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HomeMy WebLinkAboutALL DOCS & RECEIPTS - 08-00231 - 333 E 5th S - New SFRConditional Occupancy Permit Community Development 19 East Main St janeiih@rexburg.org Phone: 208.359.3020x346 Rexburg, ID 83440 www.rexburg.org fox: 208.359.3024 August 13, 2009 Jeffrey Hancock 458 Yale St Rexburg, ID 83440 RE: Permit #08 00231 Dear Jeff: r0IO1 CITY O 1' REXBURG Anrericn' Family CannlltunitY You have requested an occupancy permit for 333 E 5`h S. At this time it appears all requirements have not been met for the issuance of a Final Certificate of Occupancy. However, it has been determined by the Building Department that a conditional occupancy permit may be granted until the following requirements are met: 1) Front sidewalk needs to be completed. 2.) Guard rail along park pad needs to be completed. 3.) Handrails along steps to lower terrace need to be completed. A temporary Certificate of Occupancy will be issued until 2/12/2010, at which time the above requirements need to be completed. Upon completion of the above requirements, please call the City of Rexburg Building Department at (208) 372-2326. An inspector will be sent out and a Certificate of Occupancy will be issued. Sincerely, re.. r6WL' Cassie Erickson Permit Coordinator/Tech epc%o4q�., CITY O F L, ' 'L'BJMG City of Rexburg 'Y--�W--- Department of Community Development nmmn's Famiy Connnu+,y 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 / Fax (208) 359-3024 PERMIT APPLICATION INVOICE Invoice Date06/11/2008 Application #:08 00231 Perm it Type.: Single Family Residential Project: 333 E5th S -Hancock Applicant: HANCOCK JEFFREY Site Address: 333 E5THS 458 YALE ST REXBURG,ID 83440 REXBURG, ID 83440 The following fee amounts for this permit application are unpaid at this time Fee Tran Fee Description Code Amount - Building Permit Fee 2832211 $ 3,658.00 Fire Impact 2035500 $ 184.61 Hookup Fee/Sewer 3534730 $ 1,000.00 Hookup Fee/Water 3434630 $ 1,550.00 Mechanical Residential Fixtures 2832212 $ 280.00 Park Impact Fee 3835500 $ 604.97 Permit - Electrical 2832213 $ 160.00 Plan Check Fee 2832220 $ 0.00 Police Impact Fee 0735500 $ 158.11 Residential Plumbing Permit Fee 2832214 $ 304.00 Street Impact Fee 3335500 $ 804.25 Water Meter & Parts 2534620 $ 317.00 Total: $ 9,020.94 Page 1 of 1 RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Date: Building Permit Number: ©'i -- QA/ 333.�. Project: , X Job Address: -�. 3�.�o�.Z' I Zoning: '� Number of Stories: a Basement: Yes No 4g� Unfin. Fixtures:.3I (Note unfinished basements as special wndition on permit) Floor Area(sf)-�.� 7n finished, unfurished,1*garage Mechanical Fee: I S fol The following comments based on the 2003 edition of the International Residential Code should be resolved before a building permit is issued. This correction list is not a building permit. The approval of plans and specifications does not permit the violation of any section of the International Residential Code or any federal, state or local regulations. PLAN CHECK A. rlans / L, -'To Scale �e egible Plot Plan 1/Flood Plain Floor / Foundation Plan 6 Section showing construction details ✓All Building Elevations " Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.) t- F s Calculation Sheets & L --floor Joist Details Mechanical Design I/Energy Calculations (8320 & Ch 11) B. Zoning (circle one — new zoning designations adopted in 2005) LDR1 12,000 sf min. (width 80 ft. min) LDR2 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft. min. with C.U.P. RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.P.. Other H 0 k I (Verify zoning requirements) C. Tse Single Family Duplex (LDR1 only Conditional use permit?) D. Set Backs (taken from eaves) /Front set back (32 ft. from curb) Note: 60% min of front yard green Rear set back (LDR1 25 ft. & LDR2 20 ft.) /, Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1 - 6' min.) Building -Height (maximum 30 ft.) E. Footings Proper Size (as per Table 403. 1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing) Rebar (244 continuous) Footing Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab — interior) F. Xoundation Foundation walls w/ rebar (city ordinance) ✓ 1/2" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. interior bearing walls) R403.1.6.1 on Drainage (foundations on sift soil shall be designed per R405) Damp proofing/Waterproofing to finish grade. R406.1 (fad. extends 6" min above grade R404.1.6) 42tawl-ace access of 18" x 24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.4) e Ventilation/Insulation =1 sf vent per 150 sf. (with moisture barrier 1 sf. per 1500 sq. ft.) and within 3' of each corner (insulate walls vent to inside of home) R408.2 ✓Grading slope away from house. R401.3 G. Frame Seismic Hold Downs and Braced Wall Panels (8602.10) Floors joists sized as per 8502.3, Wood I j oists sized per manufr. Joists Under Load Bearing Partitions shall be doubled. R502.4 SGirders sized per R502.5 or per manufr. Tables for engineered products Cantilevers (comply with R502.3.3 or manufr instruction) AFloor Sheathing314" min for joists 24" oc & 5/8" for joists 16" oc R503.2.2 C J J ) all (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3 `Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) R602.7 /aoof Trussesdesi ed according to 8802.10.1)35 # Snow and 90 mph winds (Local Conditions) v Rafter and Truss tie-downs.802.10. CR 5) /Attic Access 22" x 30" min. opening 80 P g (R 7) H. xterior Covering resistive barrier over exterior sheathing Masonry and stucco shall have weather g R703.2 & 703.9.1 I. Roof Covering and Ventilation ✓Roof Ventilation as per R806 Asphalt Shingles (slope>2:12) w/ ice protection. (Other type. to comply w/ R905._) J. Firewalls Garage/House drywall separation (protect ext. walls & beams supporting habitable space) R309.2 Door from Garage to House (13/8" solid wood or steel door, or 20 min. fire -rated door) R309.1 elling Separation (1 hr fire separation) Supporting structure also rated. R317.1 Tul wnhouses (2 hr separation & 4' overburn protection or parapet) -R317.2 w s parallel to and within 3 ft of property line w/ NO openings. R302 s in previous 3 items to comply with 8317.3 K. Cyeneral Requirements House Numbers R321 Half Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. 8303.3 Interior and exterior stair illumination shall comply with R303.6. �Ba •oom Fixture clearances comply with Figure 8307.2 One room. at least 120 sf.;I Other habitable rooms 70 sf min w/ a min. dimension of 7 ft. R304 *areas w/sloped ceilings less than 5 ft in height & furred ceilings less than 7 ft DO NOT comply *50% or more of the required area must beat least 7ft high in rooms w/sloped ceiling G W '� Egress clearance from window wells under cantilevered floors. 8310.2 ZI GI * g at Hazardous Locations 8308 =� mergency Egress in all sleeping rooms and basements with habitable space 8310 V "One required Exit Door shall comply with 8311.4 'Landings at top and bottom of stairways 8311.5.4, and each side of each exterior door. 8311.4.3 c8� Rise / Run (7 3/4" max. rise & 10" miy tread, nosing req'd if <l l") Mair Width (36" min), V'Stairway Headroom (6'8" min.) "'Handrails (34"to 38" above stair nosing)(R311.5) / V ~�ns for circular, spiral and winder stairways and bulkhead enclosures R311.5.8 Stairway Protection (enclosed accessible space under stairs shall be covered with 1/2" drywall) R311.2.2 Guardrails complying with 8312 vSmoke Alarms (each bedroom and common area and one on each level) (R 313) L. Energy Homes with glazing < 15% of gross area of ext. walls (Townhouses < 25%) to comply w/ Chapter 11. *Otherwise shall meet requirements of IECC for respective building type. N1101.2 iVapor retarder on warm in winter side of walls, ceiling and floors R318 Water Heater heat traps IECC 504.7 'ZDuct sealing and Plans match quantities & M. Mechanical ` Gas appliances not in bed) =��Ro m access 24" min widt er Vent length 25' max —Flue chase shown on plans report G2406.2 no. 2200. M1305 insulation shield) PfW t MiTek POWER TO PERFORM.' Re: 6208 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Summit Truss. Pages or sheets covered by this seal: 829757814 thru 829757815 My license renewal date for the state of Idaho is August 31, 2009. V December 30,2008 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job Truss Truss Type Qty Pty JEFF HANCOCK FLOORS Is for lateral support of individual web members only. Additional lempwory bracing to lnsurestoblrty duMg construction 6 me responsblty of the anti Additional pemionent bracing of the oveml structure 6 Me mWonsiblly of the building designer. Forgenaral0�idance regatlira _Mii_ek' My CiffMo. 05949 and Dal Buhl., Camponan1 fi.�-Inlmm udstion are e. an NbrLee . conaulta al.lPla 828757815 6208 F17A FLOOR 12 1 Summit Truss, St Anthony, ID N = 124 7.060 s Aug 6 2008111 Industries, Inc. rue Dac 3011:36:252008 Page 1 1811 k 1-7-14 211 1 , 2-0-0 2-0-0 4= vw 11 N 7 e Pr4== P 411 a4= 1 x s / 4 s e 7 1]1] 3411 qe= as 3-9.6 CUT 1 437 LBS NEW 0.5-8 BEARING 2-2.14 tda 11 1e114 GENERAL REPAIR NOTES: THIS REPAIR IS FOR CUTTING THE TRUSS AND PROVIDING NEW 0-5-8 BEARING AS SHOWN. 1. ATTACH 1/2' CDX, STIR. 1, PLYWOOD GUSSETS TO EACH FACE OF TRUSS WITH 10d NAILS (0.148" X 3.0") @ 6" O.C., 2 ROWS WITH MINIMUM AMOUNT OF NAILS SHOWN CIRCLED PER FACE OF EACH MEMBER. NOTE: 15/32, EXP. 1, 32/16 SPAN RATED O.S.B MAY BE SUBSTITUTED FOR PLYWOOD. LOADING (psi SPACING 1-7-3 CSI DEFL in (loc) 8defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Ve t(LL) -0.16 12-14 1999 360 MT20 169/123 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Ven(TL) -0.26 12-14 1656 240 BCLL 0.0 Rep Stress Ina YES WB 0.51 Herz(TL) 0.02 11 Na Na BCDL 5.0 Code ISC200S/rP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOTCHORD 2 X 4 OF 2400E 2.OE'ExcepV 11-13: 2 X 4 SPF No.2 BOT CHORD WEBS 2 X 4 SPFS Stud *Except* 3-16: 2 X 4 HF Stud REACTIONS (Ib/si2e) 17=2A)-",11=570/0-",16=104610-5-8 Max Uplift17=126(LC 3) Max Grav 17=130(LC 2), 11=571(LC 3), 16=1046(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3/625, 3.4/625, 4-5-770/0, 5.6-770/0, 57-1501/0, 7-8-1501/0, 59=1501/0 BOT CHORD 1517-328/59, 1516=0!170, 14-15/770, 13-14=0/1447, 12-13-011447, 11-12/998 WEBS 4.15=0/365, 2-1 7=2 513 61, 2-1-"2010,4.16-162310,9.11=103910,9.12=0/555, 514-78710 Weight: 66th Structural wood sheathing directly applied or 4-7-8 oc purlins, except end ventrals. Rigid ceiling directly applied or 10-0.0 oc bracing, Except: 5G-0 oc bracing: 1517. NOTES V- i IT (1' 1) Unbalanced floor live loads have been Considered for this design. 2) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) except 0=11s) 17=126. 3) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSITPI 1. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to 12 walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,Q N�' 9( qTF OF YoQ.'-11 MFR S . -I December 30,2008 A NAR M-Verj/Jy delgn palaerete,a and READ A1011315 ON MIS AkfVIML LIGE DAF R SJREFCBPAGE Wi74M9EFOREW- Desmon Cold for use any rith Wei comnectws. The desgn b based ony upon parameter Jaws. ofd k for an Indivitlual bulling cwlpanent. aff APploobiFy of design poromeri e t and proper Incorporation of component b nesponslbny of bulding offal - not true desgnw. Bracing Mi Is for lateral support of individual web members only. Additional lempwory bracing to lnsurestoblrty duMg construction 6 me responsblty of the anti Additional pemionent bracing of the oveml structure 6 Me mWonsiblly of the building designer. Forgenaral0�idance regatlira _Mii_ek' My CiffMo. 05949 and Dal Buhl., Camponan1 fi.�-Inlmm udstion are e. an NbrLee . conaulta al.lPla 7777 Greenback Lane, Site 109 avaltrlaobb from a 3l2NAbxaloha. SafetCities Heights. CA, 95610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x, y Failure to Follow Could Cause Property offsets areindicated.II 6-4$ dimensions shown Damage or Personal Injury Dimensions are b ft-in-sixteenths. sisixteenths. tf}-inaixteenfhs I� (Drawings not to scale) Apply plates to both sides of truss I I 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, Is always required. See BCSI. O -'/2. Truss bracing must be designed by an engineer. For 16" 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS C14 cza may require bracing, or alternative T, I, or Etminatar bracing should be considered. WEBS 4 3. Never exceed the design loading shown and never CI b„ stack materials on inadequately braced trusses. r R b 0 Ou x ; �yi ; o: 0 4. Provide copies of this tons design to the building For 4 x 2 orientation, locate U x° n designer, erection supervisor, property owner and plates 0-'n6' from outside 0- +` U all other interested parties. edge of truss. O 5. Cut members to bear rightly against each other. cza <o-r mss FO BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 87 6 5 joint and embed fuKnots and wane at joint required direction of slots in locations are regulaDy. ed by ANSVTPI 1. connector plates. 7. Design assumes trusses win be suitably protected from the environment in accord with ANSI/FI 1. Plate location details available In MITek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shat not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THELEFT. 9. Unless express N noted, this design is not applicable for use with Bre re ardant, preservative treated or green lumber. The first dimension is thelate P CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 10. Camber Is a non-structural consideration and B the 4 x 4 width measured perpendicular responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12. Lumber used shat be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or ESR-1311, ESR-1352, ER-5243, 96048, by text in the bracing section of the 95-43, 96-31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 spacing indicated on design. if indicated. 95110,84-32,96-67, ER.3907, 9432A 14. Bottom chords require lateral bracing at 10 U. spacing, BEARING or less. If no celing is Installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 0 2006 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or atter truss member or plate without prior approval of an engineer. reaction section indicates joint ® number where bearings occur. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, heath or performance risks. Consut with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review an portions of this design (front, back. words Plate Connected Wood Truss Construction. 1�(' and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. M IT�.\® is not sufficient. BCSI l : Building Component Safety Information, 20. Design assumes manufacture In accordance with Guide to Good Practice for Handling, POWER To PERFORM.- AN51/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet: MII-7473 rev. 10208 REXBURG City of Rexburg Receipt Number: 08-0379 Department of Community Development 19 E Main St. / Rexburg, ID. 83440 Phone (208) 359-3020 / Fax (208) 359-3024 Receipt Date: 06/24/2008 Cashier: CASSIEW Payer/Payee Name: HANCOCKJEFFREY Original Fee Amount Fee Permit# Parcel Fee Description Amount Paid Balance 0800231 RPROSHS003 Mechanical Residential Fixtures $280.00 0800231 RPROSHS003 Building Permit Fee $3,780.00 0800231 RPROSHS003 Residential Plumbing Permit Fee $304.00 0800231 RPROSHS003 Fire Impact $184.61 0800231 RPROSHS003 Hookup Fee/Sewer $1,000.00 0800231 RPROSHS003 HookupFee/Water $1,550.00 0800231 RPROSHS003 Park Impact Fee $604.97 0800231 RPROSHS003 Police Impact Fee $158.11 0800231 RPROSHS003 Street Impact Fee $804.25 0800231 RPROSHS003 Water Meter & Parts $317.00 0800231 RPROSHS003 Permit - Electrical $160.00 $9,020.94 Total: $280.00 Check Paymen $0.00 Number Amount $3,658.00 0164910465 $ 9,020.94 $0.00 Total $9,020.94 $304.00 $0.00 $184.61 $0.00 $1,000.00 $0.00 $1,550.00 $0.00 $604.97 $0.00 $158.11 $0.00 $804.25 $0.00 $317.00 $0.00 $160.00 $0.00 $9,020.94 Previous Payment History Receipt# Receipt Date Fee Description Amount Paid Permit# 08-0292 05/08/2008 Building Permit Fee 08-0292 05/08/2008 Plan Check Fee Payment Check Paymen Method Number Amount CHECK 0164910465 $ 9,020.94 Total $9,020.94 $122.00 0800231 $378.00 0800231 IRA D 0,14 2 5 2006 CITY OF REXBURG genpmtrreceipts Page 1 of 1 REScheck Software Version 3.7.3 Compliance Certificate Permit # Permit Date Project Title: JEFF & STEPHANIE HANCOCK Report Date: o4/f5/oa Data filename: Unlitled.rck Energy Code: 20031 ECC Location: Rexburg, Idaho Construction Type: Single Family Glazing Area Percentage: 151h Heating Degree Days: 8693 Construction Site: Owner/Agent: Designer/Contractor: r: 1 ■�II� ®■IIS Ceiling 1: Flat Ceiling or Scissor Truss: 1976 Wall 1: Wood Frame, 16" O.c.: 36.0 0,p 59 4046 22.0 0.0 190 Window 1: Vinyl Fmme:Double Pane with Low -E: 624 Door 1: Solid: 0.340 176 Door 2: Glass: 82 0.140 1 41 0.340 144 Basement Wall 1: Solid Concrete or Masonry: 1165 11.0 0.0 73 Basement Wall 2: Wood Frame: 225 22.0 0.0 11 Window 2: Vinyl Frame:Double Pane with Low -E: 32 Floor ti All -Wood JolstITNSs:Ovef Unconditioned Space: 0.340 1 Furnace 1: Forced Hot Air: 90 AFUE 304- 19.0 0.0 t4 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 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date JEFF B STEPHANIE HANCOCK - - ---' Page 1 of 1 0 NO/SIA1091S 31t/1S3 S771L! JN/77Ob' i irf• - -8 0 c7 O= =71, COO Ilk ff -`J •.t ' Vj :Ll nc r" ,,i3 23 Gb„ESO; -v 7 � i I � � I 1111 , �1 �• OJD rel � �'' - :moi � � - ---- •: 14 ♦=�^---•— (I .3 OO 0-011ty 06 90 N 61 CSO C3 ni c G O t I iJ ?° - �dl�r 90 cc 1 LU olk 66 ! j t0=to8 of � �186 •Lt71 H?',0N m •�o