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Home My WebLink AboutMULT DOCS - 04-00167 - 668 & 670 Eaglewood Dr - New Twinhomei Mll 3 0 z m uv 4 Z rn LN7 TO 0 I E2 T 0 r m m 0 W c m u CD 0 C) C) z m m jo N m C�7 N m z 0 n CTJ z In L El Fj- 0 F -I �a a� z - C) 3D m L L - C) 3D m M m a) rn J M > 0 �,M 0 27 ED M M 0 0 > r C) m z 9 0 X 0 z m m k 0 al M) M m GO z 0 0 a z m m 27 ED M M 0 r C) m z 9 0 X 0 z m m k 0 al M) M m GO z 0 0 a z m m La, in 0 m1 71 M m mA m �m 0 N 0 x 'a M CD a CL a 7o rr c CDi M Y) ' CD cr) 0 CD CL �.. i iID c -! - r CD ,�. CL cz OUC 0 -D Z� i�l'7 F 0 C) cn X rn >r ~• W CD ACti rm m M. o 0---, �Z z M, zm rrT aQ o roM co =O pM fi m� zV m �m i .'t> A CO mA m �m 0 N 0 x 'a M CD a CL a 7o rr c CDi M Y) ' CD cr) 0 CD CL �.. i iID c -! - r CD ,�. CL cz OUC 0 -D Z� i�l'7 F 0 C) cn X rn >r ~• W CD ACti rm m M. m v o 0---, �Z z M, zm rrT aQ o roM co =O pM fi m� m v 71 m �Z , 52 zm aQ o roM co 0 0 fi m� zV m �m i .'t> A m v 71 m , 52 rr, o co m v 0 X11 m 3 y w ci CD co CD CD m 3 0 r-+ rteCD+ r z r i � r ' • i r w ■ i i r X11 m 3 y w ci CITY OF REXBURG BUILDING INSPECTION SEQUENCE Type of inspections: For on-site cans#ructian, from time to time the wilding officiar, upon notification from the permit holder or his agent, shad mike or cause to be made any necessary inspections and shall either approve that portion of the construction as competed or shail notify the permit holder or his agent wherein the same fails to comply with this cod�. 1. LAYOUT: Lot corners slaked, staking in place for building, prior to excavation: 2. FOOTING: {commonly mads after poles or piers are set or trenches or basement areas are excavated. Forms and horizontal reinforcing tied in place, vertical reinforcing cut and on fob site or tied in place. 3. FOUNDATION INSPECTION: The foundation Inspection shall in�iuded excavations for thickened slabs intended for the support of bearing wars, partitions, structural supports, or equipment and special requirements for wood foundations. All farms and reinforcing steel, etc., shall be in place. 4. PLUMBING, MECHANICAL AND ELECTRICAL: Rough inspection: Commonly made prior to covering or concealment, before fixtures are sed, and prior to framing inspection. 5. TRUSS INSPECTION: Inspections of trusses. 6. FRAME INSPECTION: Commonly made after the roof, all framing, firestopping, draftstopping and bracing are in place and after the plumbing, mechanical and electrical rough inspections are approved. (Electrical inspection performed through Stade of Idaho Electrical Bureau) 7. LATH AND/OR WALLBOARD INSPECTION: Commonly made after all lathing and/or wallboard interior is in place, but before any plaster is applied, or before wallboard joints and fasteners are taped and finished. 8. FINAL PLUMBING AND HEATING INSPECTION: All systems in place, fixtures set, ready for occupancy 9. SIDEWALK INSPECTIONS: After forms are set, prior to placing concrete. 10. FINAL INSPECTION: Commonly made after the building is completed and ready for occupancy. 11. OCCUPANCY PERMIT: Issued when, on final inspection, building is ready to occupy. 12. OTHER INSPECTIONS: In addition to the called inspections above, the building department may make or require any other inspections to ascertain compliance with this cede and ocher laws enforced by the building department. INSPECTION CARD The permit holder or his agent shall post the inspection record on the job site in an accessible and conspicuous dace to allow the building official to make the required entries. The record shall be maintained by the permit holder until the final inspection has been made and approved. have read the above and will comply in my requests forinspections by giving 24 HOUR NOTICE prior for inspections to be made. Electrical: 3.5.6-4830 Building: X59-3024 ex 3 1 or 3 1- 3 Plumbing: 3 x 313 or 359-3034 Signat e: [?ate: 4)01.� G) FOUNDATION DRAINAGE Section 405 of the 2000 International Residential Codi requires that drains shall be provided around foundations. The CITY QF REXBURG Building Department and the pity Engincer have decided not to enforce this rule. Almost all building Tots located off of the hill and down in the galley have a sail structure, WhICr1. CDnS1StS of tDpSOII over gravel. Section 405 of the code includes an exception for well -drained soils. Lots on the bill are another subject altogether. They are almost entirely comprised of silt over bedrock. Foundation drainage could be eery beneficial dor most of these lots. Many houses on the hill have part of their foundations bearing directly an the bedrock. As water seeps into the soil {especially 'in spring} it tends to drain downhill along the bedrock. Some foundations acting as a daze divert the flow of water around them. This lends the home to possible water damage in the basement. Foundation drains as called for in the International Code should be installed at properties that match the descriptions given above. We will allow the contractors and developers to make this judgment. call. Included below is the code covering this issue? SECTION R405 FOUNDATION DRAINAGE R405.I Concrete or masonry foundations. Drains shall be provided around all concrete or masonry foundations that re- tain earth and enclose habitable or usable spaces located below grade. drainage tiles, gravel or crushed stone drains, perforated 11 pipe or other approved systems or materials shah be installed at or below the area to be protected and shah discharge by gravity or mechanical means into an approved drainage system. Gravel or crushed stone drains shall extend at least I foot (345 mm} beyond the outside edge of the fooling and 6 inches (1.53 mm) above the tai of the footing and be covered with an approved filter membrane material. The tap of open joints of drain tiles shall be protected with strips of building paper, and the drain- age tiles or perforated pipe shall he placed on a minimum of 2 inches (51 mm) of ,washed gravel or crushed rock at least one sieve size larger than the file joint opening or perforation and cowered with not fess than 6 inches (].53 mm) of the same material. Exception: A drainage system is not required when the foundation is installed on well -drained ground or sand - gravel mixture soils according to the Unified Sail Classified- tion Systerri, Group I Solis, as detailed 'in Table R4Q5.1. 8445.2 Wood foundations. Wood foundations enclosing hab- itable or usable spaces located below grade shall be adequately drained in accordance with Sections R405.2.1 through 84(35.2.3, 05.2.1 Base. A porous layer of gravel, crushed stony or coarse sand shad be placed to a minimum thickness of, 4 inches (102 mm) under the basement, floor. Provision shall be made fotomatic draining of this layer and the graved or crushed stone wall footings. R405.2.2 Moisture barrier. A 6 -mil -thick (0. 15 mm) poly- ethylene moisture barrier shall be applied over the parous layer with the basement floor constructed over the poly- ethylene. R405.2.3 Drainage system. In other than Group I sails, a sump shall be provided to drain the porous layer and foot- ings. The sump shall be at least 24 inches (610 mm) in dia- meter or 20 inches square (0. 0 129 mz), shall extend at least 24 inches (610 mm) below the bottom of the basement floor and shall be capable of positive gravity or mechanical drain- age to remove any accumulated water. The drainage system shalt discharge into an approved ewer system or to daylight. 2000 INTERNATIONAL RI EN TIAL CODES 65/Z5/2064 18:57 2884584452 To- Quinton FSA 359-3022 Phone.--_ From: Alan Cook Fax: Phone-- 757-9254 : 5/25/2004- I' Subs - Townhome plan corrections for braced waff nanels Comments", QUU'HtOn, TWs will be the new bay size to ensure the T -mg" mirL required for the biraced wail panels as vire discussed, per phone calt 11anks PAGE 01/02 Z� a / 7.,� 0 39vd VOOZ 6E GV =Q; AeN and 6Mp Ty7\u�yure�\Aangsus�s6u?MeJ L ..�...�..��,�4 ....Y...tir' �....... ..yam �..°. .. ... _ .ate a ''"moi ° i..a =..a•Qa iaala Nlki � °.a4..�c •�•. •M W ii 4lk5►'Pl 1 11 tH +M6 i�+** 1• +I ..1. -ii 1.1 l flit . i `..%yr -i�. a.. ��..• 1 k T n Z/1 L*,Ll li�� aaaa ate` ---r}W 4' ._ ... W _ �Y-� 1TP�LLL _ � : O T tOOZ/�iZ /90 C nQJ-.Il - 05/25/2004 1;57 2084584452 To- Quinton Fax 359-3022 phone From: Alan Cook Fax: Phone: 757-9254 5/25/2004 - Subject: -- Townhome plan correctjoms for braced wall nanefs Comments-. Quinton., This will be the new bay size to ensure the 2"-8"1 min. r�quired for the braced wall panels as we discussed pm- phoiie calf. PAGE 61/62 dow DATE: 16 TOS ME c141, omp-n-Lyn tt: PHONE -a STATE OF IDAHO TRANSMITTAL FROM: AM - CITY OF REXBURG P O_ BDX 280 REXSURG , IDAHO 83440 FAX # (208) 359-3022 PHONE# (208) 359-3020 Please forward this fax transmittal Additional message: 0 tO the above named Jnd I l . THIS IS PAGE I OF PAGES W P9 Box 280 12 NorhCenter Street Rexbuq, idaho 83440 Phone X08) ;3020 Fax (208) 359-3022 e R rcxburg9srv.nE!t SUBCONTRACTOR LIST Excavation & L wrP. i C c) n crete: Masonry-.. Insulation: C I Pa*lnting.- Floor Cir' - Ilumbinrt: He.ating: Electrical: Raaf Truss ct-5-1S.: 4= Fibor 1 Ceiling Joists - C a b 1'n e IS.- ng/Exterior Trim: V Other: 0 SPECLAL CONSTRUCTION (Manufacturer or Supplier) Lt