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HomeMy WebLinkAboutMULT DOCS - 02-00083 - University Courtyard - 6 Buildings (90 Units)6 C) i►� �J D bUri b 0 114 6 Engineering Calculations Summary Date: November 7, 2002 Subject: University Courtyard Apartments, Rexburg, Idaho, Customer.: Sainsbury Construction Ah5trac""t.�... This analysis uses the Dcb'ooi Criteria required by the local j'unsI t1 0n and the 1997 UBC as the basil's for the calculations. Materials: Dimensional Lumber - UBC Design Values Used Concrete: 2500 nsi r} 29 r#avc Reinforcing Steel - #4 and smaller Grady 4d, #5 and. larger Grade 64 Assumptions: LBC 1997 — Foundations designed dor Max Brig Pressure of 2000 psf Design Loads: Snow = 35 psf Seismic = Seisrric Zone 2B Wind = $D mph, Exposure C References. Uniform Building Code, 1997 Edition Customer Drawings TrusJvist MacMillian Design Guides Summary: All beam, sizes and footing sizes are noted on the drawings. "rhe -se calculations and included details are for this location and customer only and not to he reused in any manner without the writtel3 consent of Design Intellib ence. Design Intelligence, LLC UNIVIERSITY COURTYARD 3685 W Hwy 33 SAINSBURY CONSTRUCTION Pexkurq, Idako A3w440 Type Fb-psi Fv psi E psi LVL - 26001 285 1900000 GLB ' 2400 190 1800000 DF 1300 9 5 1 90 0000 Beam 1 WIflgvw HilgirilIU = Rnnfl Mrn Type Fb psi Fv psi E psi LVL 2600 2S5 1900000" Moment - - f Live Load Moment � 332? !b -ft dead Load Moment - 1426 ! b -ft i Section Modulus Required = Section Width = - � . �5 in. Section Depth = 9.25 in. I � Section Modulus Provided Moment of Ineritia Provided Deflection Lige Load = Dead Load = ' 0.05 Paint Load U n !form Load -- w = 13992625ilb-in = I 171111 1b -in 21.94 1 in3 --------- 25.01 in3 115.4 1 in4 _0.12 in. U3 6 0 Total ` -- -- 4.1 6 Horizontal Shear � psi lin. n Allowable L1240 Use 1.75 0.22 0.325 Reaction Page '1 in. in. 6301 lbs/ft O Ibslft 2701 lbs/ft OK -ftw ■ 7` r 9.25 I LVL 2925 1 lbs 1 1 1712 0 0 2 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 Type Fb psi I Fv psi UNIVERSITY COURTYARD SfiINSBU T CONSTRUCTION E Psi- LVL 2600' 285 1900000 ULS, 2400 190 1800000 _DF 13001 95 1900000 Beam�I��Qw hGadGfS f l00[ �019i n��f Illg Type Fb psi Fv psi �E psi DF 1300 95 1900000 Span Tributary Area Loads Moment Live Load Moment Dead Load Moment I Point Load = Uniform Load 31511b -ft 221 i Ib -ft section Modulus Required Section Width .3'' in. Section Depth = 9.25 in. 4.941 in3 Section Modulus Provided = F 42.8*_ 1 n_3 Moment of lneritia Provided ' 197.9, --- " in4 Deflect'ron Live Load = � 0.00 Dead Load Total in. L/360 0.00 lin. __ � 000 Fi�n. 1124n niI Horizontal Shear i — i fV 39 psi OK 95 FV psi Allowable Use 3780 lb -in - 2646 lb -in Lill �I+7 0 lbs/ft 280 lbs/ft 1961Ibs/ft OK 0.10 lin. OK K Reaction = Page 2 Ei 9m25 1 DF i 7C41 lbs 11 /7/2002 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 Type Fb psi Fv psi E psi UNIVIERSITY COURTYARD SAINSBURY CONSTRUCTION LVL 2600' 265 1900000: GLB j 2400' 190; 1800000 DF 1300 95, 1900000, j Beam 3 Roof Support at Third Floor Moment � - Live Load Moment Dead Load Moment 2573: lb -ft Sectivn Modulus Required Section Width = 3.125 gin. Section Depth 12 in. Section Modulus Provided Moment vf 1 neritEa Provided Deflection — -- Live Load = 0.27in. Dead Load = 0.11 in. Total 0� _ ..38--,: 'T - Horizontal Shear fv 10.6 psi � � aK 75.0 in3 450.0 in4 FV 218.5�ps�_Allowable Use 01Ibs 245 Ibs/ft 28 lbs/ft 1'05 Ibs/ft 80262Ib-in 30870 Ib -in 46.3in� L/360 U240 3.125 10K 0.47 --Ti-n—. —SOK 0.7 1,in. OK Reaction 9M EN 12 IGLB 11/7/2002 Design Intelligence, LLC 3685 W Hwy 33 Rexburg, ldaho 83440 9pread Pooiing UNIVIERSITY COURTYARD SAINSBURY CONSTRUCTION Design Values Allowable Soil Bearing Pressure ;.Min Reinforcing Factor Concrete Strength @ 28 days - -------- - steel Reinforcing (fy) _ i Deck Support - F4 scription ;Vertical 'Third Floor 5250 lbs Second Floor 5250 lbs Stairs 4000 lbs — — LLength 2'ft Mamen# 11/7/2002 1500 Psf - 0-00Z - 280o Psi ft -lbs ft -lbs ft -lbs ,— ej = vwaM_ 2 ft Weight �'Thickness 600 lbsI v Q max V/B L(l +6e/L) L Qmin V/BL(1-6e/L) Rein -forcing for Long Direction � -- -- �- ivvv 1463 _ � psf 1463Sfp- — use _ 2 ft. Wide X J 12 i., Calculated' Minimum Rein—forcing = Reb—arSize—= ..� ■� �. �r�.�i�.I ! V►141I1L�. Use— #4 Area = rr&r 0-57fiL!,n*in 0.2 in *- in 1 9.00 In O.C. Reinforcing for Short Direction Use - - - 2 ft. VI�'id� � 12 -- - in. Deep Footing Calculated Minimum Reinforcing = 0.576 in*in Rebar Size = #4 Area = 0.2 Win _ Use 3 #49,D0 in. O.G. Page I 1r� 0 0. ,o 0 ft -lbs ft -lbs ft -lbs ,— ej = vwaM_ 2 ft Weight �'Thickness 600 lbsI v Q max V/B L(l +6e/L) L Qmin V/BL(1-6e/L) Rein -forcing for Long Direction � -- -- �- ivvv 1463 _ � psf 1463Sfp- — use _ 2 ft. Wide X J 12 i., Calculated' Minimum Rein—forcing = Reb—arSize—= ..� ■� �. �r�.�i�.I ! V►141I1L�. Use— #4 Area = rr&r 0-57fiL!,n*in 0.2 in *- in 1 9.00 In O.C. Reinforcing for Short Direction Use - - - 2 ft. VI�'id� � 12 -- - in. Deep Footing Calculated Minimum Reinforcing = 0.576 in*in Rebar Size = #4 Area = 0.2 Win _ Use 3 #49,D0 in. O.G. Page I Design Intelligence, LL(; 3685 VV Hwy 33 Rexburg, Idaho 83440 UNIVERSITY COURTYARD SAINSBURY CONSTRUCTION Spread Footing Design Valu jAllowable Soil Bearing Pressur iMin ReinforcingFactor= .Concrete Strength @ 28 days =1 Reinforcing {fy) Stair Support M F5 Description __ Longest Span Drticai — -- — —.- 1, Moment 71 /7/2002 "" 5010. psf L = Length 1.5 ft B =Width 1,5 ft thickness ft U — — � 3337.5'lbs Qmax V/BL(1+6e/L) Reinforcing for Long Direction Weight eMN psf psi — . _ 4 - - Use 1.5 ft. Wide X ._ �a€cuiated Minimum, Reinforcing = -- -- _ i Rebar Size #4 1 Area L 0.432.inlan ft -lbs ft -lbs ft -lbs 337.51Ibs Deep Footin 9 �-! Use 6 -- — --- _. zOO 3 #4 D F , In O_Cr. T Reinforcing for Short Direction � j --- -- — — -- —� -- --- � use ft.'Wide X r% uvp rooting _ _ a 'Calculated Minimum'Reinforcing_ p.432 1 in*in �--Rebarsize #4 Area _ _ _ — 0.2 in'in Use 3 N�#4 6.00.;!in. O.C. Page 2 Design Intelligence, LLC 1�� L__ IL V II�, Rexbur,ldaho 83440 Foundation Design UBC 1997 Allowable Bearing Capacity Snow Load - F1 oor 1) ve [oa Wall Dead Load i —, Roof Dead Load Brick #dead Load � - --- Floor Dead Load Exterior Bea ring Walls F1 Roof Loads .925 lbs/ft Floor Loads 0. Ibs/ft Wall Load , 1 1080 Ibs/ff 1500ipsf,!Max Roof Span � j Max Floor Span 35 psf Wall Height 40 psf Stem Wall Height 15 psf jStem Wall Width 15 psf � -- 45 psf i - - 15 psf L --Proposed Footing width Depth Stem Wall Load 400 lbs/ft ' — —-- --�-- Footing Load— i 250 LS/ft Total —t— 2655 lbslft Bearing Pressure - 1 328 psf Reinforcing Requirements i -- - ; -- - -� - min Reinforcing Fact—' - Ors Footing � — — - Stem Wall: I 0.002 Vertica I 0.001-21 Horizontal 0.002 Re'nfnrnin Rnr inprin Footing Continuous_ Reinforcing Count .----__ -- -- — � -- -- .__ � 2 i bars _T --'- -T-- - �j �- -------------- --------------- Stem Wail; Continuous Reinforcing Court Vertical - Reinforcing Spacing Page 1 4Tb�ars 18in. I Design Intelligence, LLC 135 East Main, Suite A Rexburg, Idaho 83440 Foundation Design i UBC 1997 i Allowable Bearing Capacity Snow Load - Floor Live Load Wall Dead Load Roof Dead Load Brick dead load Floor dead load 11/7/2002 i Exterior Bearing Walls - F2 _T Roof Loads O,Ibs/ft Floor Loads ' 770lbs/ft- Wall Load 1080 lbs/ft Stem Wall Load 400 Jbs/ft Footing Load_ 208 lbs/ft Total 2458 lbs/ft i2einforcing Requirements 'Mirt Reinforcing Fac -tors Footing 0.002, Stem Wall' Vertical 0.0012 Tklo'rizontal 0.002 Footing i Continuous Reinforcing- Count j S tem Wall, Continuous Reinforcing Count Vertical Reinforcing Spacing i _LPropased Foofi W!dtt - _Dep& s �I Bearing Pressure � e ,Y r«fnrvrcing tsar Page 2 .bars 4'bars 18 in. :.: . 0:2 in*in Design Intelligence, LLC 135 East Main, Suite A Rexbur,ldaho 83440 Foundation Design Allowa6ie nearing 6apacity Snow Load - - Floor Live Load Wall Dead Load Roof Dead Load Brick Dead Load ', Floor Dead Load Infenor Bearing Walls F3 RQvf Loads Floor Loads Wall Load Stem Wall Load Footing Load Total UBC 1997 0"Ibs/ft 15401 , 1 1080 Ib�s/ft 400lbs/ft 292 i I 33 bslft 1500!psf Max Roof Span 'Max Floor Span 35 -psf i Wall Height 80 psf Stem Wall Height=_ 15psf --08tem Wall Width= 15 psf �. � � 45 psf �— — - 30 psf j(2 floors) � � 11 /712602 Bearing Pressure = - Re'rnforcing_ Requirements I f - - Min Reinforcing Factors _ �i I ......................... I— ruounq . O.QDZ Stem �VWaft Vertical 0.001t f 2 - �. �� 1 Z- WUH C3 Keinforcin a Bar Footing ��— - Continuous Reinforcing Count Stem Wa I I� -- � -- Continuous Reinforcing Co'u—n t Vertical -Reinforcing Spacing 1419 psf OK Page 3 3 bars 4 1 bars 18�in. 0. ft 28 ft 18 ft Oft 8 in , 1 Bearing Pressure = - Re'rnforcing_ Requirements I f - - Min Reinforcing Factors _ �i I ......................... I— ruounq . O.QDZ Stem �VWaft Vertical 0.001t f 2 - �. �� 1 Z- WUH C3 Keinforcin a Bar Footing ��— - Continuous Reinforcing Count Stem Wa I I� -- � -- Continuous Reinforcing Co'u—n t Vertical -Reinforcing Spacing 1419 psf OK Page 3 3 bars 4 1 bars 18�in. Design Intelligence, LLC 3685 W Hwy 33 Rexburg_, Idaho 83440 UNIVIERSITY COURTYARD SAINSBURY CONSTRUCTION Shear Wall Analysis -Third Floor Exte Wind Load = _ _ 25.4 psf Roof Height =_ 18 ft 11,1 HAI 10 ft Length of Long Wall = Area at Mid Height of Wall -, Wind Force = 8 f 184 ftA 2 4674 rior Wall Shear Wall Length 3P g � -- I Shear/ft in Wall Mid Height @ 146 Jbs/ft Provide 1/2" APA rated sheath* with 8-d nails at 6" ox. at panel edges and i– i'- 12" oox. m the field Blockings required.JI— Seismic Analysis Seismic Multiplier= Rood Dead Load Long Wall Length Short Wall Length Waft dead Load rsmic Force @ Mid Height of Wall Shear Wail Length 32 ft Shearer i in Wall Mid Height _ 51 Ibs/ft OK P @ Provide 1/2"' APA rated sheathing with 8d nails at 6" o.c. at panel edges and 12"o.c. in the fiel d-- Blocking is Required 1645 Ibs 11/7/2002 Design Intelligence, LLC 3685 W Hwy 33 Rexburg,ldaho 83440 UNIVERSITY COURTYARD SAINSBURY CONSTRUCTION Shear Wall Anaysils -Third Floor Interior Wall. length of Long Wall = Area at Mid Height of W_aII_= Vllind Force = Shear Wall Length Shear/ft in Wall a[7 Mid Heiqh 1d ft 322... �W2 234Ahc;1ff Provide 1/2" APA rated sheathing with nails at 6" o.c. at panel edge d 42" o.c. in the field_ Blocking is R equired. Shear Wall Analysis Seco nd Floor Exterior Wall Wind Load 25.4 psf Roof Height = 18, ft Wall Height = I 27' ft Length of Long Wall � 8:ftArea at Mid Height of Wall = � 252 ftA2 - — ------------ Wind Force = I 6401 lbs. Shear Wall Length fi 32 ft ShearftinW_ all @Mid Height � 200 lbs/ft- -T Provide 1/2" APA rated sheathing with 8d nails at 6 o c at paneldges and 42" O.C. in the field. Blocking is Required. Page 2 011� I1/7/20uz Design Intelligence, LLC 3685 W Hwy 33 Rexburg, Idaho 83440 Shear Wall Analysis - Second Floor Exterior Wall 25.4 psf UNIVIERSiTY COURTYARD SAINSBURY CONSTRUCTION Wind Load = Roof Height = Wall Height = Length of Lung Wall Area at Mid Height of Wall Wind Force = 6401 lbs— HL � Shear Wall Length I _ 32 ft Shearift in Wall @ Mid Height 200 lbs/ft —+— Provide 1/2" APq rated sheF9 iathing with 8d nails at 6" o.c. at panel edges and 12 in c- in tha fl*airi t2l 10,11 i — —I LAW jig !to r%t:qUI re cl. i Page 3 11/7/2002 Design Intelligence, LLC 3685 W Hwy 33 Rexburg; Idaho 83440 UNIVERSITY COURTYARD SAINSBURY CONSTRUCTION 5,.hear.Wall Analysis -First Floo T- mnO Load = ; -- Roof Height = Wall Height = r Ext�riQr IIV�II 25.4 psf 18ft 45 ft - i (divides wall ht b Wend Force= 8230 lbs 2 to locate load) Shear Wall Length 32 ft Shear/ft'n Wali @ Mid Height r 257, lbs/ft Provide 1/211 APA rated sheathing-'—' with 8d nails at 4" o.c, at panel edges and 12" 6�x- in the field. Blocking is Required. Shear Wall Analysis -First Floor Interior Wall Wind Load = -- - + — - - — T_ 2 5.4 psf' Roof Height= 18 ft—I— Wall Height = 45 ft Length of Long Wall - 1.4'ft Area at Mid Height of Wall567 ftA 2 Wind Force 14402 lbs Shear Wall Length I ft --� Shear/ft in Wall MI'd Height � :2061lb5s/ft Provide 1/2"' XAPA rated sheathing bosh sides of wall with -- 8d nails at 4;' O.C. atanal e ��thei-f—ileld.— �--- � -- - p edges and 1�2 �v.�. in Blocking is Required. 11/7/2002 m e7t4 av AN*Nr-,-rhaeusr_r Bus' TJ- eam(TM) -02 Seriai Number, 7002008118 U r -F 2 11/1/2002 :11 Floor Joists with 1" concrete for in floor heating. s 1r2" TJ1@1Pro(TM)-150 @ 16 99 ole Pagel Engine Version: 1.2.1 THIS PpnnHr-T AJ r:r:Te no evr*��t.�• �nVCCVJ i nc Zit I UtbIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall D imen i n r 309 om it Product Diagram is Conceptual. Analysis is for a joist Member. Primary Load Group - Residential - Living Areas f ; 40.0 Liv e at 100 % duration,, 30.0 Dead SUPPORTS: Input Bearing Verticall ti n(Ibs) Width Length Lire/D aa1 l ftfT tal 1 Stud wall 3.501 2,2519 356 23010 / 586 Stud wall 3.5011 3.50 '3 986 740 / 0 / 1 726 Stud wall 15011 .TI 356'' 230 / 0 / 586 Detail Rim Board B . Rim Board -see T.3 SPECIFiER'S I BUILDERS GUIDE for detai3(s): A3: Rim Boarci,83 DESIGN CONTROLS; Shear Obs} Vertical Reaction (Ibs) Moment (F# -Lbs) Live Load aefl (in.) Total Load Det (in) T.# Pro Maximum Design Control Control 863 794 1232 Pissed (64%) 1726 1726 1895 Passed (91 %) -2553 -2553 2839 Passed (90%) 0_220 0.370 Passed P805} 0.320 0.740 Passed (L/555) 36 30 Passe Other I Ply 1 1/4" 0.8E TJ -Strand Rim Bu rd None 1 Ply 1 1/4"0,8E TJ -Strand Rim Board& Location Lt. end Span 2 under Floor Jodi. Bearing 2 under Floor loadino Bearing 2 under Floor loading ID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE S an loading Span 1 -Deflection Criteria: T DD LLnLJ4 ,TL:I 4 . -Allowable moment was increased for repetitive member usage. -Deflection analysiS is based on composite action with single layer of 19/3211, compression member /8" Panels (20" Spn Rating) ) L EDNAILED odecking. i�Lu . All preiredges bottom) must � �r cid at1 1/ unlessdetailedotherwise. Propertt�rt ��p�inlateral bracingi requiredto achieve memb r t bili en of -The Id conditions considered In this design analysis Include alternatemember pattern loading. TJ -Pro RATING SYSTEM -ThTJ-Pry Rating St Flu provides additional dditional flr performance informat- ion and supported is onGLUED L U E i LE D 1/ �, ,/ 1 Panels(20pp an to decking. T tr �iir p rt d walls, Additional l consid rations for this r�tninclude:Ceiling - onStructural nal ofth dick has not been performed b theprogram. PROJECT INFORMATION: University Courtyard Apartments Rexburg, Idaho 83440 COP right 0 2001 by Trus Joistr a Weyerhaeuser Busillesz T,71("3 and TJ -Beam' are recistered trademarks of Tris i e -I J0i tT4, PrcTm and Ti -pr. olv are traaemark4 of Tru;s joist. OPERATOR INFORMATION: Scott Spaudlirg Design I Wolin, LLC 3685 West Hvvy 33 Rexburg, Id h 83440 Phone: 208-359-1461 Fax : 08-359-0740 designi'ntel@msn.com e72 4jrj b 04V i rF TJ-Beam(TM) 6.02 Scrim fug- 6er: 700200811.8 User. 2 11/1/2002 911:05 . Floor Joists with 1" concrete for in floor heatin�. 9 '112" TJ1@1Pro(TM)=150 @ 16" olc Page Engine Version. 9.2,1 THIS PRr`filHrT RAeer� �'11"� r-vr���rr.•..�..� ��` . ,.... �•.•�.vv r rr��� 1 0 Ult 1=—A4CtU5 I HE: SET DESIGN ADDITIONAL NOTES:CONTROLS FCR THE APPLICATION AND LOADS LISTED -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ).. TJ warrants the sizing of its IDrocfucts by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product app4ication in Input design and stated dimensions have beenprovided by the Software user, This output his not been reviewed by a T,! Associate. � loads, -Not all products are readily available. Check with your sier or TJ technicsl representative for product -THIS ANALYSES FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANa�,'�515{ty -Allowable StreSS 1)03ign methodology WaS uSetf for wilding Code NER analyzing the TJ Distribution product listed abave. PROJECT INFORMATION: University Court and Apartme Rexburg, Idaho 83440 Copyright � '� � i5t, a Weyerhaeuser Business ��� ]� Tr�� � Til and '�'J. Eeam are registered trademarks of Trus joist. e-1 joi s t T", Prov" and TJ- Px of are trademarks of 'Trus joi s . OPERATOR INFORMATION: Scott 5paudling Design Intelligence, LLC 685 West Hwy 33 Rexburg, Idaho 83440 Phone: 208-359-1461 Fax : 208-359-0740 designintei@msn.com yul-lacus .r Bitsiricm TJ-13ea m(T I) 6.02- Serial Number. 7002008118 User.: 2 11 11 12002 9:11-05 A Floor Joists with 1"concrete for in floor heating. 9 1/21ff TJ1@1Pro(TM)w150 @ 16 if olc Page En9ineVersior, 2., THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group A _ -vertical Rat al(lbs) SsG Max. Vertical Reaction Live (lbs) Selected Bearing Length in Max- Unbraced Length (in) Loading n all Design Shear (Ibs) Max Shear (lbs) Member Rea t io (1 Support Reaction (lbs) Moment �Pt-Lh) Live Deflection (in) Total Deflection (in) 141 9.501: z4G .5rr 1726 9b6 32 29 32 spans, LDF = 1.0o Dead + Floor 510 -794 794 -510 518 -863 863 -51 518 1726 518 5.37 172 537 143 -2553 1436 0.134 0.134 0.234 0.234 ALTERNATE span lowing on odd Design Shear ( Ib Max Shear (lbs). .Member Reaction (lbs) Support Reaction (lbs) MOMent (Ft -Lbs) Live Deflection ( Total Deflection in ALTERNATE TE span loading an even Deign Shear (lbs) Max Shear (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Lire Deflection (in) Total Deflection ( in) Loading Des-ign Shear (lbs) Max Shear (lbs) Spans, LDS 559 567 567 586 1722 0.220 0.320 spans, LD F = 169 173 173 181 on a 1 l spans, LIQF Z_00 Dead _748 386 -814 1 1233 1233 Floor -169 -173 173 181 -1823 372 -0-5 -0-053 1 . 00 Dead -386 748 -419 814 1233 1233 -1823 172? -0.095 0.220 -0-053 n, + Floor _559 -567 5157 586 L 0.90 1 222 Member Reaction (lbs) 222 UPrt Reaction (lbs) Tent (Ft -Lbs) PROJECT INFORMATION: University Courtyard Apartments Rexburg: Idaho 83440 COPYright '�' 2002. by TYUS ic)ist r a Weyerhaeuser BuSines TJiq' and TJ-BeamZ1 register -ad trademarks of T rus jQjS- e I ioist5M, Pro'M and Tj-P-r0 ' are tradernarks of Trus joiSt - . 615 Dead Only -340 340 -370 370 740 740 -1094 61.E -219 -222 222 230 OPERATOR INFORMATION: Scott Spaudling Design Intelligence, L L 3685 West Hwy ,33 Rexburg, Idaho 83440 Phone:2.08-359-1461 Fax 208-359-0740 designintel@ 08- - 1gnintI@ In.r a REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (2 08) 359-3 01Q X997 Unq1 fOrll Fire Cade Plan Review _ Pian Date: 4 - 02 Review Date: 11-1--02 Building Nca-me: MISSI4N_ HOM.E/UNI'4TERSITY COURTYARD BuilcLirlg Address : 455 SOUTH SECONDBAST Stories: 2.5 Type or CanstruCtion: V -N Occupancy Classification. R-1, FXis"-ing Floor Area.,* New Construction Floor Area: AppROXITELY 7140/UNIT 1} .Required Fire F'1 nt„r r , 4766 SF 2250 GPM/TWo IiOURS Comments : THE FIRE FLOW REQL72RNT MAY BE REDUCED TO 1500 GPM /Two I-IC)URS IF AN AUTflMATIC FIRE SPRINKLER SYSTEM IS INST�LEDB?iIIING _ �N EACH 2) .Water Supply (A,ticj� 9, Section 903) R qu-irec: YES Fire Hydrant Location: OKAY Fire Hydrant Flcws- EXISTING HYDRANT Oy.,..Ayr PROPOSED.An L7NgN0WN Fire Flow Test Location: HARVARD AVE, Fire Flow Supplied By; FD Other APProved Water Source: NOWE Water Supply AcceptableES Fire Hydrant Location Acceptable,. YES, SER COMMENTS, later. Supply Comments: EXISTING HYDRANr4" ON HARVARD OFTTT TQ PROPOSEI) BUILDINGS 0jq WAST S IDE p� PROPERTY FT�TD�P� HAS N�o APP.AR.��'L7'S AceEss THROUGT� PROPERTY T4 UTILIZE I YD �� � RANT . 3.)Fire apparatus Access koads (Article 9 Section 902) Required: YES Acceptable: Width.- NO Turning Radius- x Clearance X Length: X surface -, x rade Vehli e Vert.l Urn mounds d Complete Road Acceptable: NO, SBE C0MMENTS. Comments: COMPT.E..) H THROUGH pARJK "IS TWO ACCESS'S THAT NARRpw TO OT. UFC REQUJ-RES A M-NIMUM OF 20 THROUGH PARKING LOT GPJINTVT) F� %r ,sa,,.,,,..., ____ 15 FEET WIDE FER ' 0 ACCESS PROPERTY) COULD IMPROVE THE SITUATION AND/ORV WIDENQqo ONE of pAuxzuG Loft IsLEs Ta 2 o FEST. %JZ Tx� 4 ) .Access Roads and Water Suppiyl including 7 ire Hydrants Are Required To Be Installed Arid Madam Serviceable Prier T c� And During Time of COnstructian {Ar�ic�e 9 Section 90-1.3) YE S COMMent�ruc��,,�� P��u� T� ►: ��iui01i �WIIL BE ISSUED . irvu�� u RDER 5 j . Installatior Of Portable Fire Extinguisher (ArtiCIe 10 Section 2002) Required: YES Location Acceptable: NOT SHOWN Type Provided Acceptable: NOT SHOWN Comments: MINIMUM OF 2A108C REQUIRED IN EACH UNIT AND COMMON AREAS 6) -Automatic Fire Ext lngUiShing Systems - A rt'cle 10 Section 10 0 3 Required: NO Tvue Of System Being Installed: Sprinkler System Monitoring Requ-ired Required: Np 7) .Standpipes (Article 10 Section 1003.3) Article IQ Section 1004) Type Required: NO Cczn�er�.t s ; Required :. Ventilating food And Duct Fire ExtInguishingSystem (Article 10 Section -1006.2)' Required: NO Type Bein Provided: Automia�ic Fuel ShutcFf Shawn (A-17zicZe 10 suction 1006.2.4} Pc--rtabze moire Extinguisher Shown Comment's 9 ) .Fire Alarm Systems (Article 10 1 10P, 1006.2-0 (Article. j_c Section 1007) Required: YES Type Of SYsteM required; Manual: Automatic: X Type Of System Being Provided: Manuel: AutOma.tiC Bath: Both .0 . I. ComQonerits 0" area s -ors: Own . S�� Hea4E, Detect -ors Mmnuai Pull Station.- S, ound Inq Devi'CG�sL-0 Visual Devj ces Door Polde-rs 4F }� . Duch * Flow Alarm* Sprinkler Valve Monitoring: SMOKE DETECTORS REQVIRPD ADJACENT TO SLEEPING ROOMS. UNITS WITH BATTERY BACKUP, Fire Alarm System Acceptable: Igo, IN EACH SLEEPING ROOM AND CORRIDOR HANDICAPPED .- UNITS REQUIRE HORN/STROBE 1a)��h��' Corrections �ha� .Are Requ•ired Bir Special Occuanc pPy r Conditions ; Plans q1" nm! � r-1. 3 i _-F N_, Aj Plans Checked Ey,. CHRIS 1jul n 1.101W Date.- 11-14-0 Please furnish comments back to .6e p an rev] 7 iewer in the f ollowing Written Comments 4 x New Plans: x .L I. ComQonerits 0" area s -ors: Own . S�� Hea4E, Detect -ors Mmnuai Pull Station.- S, ound Inq Devi'CG�sL-0 Visual Devj ces Door Polde-rs 4F }� . Duch * Flow Alarm* Sprinkler Valve Monitoring: SMOKE DETECTORS REQVIRPD ADJACENT TO SLEEPING ROOMS. UNITS WITH BATTERY BACKUP, Fire Alarm System Acceptable: Igo, IN EACH SLEEPING ROOM AND CORRIDOR HANDICAPPED .- UNITS REQUIRE HORN/STROBE 1a)��h��' Corrections �ha� .Are Requ•ired Bir Special Occuanc pPy r Conditions ; Plans q1" nm! � r-1. 3 i _-F N_, Aj Plans Checked Ey,. CHRIS 1jul n 1.101W Date.- 11-14-0 Please furnish comments back to .6e p an rev] 7 iewer in the f ollowing Written Comments 4 x New Plans: x SAIN,SB UR, Y CONS TR UC TION 11! J,i1111 ,469 7 Hddiiiiii�IR D".VE IDAHO FALLS, ID 83401 (208)529-4510 FAX(208)552-5745 July 23, 2003 Dear Val. In reference to the drywall installation at the University Courtyard Apartments, we had a grievance filed by a former employee of Hyer Drywall. As you know, this employee was disgruntled dui to a payroll dilemma between his employer (Lee Hyer) and himself. The complaint this former sheel:rrueker made is that the sheeirock fastened to the ceiling was not lapped properly. In answer to the above complaint I have the following responses.- A: esponses:A: The "blow-in" ffisulation we are applying has a higher, fire rat'Mg than a conventional insulation. Please refer to data supplied. B: The approved plans showed two layers of Mali` -inch type X drywall on the ceilngs. instead of special ordering half-inch e X I elected to use two to ers of fiWe-ei lithsP g�'P � Y g type X. In lieu of the above information', I feel confident that the drywall at the University Courtyard Apartments meets the specifications and codes of the c�t� of Rexburg, in addition �o the specifications sed forth by architect and engineers of the said project. f you have any questions feel free to contact Sincerely, Ryan An rson Project Sainsbury Construction e on my cell phone at (2Q8) 680-506 5. i If f *IV='% r 4 T 'i i t �# ■ IR per• `el.'s ti y. f *1P4. & , I ! � of T FARE SAFETY a i Comfort plus insulation has been manufactured to meet the atnetided CPS studard for flamtt reevastance and corrosiveness ofceltulasc insulafiotL Thermolok Reference Fide: RDS —LF9291 & D Service, Inc. P4 Box 24M Cookeville, Tennessee 38W2�2400 931m,372 -M71 Fax 931-523596 ordmuwc ASTM CPSC SUS - X54m; 16M IM ' "s I mid, NES"rW STICS t 117*WJA " a D - j(sdticd) 1.6 i t .* nd Ro%iftnee 3,75 R per inch 1&iXWM V&M Sorption, Awepuble • 4, MNA CRARACTERMICS n) Density t 10 RwAsq cnTisJ Rju' at 4 in*) qr PO Comfort pias is a class one fir*o;zW building materiel, It meets the tough fire safcry standards of the U.S. Consumer Product &xfety Commission. Tests have proven that cellulose insulation actually increaus a wail's fire resistance 220K to 5.55/o, white fiberglass insulation was fbund to be no better than anen-insulated ward. Research shows that the tire retardant capabilities ofCamfvrz pias and its density, kips air from ficeding a fry. So a stxucture insulated with Comfort plus will burn slower, wbiGh could very wr,11 provide the time it t$kes to save a lKo. Fibwglasis, an the other hand, melts whiob can ailaw fires to spread quacicly- 0 1W in 9 } r F tb o ow 12 P4 cot Fwq tb o ow P4 cot Fwq z" 0 9 0 CA 4 low u I E� ■© M �. z z o ow P4 Fwq z" M �. z z "4 V=Rrc Pt e 12 " Q "4 HOf m 12 " C 05 S 12 11 TOP 4 P OF FTs "4 CONT I 14'./c wcmr 4" WEEP HOLE5 g 2!5' O.G. MAX fRETAIN..ING IjJALL SECTION aE Design k-itelligence, LLC 3685 VV HVvy 33 Rexburg, Idaho 83440 SAWS BURY CONSTRUCTION Retaining all Design ................. ANOwAble Stresses — — - --------- ,9c)jj Bearin _4 -- - - ---------- 2000 psi Concrete . ..... psi @ 28 days Reinforcing Steel ...... psi QDesjiqn Factors ------------------------------------- I ----------- LFrictfiori Angle for Soil to Concrete . ............. ocal -0 degrees Clean Gra 1, Gravel Sand Mixtures, Coarse San,d'__` Va A.. Location of Resultant Laterai Earth Pressure� Wall H e I Soil Angle of Repose `35" degreer, --itheta (fine to medium sand a gravel) aid Sliding Friction Factor Soil F deg r e e�s Soii Friction Angle theta w f SO Weight PW C .1.10, C .......... Concrete VVeight P 1.50 PCf Factor of(Safety U.5e 1 .5 for granular materials and 2.0 for cohesive materials) Desi n Data Slope of VVall Against Soil 0 deg rs alpha (from vertic;,Qlj Slope of Backfill 1) degrees 0 -degrees beta (frOM horizontal) Height of Soil Surcharp 0 ft Top of Wall Elev. ........... Fin Grade Elev. 5: ft N Bottom of Ftg Elev VVall Thickness (TOP) in Wail Thickness- (Base)— in '-"Urt Toe Length • 'Ot H eef' Length 1.16 ft Footing Length 2' SO. ft Footing Thickness SteffiallHlei ght 3.5 ft ----------------- ------------ Soil Height at Edge of Heel 4.5 ft o t Active Earth Pressure Factor - (Coulomb's Method) (See Foundation Design Principles and Practices p,70'8__r_� Cos(theta-alpha) 0,8192 Cos(alpha) Cos(theta w+alpha) 0.9198 Sin(theta W+a;pha) 0.3923 Sin (theta- beta) 0.5736 Cos(alpha-beta)_ 1 Ka 1_. i 0.327 Lompute Active Earth--" L Pressure - Horizontal Component 335 1 IbIft Compute Active Earth Presser e . Vertical Comoon ent Va/b Compute Pa ssive Earth Pressure Factor - Rankine S Meth- od Me guare Compute Passive Ea h__P_r_q_"_ss_` ure Pp Cam Pate ZSr1dinq Friction Weigi�t t�� 114 JbIft - - - (Uses t�_efooting thickness iess 3" for the bearing s (A � 0 :>:: - I urface) 350 lb1ft A= N r 4/17/2003 -e M n !nteillgence. LLC 3685 l H" 33 Rexburg, Idaho 83440 SAINSBURY CONSTRUCTION 4/17%2003 Page intelligence, LLC 3685 VV Hvvy 33 Rexburg, Idaho 83440 SAINSEURY CONSTRUCTION 4/17/200-3 Am Jul 12 If-) 2 1 �** 2 9 p 11 RHNDY BIRD REMODELING OF THE MISSION HOME APTS Alate #5 & 6 Comprising an area of app nommately 25D0' square fejt. The exterior and interiar ander block wails will remain the same. These lar.1 ge rooms are as �oilows. SES DRAWING. Common Interior 5ystem so4 - The "Insit3e of the exterivr, wads are to be 2 x 4 spud walls to be held 2""from cinder black walls, allowing 5 V22" of insulation_ Electrical systems to be restructured. New electrical panel, wiring and light fixtures to be installed to supply all electrical needs for clubhouse. All storagerooms to need typical outlets., though they may be capered. New furnace and vesting with hallway drop down ceiling dor ducting passage. No ducts to exterior windows- 5l8" dry wall with heavy orange peal Finish, Emphasis is to be an energy conservation.. Commercial nylon Berber carpet ono dad in exercise room) but pad for lounge and entries, 12"' composite dile in laundry rooms & bathrooms. Several windows to be covered as showy on plans. Laundry Plumbing & electrical for I I stacked washers and dryers along the west and north wa11s. Access to water, sewer and venting for these units ars located 'in the roam itself. Electn'city is on the fast wall. Sewer on the North wail. Venting to, be determined, The furnace room is directly underneath with every Utility available_ A 4" sewer dine is located in the NW corner. mot & cold water are also in NW Gomer of laundry room. LounSoft nylon plush carpet with have 3 couches surroundirt� � 4S" big screen TV v�rith VCR,, #1 Storaze rVom■ Loc;ledl �1n I�.KIPiyis P ��ii� +Fll1� If1rltA wA�w.� ..L� i_____ _ 1■ _ _ ec�uiprx� tenants. -�1=rzG 1uumi is to muse an maintenance cools and dawn enr. d' double doors to be -installed on the east side. work benches for maintenance and storage for Owner will install all cages. #� StoriLge „ron m,� Located 'in the SAN corner, a storage room for tenants things. Exercise A 7-.8 station exercise ream. The floor to be a durable nylon commercial carpeting. Restrooms: 2 bathrooms: Install new vanities, counters & sinks with faucets. Bath number one lv�nfl be upgraded to meet ADA standards with 3' doorway,, 5' tu,ning radius, support bars for toilet. Exterior sidloug, svffitfacia cuac�rete landscaDe will beIbd with new construction. Exterior: The exterior renovations to be a taupe color stucco with corner coned stucco blocks to match the new buildings- Z " ng�d insulation to be added under the new rubber l vinyl roof and under the sidin to increase it's R -value by a minimum v� 12_ � of the 1 D existing windows will be covered and the remaining 5 will be replaced to meetegress codes. The existing saf.�t and fascia will be covered by aluminum soffit and steel fascia_ On the west entrance the upper concrete steps will be removed, and nein concrete stepscured. necessaryThe lower steps going to the street need to be reaired as is pPcry_. The east entrance will be ADA approved with a ralong wallTh or P 4 e storage raorn on the sour east corner wild have dvuble exteror doors to hvuse th�e lawn equipment a.ndprovide maintenance storage for the enure complex, ,Ali grass and plants to be removed. Excepting the tall junipers on the SW comer and maybe the pine tree nearb . The landscaping & concrete to be bid with thnew b1euld�ngs. y I LI&M _ ENTRY MTC GH7- 1 'ly 1 1 P S1 X OHTS LOUNGE M� 6, SRA GE SHOEPS Post with el 5 outlets EXT. LIGHTIA�; LAUNDRY I I stacked Wast*r1&yers high Cable eCL oat Past 8 beam nth elect S gat 5 aut#et with 1 -tet #lt G I H a H ENTRYSM LIGHT JJw F iZ° 7 016 a *T e, o a T 1n Jul 12 02 1# RANDY BIRD 5096640199 P. 1 ,Apt #1 Replace all existing windows with double pane. The door from the kitch bedroom to be covered. The existing 2 entrances to the bathroom wild stay with the Wiest one n t0 he first as access to a large walk-in closet_ A. mall to be- constructed between the closet and the new offi*ce area. The large window in the office will be replaced with an extenar do -or & side windows for access by students. New commercial carpet will be installed in the office. The managers will ender the new office using a new door throughthe wall be�t�aeen their apartment and this bedroom where a window once was. Sedroom # 2 will remai is. All electrical and computer needs to he addresses as work begins. a�electrical Ant (Managers Apartment) New doorways between the office and the Itchen dinette area, New 18 ti in kitchen & bathroorn.. Cabinets repainted_ New kitchen 1"ght fixture�s_ Nem, b���oom cabinet & ` �e cab�net. �a��s refinished & p�in�e�d. In baby's bedroom reopen a doorway into the furnace room accessed from # 4 oam nQw Furnace room 1 or Z high efficiency hod water tanks., 'Vater needs. for I math for requirements. A small hi gh efficiency furnace for #4 to be install usin Z adults, and I 1 washers. Do g current ventiniz_