew 1.16 TC O.SB Ved LL) Na - N a M120 1871144 TCDL 7.0 Lumber Increaw 1.16 BC D.17 Vew�TL) -0.11 W x23] BOLL 0.0 Rep Shies fm YES WB 0.18 Hort(TL) 0.01 V Na &COL 7.0 Code USCB7IANS195 (MAN) tat LC LL Mn OOW = 240 Weight 100I1, LUMBER NOTES TOP CHORD 2 X 4 SPF 1650E 1.6E Max Grev 1) T)ae mdse het boon designed for the wind loadt BOT CHORD 2 X 4 SPF 16501' 1.6E AK = 23gbW cane 2) generated by 80 mph winds of 25 A above 0rotnd level, OTHERS 2 X A SPF Stud /Skl AL = "4( bad ease 21 Wno 7.0 per lop ehold dead bed and 7 -0 pat boK- shod AM 21•.(bad mere 2) dead bad, 100 ni from WWMosne -.,Ik e, an en BRACING AN - 30Nbed case 1) -Way category I, raMabn I enobtad N Mng. of TOP CHORD AE = 14gbad me 3) dimensbm 45 8 by 24 A Will os expure C ASCE 7 -93 per Sheathed or &0 -0 oe pS. uwM AD 230(bed use 3) UBC971ANSI95 If erd verlltals exist, they are nol BUT CHORD AC 231(bad use 3) expwed to wad. If canals na eAb6 they me exposed to Pj& telling dkeclly applied or 10-0-0 as br-kV. AB ° 231(lom use 3) wind. It porches exist, they we exposed to wind. The AA = 230(l.- rase J) Lanbw DOL Inaaaae b 1.33, end the plena grip increase la REACTIONS (blitz.) Z = 234(bad case 3) 1.33 B 384/40 -60 Y 216(bed rase 3) 2) Tune deelgned for wind loads in the plane of the base AF = 16a4O04 X . 303(bad was 1) -ly. Fam d. -mveed w watt (nwnrMr tntr face), oes V 384/4040 MITek $Iwdard Gable End D.IW AG = 188140 -0-0 FORCE& (b) - First Load Caw Only 3) NI prides are 1.50 M1170 unless othenviae indicated. AN = 196/40 -(1-0 TOP CHORD 4) Gable r.qullaa rr"Int. a b,,"- chard bearing. AI ° 188-760 -188-760 -0 AID • 62 B -C = -70 51 Gable studs spaced .12 04100. AJ = 1961400 -0 C -D - .41 D-E _ -35 6) Thls tnna has been detlgnad tar a 1D.D ptt bottom AK = 194140.0-0 E -F = 18 F -G = .36 chord live load non comurrant wah any older live bads pet AL = 2DWD4 " G -H 16 H -1 = 16 Table No 16 -8, UBC -97. AM 15&4040 FJ = 18 J -K = 18 7) Provide neohanbal connedbn (by olh-) of Was to AN = 303140 -0-0 K -L = 18 L-M = 37 be" plate capable of &Malin 136 to uplift al pill B, AE - 18674000 M-N = -37 WO = .37 141 b uplift at Joint V. 22 lb uprR at joint AG, 33 on up9R al AD = 196/460.0 O -P = -37 P -0 = -37 Joint AM, 30 lb uplin all Joint At, 30 to uplift el pint AJ. 31 Ib AC • 198/40 -00 D.R = -38 R -S = 16 uplift w John AK. 25 b upiM at pint AL, 48 b up9R el ]cent AB 188/40.60 ST -35 T -u = -4T AM, 22 b upfR et)=i4 AP 33 b cgGft el )olnt AD, 30 b AA • 104140 60 U -V = .70 V.W 52 '-Pont at 1,A A AC, 30 lb uplit al Ini AB. 31 to uplift at Jain Z - 20C✓ -o BOT CHORD AA. M b UpM at pint Z and aA to wfiR at Joint Y. Y = 156 B -AN 10 AM-AN = 10 X 30314060 AL -AM = 10 AK-AL 10 Mu He. AJ- AK = 10 Al -AJ = 1D LOAD CASEJS) - B = .30(bad ease 6) AH-AI = 10 AS-AN 10 Standard Mat Up4A - Ar -AG = 10 AE -AF = 10 B .136(In0 ceee 6) AO-AE = 10 ACRD 10 V - - 141(betl eeea 6) An = 10 AA-AB = 10 AG • - 22(bad case 6) Z AA = 10 Y -Z - 10 All 33(bad caw 5) X -Y = 10 V -X = 10 At * -30(bad use 5) WEBS AJ -3gbtd case 5) L -AF = -181 K -AG -166 AK = - 31(batl Case 5) JAN = .108 1 -AI = -188 AL = _215( bad were 5) H -AJ = -108 C:AK = -166 AM - ABI-d ceee 5) F -AL = -1TT D -AM -131 Al! ° - 22(bed case 8) C -AN = -285 M -AE _ -168 AO -330 -d Cella 6) WAO .189 O -AC = .168 AC - 30(lom pane 6) P-AB = -168 0 A = 180 AB = -30( load case 6) R -Z ° -177 T -Y - -131 AA = - 31(bad calls 6) U -X c -266 Z .25(bad Caere 6) Y = 48( bad rase 6) Max Grav & 814(bad rise 11 AF = 16g(tesd ceee 1 V = 6141lo d ceee a) AG = 240(f -d rise 21 AH = 230(loed ceee 2) AI 231(loed wea 2) AJ = 231 (load case 2) 3m = AN AM AL AK AJ AI AH AO AF AE AD AC AB AA 1 Y X 3.6 = SO = - - - -- --- ...�... rr ■..,4 ♦■�uun - + - 7� l✓VIV1 JALLJ (Q.) OU4 -I 6 -9 -8 __ 13-4-0 I 20 -0 -0 1 26 8 -0 33 -2 -8 1 40 -0 -0 A2 -0 - 2 -0 -0 6 -9 -8 6 -6-8 6 -8 -0 6 -8 -0 6 -6 -8 6 -9 -8 2 -0-0 ScW • 1:70.5 Sx6 = e nnf n E i 10 -0 -0 20 -0 -0 30 -0 -0 .4i 40 -0 -0 10 -0 -0 10 -0 - 0 10 -0 -0 10 -0 -0 Pleteohreelefx.Y): rB:to -ta•aa (co- soa3 -at :a3 -Da H - — — LOADMG(p.q SPACING 2.0 -0 CSI TCLL 35.0 TC0. 7.0 Plates Increase 1.16 TC 0.94 DEFL in (bc) Well Ved(ll) -D.40 K >964 PLATES GRIP m) 121) 19711M BCLL 0.0 Lumber lnv9ese 1.16 Rep Sir— Inv YES BC 1.00 Ven(Tl) .093 K -L >569 BCDL 7.0 Code LISCO71ANS195 WB 001 _ Her7(TL) 0.23 H n/. 1.1 LC LL W Vs." 240 Wepht: 146 lb LUMBER 0) PPOWs mecharkd connedbn (by ofy-a) of boas r TOP CHORO 2 X 4 SPF 2100E 1.6E beerinR plate capable or wNhsland q 910 b uplift at )oiM B BOT CHORD 2 X 4 SPF 1650E 1.6E no 910 6 up56 at )oml H. WFRS: 7 X 4 SPF SIud15td BRACING LOAD CASE(S) TOP CHORD Slwdard She~ or 1 -7 -B oc lowers aCT CHORD Rigid telling dkectly ePVIIcd or a2 -0 oc bradng . W EBS 1 Row at mldpl O.K. F -K REACTIONS I WO-) B = 2120106-0 H - 212010.5.5 Max Hv2 B - - 30(bad eese 8) Max UPlift 0 = - 910(loadwse 5) li = - 010(bed mo B) Max Grav B - 2201(loed ®sa 2) H - 2201(bad ease 3) FORCES (b) - Fist Load Case Only TOPCHORD A - 26 a -C a -4034 C-0 -4327 D-E :.3015 LT a -3015 F - 4327 G-H =-4834 H -1 a 26 SOT CHORD B -L = 4561 K -L c 3780 J -K a 3780 14.1 - 4564 WEBS LL s62 O L 577 D-K - .1083 E -K • 1a47 F•K -1063 F - i 577 0j • Z62 NOTES 1) This buss hn been deeigned br the wend bads generated by BD mph id. .125 0 above 9muod level, using 7.0 pot lop chord dead bad wd 7.D par bottom chord dead bad, 1D0 mi from M,edca- — rroline, en en ovuper T category 1, cond5loh I er�tbeed bued]ng, of dmpn. —S 46 It by 24 n With C ASCE 7.93 per USC97fANSl95 If end vedicals elder, they are not exposed 10 wind. It ontlle, asisl, they we exposed to w8d. If porches exist, ]hey we exposed t0 vdM. The ember DO( Increase is 1.33, and the plate grip increases 1.33 2) Design bed is based on 35.0 per spec8bd roof snow bed. 3) Unbel.nced snow bads have been n.;,W d for this design 4) O—h" has bean design for 200 limes I" bed 1 dead bad. 5) This truss ties Men dealgrM4 for a i0 m n (W beho chord live bad --n—rd with any other R.. I..ds per Table No. 16 -R, U9C -97. b d 1I= 314 = sxe = 7 -6-0 15 -0-0 17 - 0-0 2 -0-0 7 -6 -0 7 -6 -0 2 -0 -0 I 3rale • 1:30.9 nTim i 7 -6 -0 1i LOADINGIpef) I SPACING 2 -t1G I CSI I DIFFL In (loc) Ikon I PLATES GRIP TCLI J5.a Plata Incr L15 TC 0.60 Ven(LL) -Uxts B -F -099 CDL A41D0 tB7/144 T 7.0 Lumber Inaeaee 1.15 BC 0.41 V d(TL) -0.11 a -F >QOO BCLL 0.0 Rep Zone I— VF3 WB 0.14 t4,n(TL) 0.02 G Na 13CDL 7.0 Code LMC071ANS105 let LGLL Mtn Odor =240 WeIgH� 44 ro LUMBER TOP CHORD 2 X 4 SPF 2100E 1.0E SOT CHORD 2 X 4 SPF 1650E 1.6E WFRS 7 X 4 SPF Stud/Std BRACING TOP CHORD Shealbed or e-0-0 ac pu 11— BOT CHORD Rigid ceigng dtroCly applied or 10.0 -0 oc bracirg. REACTIONS (Maize) B gm" -e 0 MYd05A Max Horr e = 11(bed ease 6) Max Uplift B - 374(bed case 7) O - -574(kd vea 7) tdnx Gray 8 - 1033(bed case 9) D - .33(bad c 3) FORCES jb) -F►sl Load Case Only TOP CHORD A-B a 33 a -C = .804 C -D - -004 O -E = 33 DOT CHORD 9 -F a 820 D -F = 820 WEBS C-F = 102 NOTES 1) Thia truss Imo been designed br the Vhrd beds generated by 80 mph winds N 26 R above pround larval, wing 7.0 pgf top chord deed food end 7.0 pal bottom chord dead road, 100 mi from hurdano oeeanlin4, on on occupancy c >tgory 1, cort6fion 1,nolosed bulling, of dsnenabna 46 R by 24 It wMh exposure C ASCE 7.03 pm UBCOTIANSIg6 If ena vaabals ,del, they are not exposed to Wind. If cadavers eakl, they exposed to will. If pordres exbl, they are exposed to wlnd. The keeper DOL Inuaaee 4 1.33, all the plate grip b eroese k 1.33 2) D—go bed b passed on 35.0 pef speermd mof snow bad. 3) Unbalanced arrow bads have boon eortsxlarod for Ilk deelgn. 4) Overhang has been design for 2.00 Iimes %- bad - pees bad. 6) Thb Imse has been designed for a 10.0 pal bottom chord INe bad nanconcurrent with any oltw Irv, load& per Table No. 10.0, UBC -97. C) Provide mech -4cal 7oneclion(by others) of Irws to bearNg plate capable of Wehstandirg 374 b uplift al joint B and 774 b upOft m joke D. LOAD CASES) Standard 4aa v E 0 LOADING(psQ TC 11 35 .0 TCDL 7.0 BCLL 00 BCDL 7.0 SPACING 2-0.0 PW. Inures 1.15 L,anbx Inar " 1.15 Rep Slresa lncr YES Coda UBC97 /ANSI9S CSI TG 060 BC 0.21 U.06 (Malrixl DEFL h (bc) Mail Mail VOMLL) rda - Na VerXTL) -0.11 1 1215 H. LL L) 0.00 2 V. 1s1 LC Wit 1, = 240 LUM9ER NOTES TOP CHORD 2 X 4 SPF 1650E 1.0E BOT CHORD 2 X 4 SPF 1650E 1.6E 1) Thk hues has been daelgW fat the wind bed% OTHERS 2 X 4 SPF Slud/Sld genefelee by Bo mph whoa m 25 R above gmuld level, uae,g 7.D WI by of rd dead bad and 7.0 p%r bottom chop BRACING deed load. too M I— huhkene ore.rdlnw, on an TOP CHORD oetxpancy eategory 1, mndA'mn 1 reloaed buhdh,g. of 'r—l'", 45 A by 24 R wqh especuro C Art. 1 03 Sheathed at 6bDvu ptalkta. ROT CHORD por URC911ANS195 If end vadbeb Wat Ihay are rwt Rigid oeiang d acty WOW of t0 0a w bracing. eapoaed fo wind H eanHievan axlaC they am axpnrd b 14i,d. H porches oa61. IMy era expo.ed ro wind. The REACTIONS (Wales) kket et DOL Inotaeee k 1.53, and the plate grip I_ b 5 ` H - 368/15.0-0 2) Tntas designed fw wind bed% in the plane of Ute It= L = 56VIS -00 190/15 -0 -0 only. For etude a =posed to WM (m—) to lt. lace), sea - 1921,6 -0 -0 MfTak'St..ds d Gable End Dohs' 3 Gable mRdrea confln w bottom chord bowing. N N ` K 245115-0.0 41 Gablo elude apaced b 2-0-0 m J • 18V10.0 -0 S) TNa buss has been designed Ia • 10.0 pal bottom Mesa Hoe 245/16 -0-0 imrd il- load rprponovrenf wph any o0wr Ihre bads per _ Max Uplift W 1 t(bsd mesa 6) Table No- 16 -5, UP C-07. 6) .mulch ms hanieal wn di- (by or—) of Vasa la beerkg plate mpable of wthstattdirg 146 Ih tpNl B, B N 14 bad seas 7 ai )oinl d 6 b We" M job H. 46 b UPliR at joint M end 461b LVM M - 1491bad ease 7) fr,�t K. - K = - 40(load ss m 6 - 46(bad caw 5i M- C ' ` R LOAD CASES) N = "load wa 2) Standard L = 11"bed wa 3 Ig0(IDad case t; M 2550bad use 21 N = 245(load ewe t) K 255(IOad we 3) J 245Upm paae t) FORCES (Ib) -FImI Lead TOPCHORD Cate ONy A-6 = ea C -0 • -54 B-C = •82 D -E 16 F -F = -16 FL' _ 54 G -H z -g2 HI _ 64 BOTCHORD 6 -N = t4 L -M 14 W4 . 14 K-L + 14 J -K = 14 H -J = 14 WEBS E -L _ -164 O -M = -149 C -N = -224 G -J = -224 F -K • -130 PLATES GRIP Me20 1971144 We,gM 62 I fi -c -V -V 7-6-0 2 -0 -0 _,. 15 -0 -0 1 17 -0 -0 � 7 -6 -0 7 -6 -0 z-o -v Seals = ,.9b.6 Storm Water Calculations Presented to City of Rexburg Andrews Addition 2 Project # 03043 At FNQ� QQ4� ��p18T,cq�0 'yco 884 _ � 9G ` qTF OF 0 S ^0�� Prepared by Schiess and Associates September 2003 Andrews Addition 2 Schiess & Associates Project No. 03043 Volume Calculation - Stormwater Lo 450 ft Furthest water must travel to catch basin n 0.15 Manning's number for asphalt So 0:35% Slope of asphalt C 95% Factor for asphalt area A 447 ac Total impervious area Kerby / Hathaway Equation .467 Tc = .67 * n * Lo V - SO FAA Equation Tc = 1.8 *(1:1 —C)*J So'' Tc 22.21 min Tc 30.0 min Kerby / FAA Average i* 1.50 in /hr 25 year Intensity i* 1.75 in /hr 50 year Intensity i* 2.00 in /hr 100 year Intensity D 0.75 i 25 year D e pth D 0.87 in 50 year Depth D 1.00 in 100 year Depth Tc 37.72 min V 9,561 gal 25 year Volume V 11,155 gal 50 year Volume V 12,748 gal 100 year Volume * Intensities taken from Zone G precipitation curves Calculated by: CAP 1 of 3 Andrews Addition 2 Schiess & Associates Project No. 03043 Volume Calculation - Retention Pond Volume needed for 50 year storm 1 11,155 gal Volume stoored in retention pond 112,691 gal Retention pond will hold the 50 year storm Calculated by: CAP 2 of 3 Elevation Cumulative Triangle Factor 0.5 from Top Length Width Area Volume (ft) (ft) (ft) (ft ^2) (ft ^3) Slope 3 to 1 0 125 ,;, 70 0.2 123.8 68.8 4259 852 15,066 ft ^3 0.4 122.6 67.6 4144 1681 112,691 gal 0.6 121.4 66.4 4030 2487 0.8 120.2 65.2 3919 3270 1 119 - 64 3808 4032 1.2 117.8 62.8 3699 4772 1.4 116.6 61.6 3591 5490 1.6 115.4 60.4 3485 6187 1.8 114.2 59.2 3380 6863 2 113 58 3277 7518 2.2 111.8 56.8 3175 8153 2.4 110.6 55.6 3075 8768 2.6 109.4 54.4 2976 9364 2.8 108.2 53.2 2878 9939 3 107 52 2782 10496 3.2 105.8 50.8 2687 11033 3.4 104.6 49.6 2594 11552 3.6 103.4 48.4 2502 12052 3.8 102.2 47.2 2412 12535 4 101 46 2323 12999 4.2 99.8 44.8 2236 13446 4.4 98.6 43.6 2149 13876 4.6 97.4 42.4 2065 14289 4.8 96.2 41.2 1982 14686 5 95 40 1900 15066 Volume needed for 50 year storm 1 11,155 gal Volume stoored in retention pond 112,691 gal Retention pond will hold the 50 year storm Calculated by: CAP 2 of 3 a 0 m CL c 41) Of Andrews Addition 2 Schiess & Associates Project No. 03043 ITD - Zone G - Curve Data 25 yr 30 1.50 in /hr 100 50 25 10 5 2 50 yr 100 yr 30 1.75 in /hr 30 12.00 in /hr Intensity (in /hr) 5.9 4.1 1 3.25 2.6 1 2 5 3.5 2.8 2.3 1.75 4.2 2.95 2.45 1.95 1.5 3.4 2.4 1.9 1.6 1.25 2.7 1.95 1.6 1.35 1.05 1.7 1.25 1.1 0.91 0.74 5 10 15 20 30 Duration (min) 3 of 3 P.O. Box 280 Q ° ® ' 2 111 ( m G o.�1. �o I M F 12 North Center Street Rexbura. Idaho 83440 Phone (208) 359 -3020 STATE OF IDAHO Fax (208) 359 -3022 e -mail rexburg @srv.net �CI 1 , 1 me k .1, coq — Z"'Hn Design Standards Checklist Applies to 2 3 Multi- family dwellings Public Institutional Buildings Neighborhood commercial and mixed use buildings Standards: // 1. /End wall to end wall shall not exceed 160 feet _40' max. spaci between and must contain at least 2 of the following: a. Recess (e.g., deck, patio, courtyard, entrance, or similar feature that has a min. depth of 4 feet. b. Extension (e.g., floor area, deck, patio, entrance or similar feature that projects a min. of 2' and runs horizontally for a min. of 4 et; and/or c. AOffsets or breaks in roof elevation of 2 feet or greater in height. (To include up /down, sideways, or gables out from ridge). 2. Eyes from the street. (Applies to all or partial story) _All building elevations visible from the street will have 60% of the front (measured horizontally in lineal feet) with a _Min of 30% of the side elevations. d must contain at least 3 of the following: or to rches endows alconies bles ✓ Dormers 'kecessed Entries ✓Xrovered porch entries _Cupolas or towers ! Pillars or posts _Eaves min 6 inch _Bay windows _Decorative cornices _Balconies _Window trim min 4" wide _Decorative patterns on exterior finish —Scales/shingles _Wainscoting _Ornamentation _Similar features _Offset in building face or roof ( min. 16 ") _Alternative feature providing relief V ., \Nx Al� ED 12 ........ . .......... . - 71- Note: All bedroom windows meet egress qualik V ■ Klyht ev a 5�N i on .................... ------ ---- - -- ------- --- --- ---- ------ - ----- - ------ =7 LI ------- ------ -------- - - L � __ T A N A, V , X v A A A x .- x Le ev a - tiu - n Sheet List A01 - Elevation, A02 - Foundatioi) A03 - Main Floor Fia; A03- 2nd Floor , �I A04 - Cross Sectst-4 Area e'er Unit Sq, Ft Main 1: 1001 Sq Ft, ')0 2nd door Sq Ft- k I oral Sq, Ft I n34 OX) Main' wing Sq F1 LC 2nd i. wing Sq, Ft- 14 (Y) 0 0 0 0 0 10 C"I N N c\i 0 0 (D 0 z CD cL C) C) CN W ci, C) X Cll C: - M M (3) C.L 4j C , L -j C: z C) 0 IZ ILL C) c: ro 0 (j C) L T ) in M Cis C) tn Ul M 73 CD nt V) 4� < t. LO CD CD ( D 1 0 4 11=110 .2 7- co'llek X E 0 E is L! q 43 Cd -e nz U � ! k < .,\� W `� /4 Vtl ��S cc v LL. ��� U) "a CD NOTE'. to verify all site dimensions, location etc, prior to construction to ensure Oiat ail n!oi ifiation contained within this plan set conforms to existing conditions, and to ensure of local codes and ordinance-, as it pertains to the site location. Contractor to verity that all beam I header bizes, have been properly determined to match loading for the area in which this structure is to be buft, Refer to Engineered POOf 7rL Layout. and Engineeic-d Floor Joist Layout, for information regarding structural Irodfog data used to design Ithis structure_ ( Note ADS,PLLC does not provide this data as it j-,, provided by the distributors of the respective Poof Truss I Floor Joist Suppliers. eu 0 Sheet Number A r) -1 f AOA Rear Elevation XI: X Note: All bedroom windows meet egress qualik V ■ Klyht ev a 5�N i on .................... ------ ---- - -- ------- --- --- ---- ------ - ----- - ------ =7 LI ------- ------ -------- - - L � __ T A N A, V , X v A A A x .- x Le ev a - tiu - n Sheet List A01 - Elevation, A02 - Foundatioi) A03 - Main Floor Fia; A03- 2nd Floor , �I A04 - Cross Sectst-4 Area e'er Unit Sq, Ft Main 1: 1001 Sq Ft, ')0 2nd door Sq Ft- k I oral Sq, Ft I n34 OX) Main' wing Sq F1 LC 2nd i. wing Sq, Ft- 14 (Y) 0 0 0 0 0 10 C"I N N c\i 0 0 (D 0 z CD cL C) C) CN W ci, C) X Cll C: - M M (3) C.L 4j C , L -j C: z C) 0 IZ ILL C) c: ro 0 (j C) L T ) in M Cis C) tn Ul M 73 CD nt V) 4� < t. LO CD CD ( D 1 0 4 11=110 .2 7- co'llek X E 0 E is L! q 43 Cd -e nz U � ! k < .,\� W `� /4 Vtl ��S cc v LL. ��� U) "a CD NOTE'. to verify all site dimensions, location etc, prior to construction to ensure Oiat ail n!oi ifiation contained within this plan set conforms to existing conditions, and to ensure of local codes and ordinance-, as it pertains to the site location. Contractor to verity that all beam I header bizes, have been properly determined to match loading for the area in which this structure is to be buft, Refer to Engineered POOf 7rL Layout. and Engineeic-d Floor Joist Layout, for information regarding structural Irodfog data used to design Ithis structure_ ( Note ADS,PLLC does not provide this data as it j-,, provided by the distributors of the respective Poof Truss I Floor Joist Suppliers. eu 0 Sheet Number A r) -1 f AOA Rear Elevation NOTES: 1. SEE DEVELOPMENT DRAWINGS FOR WATER & SEWER & STORM DRAIN SERVICES IN THE CITY RIGHT OF WAY. 1 10' PERMANENT UTILITY EASEMENT 1 FW =FACE WALK TB--=TOP BACK CURB I 10 3. THERE IS NO CURB & GUTTER IN PRIVATE PARKING LOTS (THE SIDEWALKS ABUT THE I ASPHALT PARKING LOTS). THE ASPHALT GRADE AT THE SIDEWALK IS 6" LOWER THAN THE SIDEWALKS. SB 9'48'14" W 592.12' l ' / \ 0 • LOT 6 8.32 3 TRASH FAC LITIES - �o• 11.62' ���j n � =54.80 EVERETT PLACE _ TBC =54.95 / 24.34' TBC = .85 55 � TBC =54.70 b TRASH FACILITIES TRASH FACILITIES � `- � SIDEWALK (T r' Cp 24' LINE 24' 101 V93 7 O •� '� � 25' SETB CK �, / Z FW =56.50 / cn °- / 9.04' ra .e O /� SE i T5' z !q CK 3 _ o -- { 27.51' l l UNE 3 m + / in n w I — -- -- - 7 f - - - -I -O- 8 - - T 9 LO LOT 10 LO L - -- - - - -- - -o - d - - -- - 30.82' 4-- SWALE -! ' z m w rn z 23.07' � FW =54. STORM MANHOLE I STORM FW - 55.50 I \ FW =55.65 FW =56.50 I ' SCALE 1 "= 60' o 10 \ RETENTION POND FW =54.65 m WITH PER ERATED I U GRATE L O OPENING FOR STORMWATER N I FW =54.1\ \ I I ENTRY INTO SWALE I I �SsoNAL. F/yG ANDREWS ADDITION � , i O� FC R HO \ I I DIVISION NO. 1 LLJ \ Z I \ 9 3� \ -- �— -- - - - -_� I 9G�ga ,aP i I y S C C) DRAWN: (CHECKED: _ _ _ _ _ 6 KJR PROJECT NO. I �7 ,S hies & �ssoci .Tes 51 I t P LAN LO S 03043 N0. REVISIONS BY DATE DESIGNED: APPROVED: coo ept is I n, p cny �o S. — sin datoil or d , KJR PHS ENGINEERING• PLANNING -LAND SURVEYING _ SHEET NC- con tnc Property 5 nia it Aseo wand CAD NAME: HORZ. SCALE: 1 " = 60� authorization a I� R C .� n I� I I n t\I T n shall t be o hi ss k any form wthout the written C0PYRIOHTt)2003 rization of Schu,Fssociates. \ /FRT C!`ni c. NOTES: I . SEE DEVELOPMENT DRAWINGS FOR WATER & SEWER & STORM DRAIN SERVICES IN THE ' I CITY RIGHT OF WAS'. 1 10' PERMANENT UTILITY EASEMENT 2. FW =FACE WALK ' 10 7BC =TOP BACK CURB t \ 3. THERE IS NO CURB & GUTTER IN PRIVATE PARKING LOTS (THE SIDEWALKS ABUT THE I ASPHALT PARKING LOTS). THE ASPHALT GRADE AT THE SIDEWALK IS 6" LOWER THAN THE SIDEWALKS. — \ S89'48'1 4"W 592.12' i � s, O i � F� ..- .. -. -__ / \ 7 0 8.32' / \ 3p• O LOT 6 TRASH FAC LITIES - �o 11.62' ' - EVERETT PLACE =5480 TBC =54.95 � rn TRASH FACILITIES TRASH FACILITIES TBC =55.85 / N 24.34• TBC =54.70 - \ SIDEWALK (T Q- 24' d�_ 4 � 24' 25' SETB CK LINE 1 �• / / X \ — — 2 9.58' d Q z _ 9.0 4' FW =56.50 / — CD g ° a a > _ 18' 5' SE / z w m Ck vi / SINE 3 27.51' / � m Zh � o LOT 7 LOT 8 LOT 9 LOT 10 / Ln p ' r to - SWALE 30.82' . LOT i 1 / Z z m -F z ' w � 23.07' FW =54.10 STORM MANHOLE SCALE 1 60' o STORM FW -55.50 WITH PERFERATED FW =55.65 FW =56.50 I I \ RETENTION POND FW =54.65 I GRATE w I OPENING FOR STORM WATER In FW =54.1\ ENTRY INTO SWALE I CD \oNAL FNc \ ANDREWS ADDITION I Lil I ���G\ST RFo I I DIVISION NO. 1 z ui > < - - - - -- 42fl3 i — — — — — —� Q 9G Tq OF \9POclb� DRAWN: CHECKED: PROJECT NO. NO. REVISIONS BY DATE DESIGNED: APPROVED: S chiess & Associate SITE PLAN LOTS 6-11 03043 - oonce i ar any po thereof in detail ar de ann KJR PHS ENGINEERING- PLANNING -LAND SURVEYING pt the property t sanieee & Associates d CAD NAME: HORZ. SCALE: 1 ° = 60' ' SHEET P — 1 shall not be copied in any farm without the written _S4 authorization of Schiess & Associotes. VERT. SCALE: _ _ COPYRIGHT ®2003 ANDREWS ADDITION DIV. 2