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Home My WebLink AboutPLANS - 06-00564 - 810 Griffin St - New SFR Mechanical4 C4 A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information V SYSTEM WARNINGS \e/ Do not splice Par a1rlosure less than three times the cantilever length from face of cantilever's support. I LEVEL NOTES I File Name: 36 -Olympus Building Group Womack.JOB Level Name: Main Level Plotted: 11/15/2006 08:54 Design Status: Main Level ... 11/15/2006 08:51 Roof......... Not Designed NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 55 Lowest Rating: 42 Highest Rating: 74 Glued & Nailed Decking is Required Direct Applied Ceiling of 1/2" Gypsum is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing - 16" "Unless noted otherwise Layout Scale: 1/8" = 1' NOV 2 0 2006 L CITY OF REXBURG TAPert. `%na�OX HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H1 36 IUT11 10-NIO 2-N10 Hanger Notes: JOB COMMENTS 36 -Olympus Building Group Womack Job DB -87 CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 03403 (208)557-5056 FAX: (208)529-3610 SYMBOL LEGEND O Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) 1 of 1 FOR THE TJ•XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.42 (9693) C6.42 D6.42 86.42 P6.42 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A38 38' 117/8" TJI 110.1oist 1 1 A32 32' 117/8" TJI 110,1oist 1 12 A28 28' 117/8" TTI f10.1oist 1 7 A24 24' 117/811 TJI 110.loist 1 4 A22 22' 117/8" TJI 110.ioist 1 6 ASB 18' 117/8" TJI 110.1oist 1 2 A16 16' 117/811 TJI 110.loist 1 10 A14 14' 117/811 TJI 110.1oist 1 6 Al2 12' 117/8" TJI 110,1oist 1 4 AS B' 117/8" TJI H0.1oist 1 11 A6 6' 117/8" TJI 110,1oist - 1 8 A4 4' 117/8" TJI 110.1oist 1 2 MI 4' 13/411 x 9 1/2" 1.9E Microllam LVL 2 2 M2 12' 1 3/4" x 11 7/8" l9E Microllmn LVL 1 2 M3 10' 13/4" x 11 7/8" 1.9E Microl lam LVL 1 1 ACCESSORIES LIST Rml 16' 1 1/4" x 117/8" 1.3E TimberStrand LSL 1 14 Pct 7' 10 3/4" 117/8" TJI 110.1oist 1 1 Bk1 1' 2 1/4" 117/8" TJI 110 Blocking Panels 1 17 Bkl" 3' 5 7/8" 117/8" TJI 110 Blocking Panels 1 1 Shl 4' x B' 23/32" Panels (24" Span Rating) 1 55 Bk", Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board; Pc, Parallel Closure JOB COMMENTS 36 -Olympus Building Group Womack Job DB -87 CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 03403 (208)557-5056 FAX: (208)529-3610 SYMBOL LEGEND O Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) 1 of 1 FOR THE TJ•XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ-Xpert 6.42 (9693) C6.42 D6.42 86.42 P6.42 BMC WEST 117/8" TJI 110.10ist A32 U I L DING M ATER 1A IS S1 A complete TJ-XperT TrOmIng prorr r'cqu"r=� "sw See Trus Joist Framer's Pocket Guide for Product Trademark Information I�01 SYSTEM WARNINGS Do not splice Parallel Closure less than three times the cantilever length from face of cantilever's support. LEVEL NOTES File Name: 36 -Olympus Building Group Womack JOB Level Name: Main Level Plotted: 11/15/2006 08:54 Desiqn Status: Main Level ... 11/15/2006 08:51 Roof......... Not Designed NOTE: Level desiqn times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loadinq Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Ratinq Information: Weighted Average: 55 Lowest Rating: 42 Highest Ratinq: 74 Glued d Nailed Deckinq is Required Direct Applied Ceilinq of 1/2" GYPSUM is Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing c 16" "Unless noted otherwise �LJTJAXpert HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product Label Top Nails Face Nails Member Nei is Notes HI 36 IUTII 10-N10 2-NIO Hanger Notes: JOIST AND BEAM LIST Plot ID Length Product A38 38' 117/8" TJI 110.10ist A32 32' 117/8" TJI 110.10ist A28 28' 117/8" TJI 110,101st A24 24' 117/8" TTI 1101oist A22 22' 1t 7/8" TJI 110.101st A18 18' 117/8" TJI 110.101st A16 16' 117/8" TTL 110.10ist A14 14' 117/8" TJI 110,I01st Al2 12' 11 7/8" TJI 110.10ist AB 81 it 7/8" TTS 110.10ist A6 6' 117/8" TJI 110 Joist A4 4' 117/8" TTI 110 101st Ml 4' 1 3/4" x 9 1/2" 1.9E Microllam LVL M2 12' 13/411 x 117/8" 1.9E Microllom LVL M3 10' 1 3/4" x 117/8" 1.9E Microllam LVL ACCESSORIES LIST Plies Qty 1 1' 1 12 1 7 1 4 1 6 1 2 1 SO 1 6 1 4 1 11 1 8 1 2 2 2 1 2 1 1 Scale- Ile" V I E3'5 11/4" x 11 7/8" 1.3E TimberStrand LSL 1 141 0 3/4" 117/8" TJI 110.101st 1 17 1/4" 11 7/8" TJI 110 Blockinq Panels 1 1 7/8" It 7/8" TJI 110 Blocking Panels 8' 23/32" Panels (24" Span Rating) 1 55 lenqth blockinq panel cuts Panels; Rm, Rim Board; Pc, Parallel Closure ��_�SYMBOL LEGEND NOV 2 0 2006 Point Loa Line Load Area Load CITY OF REXBURG O Detail Callout La bel (See Framer's Pocket Guide) Required Bearing Lenqth in inches 70B COMMENTS (Adequate bearinq has been provided if bearing length is not indicated.) 36 -Olympus Building Group Womack Job DB -87 page 1 of 1 CREATED BY FOR THE TJ-XPERT WARRANTY W set SEE FRAMER'S POCKET GUIDE P.BMC O. Box 1831 Idaho Falls, ID 83403 preliminary Layout (208)557-5056 FAX: (208)529-3610 for Review and Approval TJ Xpert 6.42 (9663) C6.42 D6.42 66.42 P6.42 HENDERSON ADDITION DIVISION #3 6 BLOCK 7 LOTS 1-8 BLOCK 2 LOTS 17-21, BLOCK 6 LOTS 1-1 , PART OF THE NE 1/4 OF SECTION 25, TOWNSHIP 6 NORTH, RANGE 39 EAST. MADISON COUNTY, IDAHO REXBURG LDS STAKE CHURCH SITE INST. NO. 173676 ROUNDARY DESCRIPTION Commencing at the True Point of Beginning at the Center Quarter Comer of Section 25, Township 6 North. Range 39 East of the Boise Meridian, Madigan County, Idaho as recorded in Instrument Number 267991 • running thence NOC17'06-W 989.J1'feat along the north -south section One of said section; thence N89.49'491E 854.76 feet to the west boundary of the Henderson Addition, Division 2: thence SOC16'29'F: 806.67 fast along said boundary• thence continuing along sold boundary N8743'31'E 18]4 feat; Uen ce mritinving along said boundary SOC15'55"E 149.01 feet to the northern boundary Of the Wastotes Subdivision: thence continuing along paid boundary S89'48'44^M 872.80 feet to the True Point of Beginning. Parcel contains 19.483 aces. OWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: that we the undersigned an the owners of the tract of land Included within the Boundary Description shown hereon and have caused the same to be platted and divided into Blocks, Lot. and Stmets, to be hereafter known a. HENDERSON ADDITION DMSION NO. 3, Madison County, Idaho and we do hereby dedicate to the Public, oil simple and rights-of-way as shown hereon. The easements shown hereon am not dedicated to the public but the right to use said easements am hereby perpetually reserved for public utilities, roadway elopes, drainage of for any other use designated on the plat We also cerify that the loin shown on this plat am eligible writing lltmsame said ceive water lots. Wesewer also from that this suwbdiNalonand 1. nsold ot Mn nthe aFIRMhas delineai d reed in 100 -year flood plain. IN WITNESS WHEREOF. we have hereunto set our hands this_day of2008 Vr-T.-nde—m.n Frances A. Henderson ACKNOWLEDGEMENT STATE OF IDAHO on mks day of .200, below rap. the udeng am, a Habra Public in and far pow State, persondb appeared W.R. HENDOE6 -, orad FFMNG6 A HEHDUMN loom b me to be try egnen of try above Own" Cereficas a prindpolp, and have executed the same far the purgwe therein emntbmd. IN W,,M WHDSDF, I have hereunto set my hand and of6xed pry offktd peal the dry and year first above written, ry or a freddin9 In Caanb. Cammivagn E�imOon Osie: (ITy15-IMEPTANCE This foregoing plat was duty accepted and approved by the City of Rexburg, Idaho by resolution adopd this day of .2008. Mayor City Clerk City Engineer Planning @ Zoning SURVEYOR'S CERTIFICATE I Kurtia J. Roland, depose and say that I am a Professional Land Surveyor, that I hasp surveyed the exterior boundary of the tract of land described In the Boundary Description attached hereto, that sold tract will be staked on the ground according t State Law Section 50-1303. State of Idaho. And the Interior monument, for the aubdNialan will be set in accerdace with Section 50-1303, Idaho Code. CERTIFICATE NO. 9369 EXAMINING SURVEYOR'S CERTIFICATE I hereby certify that i have examined this plat and find it to be correct and acceptable as required in Section 50-1305 of the Idaho Code. Date: Profea+ionat Innd Surveyor Cert No. TREASURER'_ CERTIFICATE I the undersigned County treasurer in and for the County of Madison. State of Idaho, per the requirements of Idaho Code 50-1308, do hereby certify that all county property taxes due for the property included in this project am current _ Date - Madison County Treasurer RECORDER'5 CERTIFICATE 1 hereby mortify that the foregoing plat of the HENDERSON ADDITION DIVISION NO. 3, Madison County. Idaho was fila for recording in the office of the Recorder of Madison County. Idaho thisay of 2006 at -_--nn and recorded under Instrument Number a oars sun em er IRRIGATION CERTIFICATE Requirement of Idaho Code 31-3805 are met Agreement between Fremont -Madison Iniaation District and Developer recorded as Instrument Number M FINAL PLAT W.E 'jlYsA` SCALE 1"=100' LOT t LCT 821 ao��n I REXBURG CR ee� �R=XBURG CANAL 1v.ao;V•.opl _ — — yaw:wy — sene'w_w _ mxea' _ _ _ $g - _ — fi.ox WESTATES SUBDIVISION P.os seals, t e K e m s/ewax goo >wM roftw �c� HEALTH DEPARTMENT CERTIFICATEYNOaa Sanitary restrictions os required by Idaho Code, Title 50, Chapter 13 have been satisfied based on the DEO approval of the tyy. cwwanw design plans and specifications and the conditions imposed on the developer for continued satisfaction of sanitary restrictions. . Building � Buyer is cautioned that at the time of this approval, no drinking water or aawer/aeptie facilities wpm constructed a arx app ruP construction can be allowed with appropriate buildirg permit. If drinking water or sewer facilities hove since been constructed w,w® Pus ns or if the developer Ta simultaneously constructing those fonlitiea.In cc oeddaevelapth Section 50-113to 2 6 ct (Idaho Coda. and acilities or most the /� other conditions n DEO. Nen sanitary requiring d am g force, / Associates other cotton of any bonding or shelter requiring drinking water of %ower/aeptie facilities shall be allowed. J Sehiess & 'DISTRICT 7 STATE BOARD OF HEALTH ENGINEF,RING-PLAI`ILVING•LANDSURVEYING Date: KOVO FM IDAHO Ie]aXwa. YYD Environmental HecRh Specialist poe) a=-12µ D0°I