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Home My WebLink AboutDOCUMENTS - 06-00379 - 527 & 529 Henderson St - New Twinhomet Internationa nergy Certifications I Ener� . Y Conservation C,ode (IE.CC) As per seciia-uIQ2.5 (IECC) all i�suktion ffistalled shall have, a certificate -issued. The c e.�z�c�e �haL - �.l - fie sio gae d and dated Ips �.g the qpe a -ad manffact- urer of -the msulation installed- The, u�.staller slialj also Pro'-VIde, initialthe i�staL1ed thickness, We settled thickness, the cave -rage area and the. number of bads zn.sialled fir blm�m or sprayed �ulatzon. 'W�hotaz-e blown -in - or sprayed insula -tion is instaUed-ffi als, floors,, azad flin-gs,�� cathhedsdl ce��aler �ha.� pro�qde a certification ca-��of -the �stalled density and R- .7-c�'.h�.s cerizfica�te shal�. be posed �noa conspicuous P,lac(,:% on the jib sit.... •: Roofkeffin,a insulation Roof/otiling i_usulation that is blown -m or sprayed shad be ideutifLed by thiclmtss maricers that are, labeled i -n �nches or mil eters ='ta]Jcd at least one dor every _3'00 square f�ct tba-oughout the attic. The markers sha11 face the attic access, be affaxed io the trusscs PrJo-i-sts and marked 1VI'th the umtial installed thickness and mi�aun settled thickness with numb ers a minimum of I ` in height _ Windows, doors and skylights Windows and doors aid skyligh�s bc graded in accordance t��.t�. NFRC 10 0 by anaxredited �.depe�de�i laboratory, and labeled andGecertified by tie �an�fact�re�. Sear Heaf Gam Coefficicnt (SHOC) of glazed fenestration products (wffido'SNIS, glazed doors:, and skylights) shah be determined IAW NFRC 200 The label shad bt affzxed to the item showi-aa the U factor. Where the label is not affixed and the U factor c nod be detennined Tabl,,Q,.,k- 102.5.2(t) or 102.5.2(2) (IECC) shall be used as a default. Ducts Duch tusidation when M*stalled in i�n.conditi.oned attics"or outside shall have at a min,; -morn. R -I I for supply and R-6 (R? m unconditioned areas for refi=s as per Table .Sa�.3.3.3_ All ducts mush be pealed. Wdter Heaters Heat traps ars requzred and,or insulation per Tabu `503.3.3.1 . Hot NVater Reei-rculating Syrs�ems - Hat Water ReeirCUatnp SySteM pipng Shall haeme pipes insulated m' accordance nthTable�04..� 'and Section_503.3",3.2_503.3",3.2 �..na .ave a manual shut off for vv-h' system is notzn use. Lighting .Ail, commxerc'al licrhting must comply ujth the CC, SII rooms in .rooms with 2 of more f=tures must be switched for bi le -vel hgh%_ag. _ Cer6fications from in taller posted on job site and mus- meet energy calcul.atioQs turned. m, v�fth, Plaw. U -factor must be on door,dowWi, aud skyli,�ffit at time of =Pection. . Duch insulation in accordance -Wfth Table 50 3. 3_3.3 Outside R -1 1 supply R6 ret= Inside uncondiizoncd space RI I supp.Y R2 retum_ Ducts =st be sealed. Water heat'crs to use head traps or insulation. Recirculating systwms =st have a. canveniemt shut off and be ius�a�er�, P� f 3 a M SNA E RIVER wPTER INTERNATIONA C..ODE COUNCI PO BOX 50220, IDAHO FALLS, IDAHO - (208) 612-8271 or (208) 782-3180 FEBRUARY 17, 2005) CODE COADUTTEE REPORT 2" X 2" FOUNDATION ko WASHERS IN IRC Section R642.1 1.1 of the 2003 Intemational Residential Code (IRC) requires the use of a minimum �� inch by 3 inch by 3 inch fo' dation si11 plate washer in Seismic Design Categories D1 and D -Y and Townhouses in Seisrnic Design Category C. However the 2003 Intemationat Building, Code (JBQ aUows the use €��' a 3/T 6 inch b 2 izzch by 2 inch plate washer in all Seismic Design. Categories D and E by S�ciian 2308.12.8. From the 2000 IRC Commentary and the 2043 IBC Structural Q&A Application Guide we find the reason stated for the 2x2 washers was to compensate for the common construction practice of over sizing boli hoes up to V4inch, The AF & PA 2001 National Design. Specificati0j, lection 11. 1.2.2 used as a referenced standard in both, the 20Q3 IBC and IRC states that such a sffl plate bolt hake shall be a madmum of 1/16 inch larger than the nominal boli diameter. The urger -square washers enable the nut to apply enough clamping action between the sill plate and foundation to prevelit longitudinal splitting of the sill plates and Toss of lateral load capacity. Cyclic testing after the 1994 Northridge Earthquake was used to verify the 2x2 washers were sufficient to provide the added surface area needed. This only works though if the nuts are tightened sufficiently. In the April 2002 SCC Code Changs Hearmgs the Building Seismic Safety Counc Co e Resource Support Commiitec (BSSC-CRSQ submitted Code Change RB82,02. This change added the 3x3 requiremet to the 20b3 IRC. The reason given for the code change was to correspond to the 2000 NEHRP Section' 12.5.3 recommending closer spacing between braced walllines. No data way given to suggest the 2x2 washers were nod sufficaient as used in. the IBC. IVEBRP is s'imijar to the old "It's only recommendation" code put out by TIUD. N On Februairy 17., 2005 the Snake River Chapter of the International Code Council mei and reviewed the above information. The members present vaned to recommend the use of the 2x2 SBC compliant washers in SRC applications under IRC Section R104.11 Alternate Methods of Construction.. The 11.6 inch maxfimum over sizing of hales wwillll still -be required or the 30 washers wiJ1 have to be used in Design Category D. The use of 2x2 washers in Des' ga Category C for V4inchoversized oversized holes was also recommended as an option to xeplaczi�g the sill places. Also, the 2003 ]BC Structural Q&A Application Guide dies not recommend couriers g of foundation sill plate anchor bolts without an engineered design accounting for the reduced in plane shear. The above i�farmat�on �s only a SincF_ Allen Cade; Snake River Chapter SCC 9 idel�ne and does not suercede the local Buildinz Officials authan* FOC_)NDATION DRAINAGE Section 405 of the X003 Intemational Residential Cade requares -ai-, dhains shall be provided around foundations. The CITY OF RE 3URG Buildina De-Partm.eni azad the City Engineer have decided not to enforce this rule, Almost all building lots located off of the hill and down in tho valley have a so 1-1 sftuciuxe, whieh consists of topsoil over gravel. Section 4D5 of the code includes an exception for well -drooled sails. Lots on the hill are ano�h.er subject altogether. They are almost entirely comprised of silt over bedrock. Foundation drainage could be very bene -ficial for most of theselots. Many houses on the hill have pari of their foundations bearing directly on the bedrock. As water sees into the sail (especially ining)sprit tends to drain downhill along the bedrock,, Some foundations acting as a dam divert the flow of water around them. This fiends the home to possible water damage in the basement. Foundation drains as coiled for in the Intemational bode should be installed at properties that match the descriptions given above. We w411 allow the contractors and developers to make this judgment call. Lacluded below is the code covering this "Issue? A SECTION R.405 FOUNDATION DRAINAGE R445.1 Concrete or masonry foundations. Drains shall he Provided around all concrete or masonry foundations that re- tain earth and enclose habitable or usable spaces Located below grade. Drainage tees, gravel or crushed stone drains, perfoxated pipe or other approved systems or materials shall be installed at or below the areata be protected and shall discharge by gravity ormechanicat means into an approved drainage system. Grave.4 or crushed stone drains shad extend at feast 1 foot (3Q5 mm) beyond the outside edge of the footing ari.d 6 inches (153 mm)above the top of the footing and be covered with an approved filter membrane mate r�a]. The tip of open joints of drain tiles shall be protected with strips of building paper, and the drain- age tiles or perforated pipe shall be' paced on a minimum of 2 inches (51 mm) of washed gravel or crushed rock at feast one sieve size larger than the tide point opening or perforation and covered with not fess than 61nches (I53 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 Said Classifica'- tion System, Group I Soils, as detailed in Table R405. 1. R405.2 Wand foundations. Wood foundations enclosing hab- itable or usable spaces located below grade shall be adequately drained in accordance with Sections R405.2.1 through R405.2.3. . R405.2.1 Base. A porous layer of gravel, crushed stone or coarse said shall be placed to a minimum thickness of 4 inches (102 mm)under the basement floor. Provision sham be made for automatic draining of this layer and the gravel or crushed stone wall footings. R40541-2,M-oisture barrier. A 6 -mid -thick (D.15 mm) poly- ethylene moisture barrier shall he applied over the porous toyer with the basement floor constructed over the poly- ethylene.. R495.2.3 Drainage system. In other than Group I soils, a sump shall be prodded to drw�n the porous layer and foot- ings. The sump shalt be at least -24 inches (61(3 mm) in dia- meter or 20 inches square (U.0 129 m2), shall extend at least 24 inches (6 10 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 shall discharge into an approved sewer system or to daylight. 2003 INTERNATIONAL ESI TI L CODED f ~4 7A TJ -Beam& 6.20 Sahel Number. 7004111209 0 51/8" x 21" Classic GlulamTm (24F - V8 DF) Psi Engine Versan:62D.16 THIS PRODUCT MEETS OR FXr-..FFn.q TNF APT IIFSIrm CONTROLS FOR THE APPLICATION AND LOADS LISTED `j Proiduct ffiawam is ConceptualL LOADS Analysis is for a Header (Flush Beam) Member-. Tributary Load Width: 16' Primary Load Group i Residential - Living Areas (p : 40,0 Live at 1 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ib Detail Other Width Length Live/Dead/UpIfft/Total 1 Stud wail 3.50+' 4,3311 +7040 2400 / 9440 By Others None Stud wail 3.50« 4.33 ; 3;1 704 / 240010/ 9440 By Others None -See TJ PE IFIE 'S I BUILDERS GUIDE for d t fls . By Others -Bearing length requirement exceeds input atsupport(s) 1, Supplemental I hardware i required t rrrrequirements. rrnts, DESIGN CONTROLS: Location Rt end Span 1 under Flay loading MID span 7 under Floor loading MID Span I under Floor loading MID Span I under Floor loading -Deflection Criteria: STAN D LL:: L 480,TL. U240), -Br L u) I compression edges (top andbottom) must be brace at 2114" ok unless d to iM otherwise, Proper attachment and posiboning lateral bracing is required to achieve member stability. ADDITIONAL TINAL NOTES: -IMPORTANT! The analysis presented 'is output from softwarie developed Trus Joist (Ti). TJ wants the sizing of its products by this 4 ll I c pl ed i accordance with TJ product design criteriaand code pt esbas. The s� i product application, input design ba: and stated dimensions have been provided by the software user.. This output has not been reviewed by a TJ Associate, -Not all produce are r ado availabLe. Chi with your suppler or TJ technical represmtafive for pWua -THIS L I FOR TRUE, JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS CLYSIS` -Allowable Stress Des0 methodology was used for Building Coe UBG analyzingthe TJ Dist6bution product listed above. -The analysis presented is appropriate for Classic Glu[ T beams by Weyerhaeuser. Operator......,,Q,., Andy Clark Tovmhomes PROJECT INFQRAAATIO f � t 527/529 Henderson -Clark _OPERATOR INFORMATION: Matt Bates BICC WEST 202 West Main P.O. BOX 188 REXBURG, !D 83440 Phone : (208)3W9292 Fax -.(208)356-3299 rebates@bmcwest.com Maximum Design Control Control Sher (Ibs) 9297 -7688 17220 Passed (45%) Moment (Ft -Lbs) 50357 50357 71015 Passed (71 %) Lige Load De#} (In) 0.446 0.542 Passed P583) Total load Defy (in) 0.598 1.0$3 Passed (U435) Location Rt end Span 1 under Flay loading MID span 7 under Floor loading MID Span I under Floor loading MID Span I under Floor loading -Deflection Criteria: STAN D LL:: L 480,TL. U240), -Br L u) I compression edges (top andbottom) must be brace at 2114" ok unless d to iM otherwise, Proper attachment and posiboning lateral bracing is required to achieve member stability. ADDITIONAL TINAL NOTES: -IMPORTANT! The analysis presented 'is output from softwarie developed Trus Joist (Ti). TJ wants the sizing of its products by this 4 ll I c pl ed i accordance with TJ product design criteriaand code pt esbas. The s� i product application, input design ba: and stated dimensions have been provided by the software user.. This output has not been reviewed by a TJ Associate, -Not all produce are r ado availabLe. Chi with your suppler or TJ technical represmtafive for pWua -THIS L I FOR TRUE, JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS CLYSIS` -Allowable Stress Des0 methodology was used for Building Coe UBG analyzingthe TJ Dist6bution product listed above. -The analysis presented is appropriate for Classic Glu[ T beams by Weyerhaeuser. Operator......,,Q,., Andy Clark Tovmhomes PROJECT INFQRAAATIO f � t 527/529 Henderson -Clark _OPERATOR INFORMATION: Matt Bates BICC WEST 202 West Main P.O. BOX 188 REXBURG, !D 83440 Phone : (208)3W9292 Fax -.(208)356-3299 rebates@bmcwest.com Ells Assn ENGINEERING 1 52...7 /529 Henderson St --Cook LEGAL, DESCRIPTION June 19, 2006 Beginning at the East V4eorner of Section 25, Township 6N rh, Range 3 E ast of t he Boise Meridian; running thence North along the Section line 594.00 feet to the TRUE POINT OF BEGINNING; i-iuuiing thence West 183.43 feet; thence North 65.42 feet to the South boundary line of Henderson Addition, Division No. 1, an Addition to the City of Rexburg, MadisonCountyL, Idaho; thence S -89153'41"E. (Record N.890,49`50"E.) along said Boundary line 183.43 feet to the East line of said Section 25; thence South 65.08 feet to the TRUE POINT OF BEGINNING. SUBJECT TO: existing road Right -of -Way and easements of record. CONTAINING: 11.96R Sa Ft rr n 975 ar-rPq t TRACT 2 Begmnmguat the East !/4comer of Section 25, Township 6 North, Range 39 East of the poise Meridian; n,,,n;,,g thence North along the Section line 507.00 feet to the TRUE POINT OF BEGINNING, running thence West 183.43 feet; thence North 87.00 feet. thence East 183.43 feet to the East line oiii, f said SPrtinn '� c• rhP„0A TRITE POINT OF BEGINNING. Jut3.IECT '1'U: existing road Right -of -Way and easements of record. CONTAINING: 15,958 Sq. Ft or 0.366 acres. 7.00 feet to the TRACT 3 Beginning at the East v4comer of Section 25, Township 6 North, Range 39 East of the Boise Meridian; rutu�ing thence North along the Section line 507.00 feet; thence West 183.43 feet to the TRITE POINT OF BEGINNING; mmninb thence West 146.57 feet to the East Boundary of Henderson Addition, Division No. 1, an Addition to the City of Rexburg, Madison County, Idaho; thence North (Record N.00'16"29"'E.) 152.69 feet to Northeast comer of Lot 2, Block 2 of said Division No. 1; thence 5. 8 9°53'41 "R ruP�„r,� N.89 °49'50"E.) along said Boundary line 146.57 feet; th TRUE POINT OF BEGINNING. SUBJECT TO: existing easements of record., CONTAINING: 223.3"60 Sq. Ft. or 0.513 acres. ence South 152.42 feet to the Ellsworth & Associates, Pile 253 1 s"Street P.O. Box 1822 Idaho Falls,, Idaho 83403 (208) 522 5414 FaX (208) 523 2614