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Home My WebLink AboutSTRUCTURAL DESIGNS - 05-00482 - Magic Suds Laundromatr- t: IN � 91neers and Profes.sq Cot-tsuffing En onaf Date: November 23, 2005 To: Randy Landon 2287 West 4200 South Rexburg, ID 83440 0500482 Magic Suds Re: Struct. ral and Site Design of Ma l� Sudsg buNdrng located In Rexburg, !D. Dear Randy, I have completed the structural analysis on the above mentioned attached the calcul��ions and modified the arGhitectural drawings b��Id�ng` 1 have structurai measures necessar-y fo cQunteract shear and o�ertu nto ��e�� th e fold downs_ anrl fr)"nrqnfi„�, ,4ng such as shear w��l� 5 ![]6. Thompson Engineering has also complefied the su the above mentioned building. This is ineluded as r'vey and associated side design for an addition 'to your drawing set.. Please contact me if I may be of further assistance. Sincerely, \ONA L l 6 3 OFr Daniel B. Sharp, P.E. I DEC 0 9 2005�� s 54 E.. ain, C) B Ox 551 Rigby, ID 83442 Thane (2t}8)745-8771 fax (208)745-63s'i NP Cotisulting Eng Irleerand CALCULATIONS ASID DRAWINGS For Magic Suds Locatedi"n Rexburg, Idaho Codes Used for AnalYSISE IBC 2003, ACI 318-05, ASCE 7-02 Table of Contents: loading Seismic Load Wind Load Anchor Bolts and Seismic Held gowns Footing Design Simpson Strong `die Data 1 � to 4 4 to 5 5 fi 8 QQOF�S�G15T Eq o��tiF� ` P 116 3 0 a o9�F� OB Daniel B. Sharp, P.E. 154 East FkAajn5 PQ Box 55, Rigby5 ID 8344.2 Phone (208)745.,,8771 Fax (2Q8)745-6391 116 4 Y IOL 'w m I . }r Fma 700 !6 404L e � e AMN t 1 ■ I I I I I F I 1 )A A A� . 0 <:� �,- . � kr CA " f r' -,Zmac.a"2C ryyyy � r GG Y yip i (3 r 0 Ta tj L n F cio LQ :r ori Co049 Ew, IS r r. I+perC AL � J71Pr 'r F 'damui 'r I I e I b I J 1 r SO � I I ::... 3Je + F 116 4 Y IOL 'w m I . }r Fma 700 !6 404L e � e AMN t 1 ■ I I I I I F I 1 )A A A� . 0 <:� �,- . � kr CA " f r' -,Zmac.a"2C ryyyy � r GG Y yip i (3 r 0 Ta tj L n F cio LQ :r ori Co049 Ew, IS r r. I+perC AL � J71Pr 'r F 'damui 'r I I e I b I J 1 r KANDY LANDON Date and Time: 11/22/,q�5 2:24M-41 PM MCE Ground Motion - Conterminous 48 States Zip Code - 83440 Ctrenal Latitude = 43.7634F9 Period {sec} 0.2 `n Uentral Longitude = -111. MCE Sa (%g) 0,60.6 MCE Value ofSs, S116' nen � 609017 e Cias Z1.0 �viuc value of S 1, Site Clas Spectral Parameters for Site Class C 0.2 070.3 Sa = FaSs, Fa = 1.16 1.0 031.1 Sa = FvSj, Fv = 1.61 Spectral Parameters for Sita r.iacc a 0.2 1.0 Spectral 0.2 1.0 Spectral om-2-_ , 060.6 Sa = FaSs, Fa = 1.00 Q19.3 Sa = FvS1 , Fv =I .00 Parameters for Site Class C 070.3 Sa = FaSs', Fa = 1.16 031.1 Sa = FvSj, Fv = 1.61' Parameters, ffir'Ritca rio r, 1.0 _ 079.4 Sa 5 FaSs, Fa = 1.3 1 � 039M-2 S FvS1Fv = 203: � Spectrum for Site Class D , . Period MCE Sa 'IF (sec) (%g) 0.000 031.8 0.099 079.4 0.200 079.4 0.494 079.4 0.500 078.5 0.600 065.4 0.700 056.1 0.800 049.1 0.900 043.6 1.000 039.2 7.1 00 035.7 1.200 032.7 1.300 030.2 1.400 028.0 1.500 026.2 1.600 024.5 1.700 023.1 1.800 021.8 1.900 020.7 2.000 019.6 T = 0.0, Sa = 0.4FaSs T = To, Sa = FaSs T = 0.2, Sa = FaSs T = Ts, Sa = FaSs T = 1.0, Sa = FvSj Maximum Considered Earthquake Ground Motion Site Cess D Fa = '!.3'I Fv - 2.03 Zip Centraf La#. = 43,763462 °de = 8344{7 Central Long. �-.g09017 deg 0.5 Period, sic ■ T 0.6 0.5 0.4 15 0.3 '# LU Q 041 0.5 Period, sic -t 1�4 T— wN = y`; Z S .. ki'l—i ZA-0-44cl-F, 3 MEOW LI—I N r WW : 7A%.L-1 3 Wj id 07, �os p moi. OyA 's -N-- z IC 4 N I./ e'.. 7' rk.- OF P -h% Nwo P -Ew 177, k?� %� AMP%" WO jt;. ir Wr v"r I -C Le -n, F� j Arm - .K C... .10 1�. #11 4,4L. It yr 4�j 9 tj I X73 �l 5 ir _PF ar� L 6W4 T6 zms /7 ca wwl�_ -Y-4 wl.�c 44 Jlm� �7S r %how or CARLO r < "NN - r 24 BE c A oo, *7 low& W-w- bmoll% r j iL 7,r db- Pcc A,- NN" Ilk. LA) A 7' 7 Z ip 4- U Cr - r 1 ig A&V Aok cq Joe. 4, Niullmp Li Lof -4 3 yr F 700' q,5 Ul W 4 LU LL, W C -A cq F� j Arm - .K C... .10 1�. #11 4,4L. It yr 4�j 9 tj I X73 �l 5 ir _PF ar� L 6W4 T6 zms /7 ca wwl�_ -Y-4 wl.�c 44 Jlm� �7S r %how or CARLO r < "NN - r 24 BE c A oo, *7 low& W-w- bmoll% r j iL 7,r db- Pcc A,- NN" Ilk. LA) A 7' 7 Z ip 4- U Cr - r 1 ig A&V Aok cq Joe. 4, Niullmp Li Lof -4 3 yr F 700' q,5 3 yr F 700' q,5 it -aomk�, Z— 4"Nt tru= Jf- /cop ir ,e rb, 4 2/7 Vtx 00fi 7 "16 ............... . . . . CL APh ti wig L/2 U C 77 q 4WMM %g00% LA NAW" VIM-, So Vr,eric[-� ft -n 4e qma-& zl*pw oz SAL C4 OF I p f5 "lip s ()II '� ironcr- i le i -HIX STHD Strap Tie Holdown �-:iq z >> H.ome > 1 r.d t - http:8,w,vvw.StrC)n:atiC,C0M,/ r UC si/cOnnectc)rs/`LSTIID,ST14D.btm LSTHD/S TH . rr. �:v. � 0.17 The ltet vers'on of the STHD zilrap Tie Ho IOwns W'11 improve flt n rp r t m any fat rae that StraPM2WD you have a performance. When used in conjunction with the tem that pregame both Par2JIel and P dicular movement relative to the rm, allows for accurate location reduces the possibility of spafling (arid therefore avoid . Costly rtrfit f. The STHD is an embedded Strap tiel-down � with high l a tr�e� n�� errs �� . d capacityn�' Features ta. Alerpw�,im: El E., a Ft Load Table Gallery f images Code Reports Drawings L.Q1 to s The strap n�lir� Pattern li �� for r�� i r i� t �� e tb e b er I' able ie h�rc f Buri ane ll for increased front t b, n�' n�' reduced�llin. � Bret ��r countersunk0 Strap naii slots are to Provide2 lower n2i1 head e Rim i0ist models WcOmmodate up to a 171F clear sThe built-in tib hl 'tout any Ions of tr niflr ! STHD away from the frrpb for line shows for 2 iris ti tib retroment depth. Tit. -P The StrapM2te Material: LSTHD8, J 14 ga, all ether -1 1 Finish: Galvanized installation: Use all SP06fied fasteners. See aeneral Not See Post Tens i n InfcjrmationInstall before concrete pour with a StrapMat., or other Na.. �� tri fr t�bottom�holdin��c. . `tr� may bent one full strapBending the 900 to aid W211 P.12cement may cause s measured f��r� 1� � liar� behind the strap. If � y embedment t t r �r r fess, '" (see illustration f t�,. full leads apply. For , the ll ble� lead i 0.90 of ��snailsbetween � �' and For � Pour i �b table ��, installations ll tin Ili is measure Where 4 fromthefirs � Pr er fasteners are used �n the slab structural ! ped member, reduce load a�rint t he code,nJotherwisere�� T install brei joint within b embedmentptbetween the �� foundation ll rf t o beneath, urdeprrlenr made to transfer bload$ or the lb � designed t Read imposed d b the anchor- bconcrete blockfoundation slabs are Poured To het the fUll t2ble load the minimum center-to-center spacing IS twice the resisting tension iad 2t the same time. �'ent deptwhen amountThere is an increase in the f deflection if the stns i instal sh pa rye! instead f directly t the framing- � len th�� f � Foundation Corners: N@11 qU2ntifies may be reduced for Jess than I riser diSt2n design �� the code allowable load for fasteners d terser �� shear. To die doublemembers m berg together, the Designer must determine tt act One Unitwithout splitting the wood. he fasteners required to bind members • dditionl studs attachedto the deall studs or dost b required sheathing nailingby the einerfr�! 11/23/2005 3437 PM • s �, •1 ta. Alerpw�,im: El E., a Ft Load Table Gallery f images Code Reports Drawings L.Q1 to s The strap n�lir� Pattern li �� for r�� i r i� t �� e tb e b er I' able ie h�rc f Buri ane ll for increased front t b, n�' n�' reduced�llin. � Bret ��r countersunk0 Strap naii slots are to Provide2 lower n2i1 head e Rim i0ist models WcOmmodate up to a 171F clear sThe built-in tib hl 'tout any Ions of tr niflr ! STHD away from the frrpb for line shows for 2 iris ti tib retroment depth. Tit. -P The StrapM2te Material: LSTHD8, J 14 ga, all ether -1 1 Finish: Galvanized installation: Use all SP06fied fasteners. See aeneral Not See Post Tens i n InfcjrmationInstall before concrete pour with a StrapMat., or other Na.. �� tri fr t�bottom�holdin��c. . `tr� may bent one full strapBending the 900 to aid W211 P.12cement may cause s measured f��r� 1� � liar� behind the strap. If � y embedment t t r �r r fess, '" (see illustration f t�,. full leads apply. For , the ll ble� lead i 0.90 of ��snailsbetween � �' and For � Pour i �b table ��, installations ll tin Ili is measure Where 4 fromthefirs � Pr er fasteners are used �n the slab structural ! ped member, reduce load a�rint t he code,nJotherwisere�� T install brei joint within b embedmentptbetween the �� foundation ll rf t o beneath, urdeprrlenr made to transfer bload$ or the lb � designed t Read imposed d b the anchor- bconcrete blockfoundation slabs are Poured To het the fUll t2ble load the minimum center-to-center spacing IS twice the resisting tension iad 2t the same time. �'ent deptwhen amountThere is an increase in the f deflection if the stns i instal sh pa rye! instead f directly t the framing- � len th�� f � Foundation Corners: N@11 qU2ntifies may be reduced for Jess than I riser diSt2n design �� the code allowable load for fasteners d terser �� shear. To die doublemembers m berg together, the Designer must determine tt act One Unitwithout splitting the wood. he fasteners required to bind members • dditionl studs attachedto the deall studs or dost b required sheathing nailingby the einerfr�! 11/23/2005 3437 PM �`lai�� , � u��b` lie'L�l'HD/STMStrap Tie HoldolA7n G-affeiry: HOLDOVYN Yl— COK"RETE FOUN-DATION BY OTAERS, f5 "OR[ -14TAL -2 0 PROJECTIJON • F -MBO)DDED E POJ TIM AP OF STR LDOM 40 LAB M l x M .94 RESAR Wiff-H.-RN I HATCHED MEA (MAY BE FOUNDATION REB. 'VED TO BE TIED TO RERA R http:l/uww.strongtie.0omfproducis/connectorslLSTM-S TTM.htrn- roli over Images below to see largerimage STHD U.S. Patent 5,813,182 I M a g u prq ciated joy 2005 Typicaf STH014RJ Rim Joist Application image LI %_j PPlated July 200 5 ---ig El'�' New Built-in Tab Feature PVAMZR 14 ow I TYPical STHD Edge InSrtall2tion (for two pour, s e e fo oln—D te -5.) image Grp Lei july 200;1� .L.J STHD with striate TYPIGal STHD Comer Installation on 3-2x studs (for two pour, see foo Aacte 5.) N211S are countersunk for a low profile strap SUrfa. Typical STHD14 Two Pour Installation image UPdat%el,d July 2005 roll Over images below to see larger image Single Pour Rebar Installation F Image mdatedji-iju 7Co,,)S J - k-1 z .06 Typical STHD14 Two Pour Installation image UPdat%el,d July 2005 roll Over images below to see larger image Single Pour Rebar Installation F Image mdatedji-iju 7Co,,)S J - k-1 Two P01jr Rebar Instailatiori imageupdat-ri Jul - !=%-z Fy 2005 Waintain minimum rebar cover, per ACi-318 concre rin Go -requirements. Spalling Load Reduction I 0 If strap is bent horizontal 90'durl ng Installation, and then bent vertical for nailing to the stud concreteSP211ing could result. Load reductions may a' pply, see installation note. Spall Reduction System for STHD and HPAHD Features BUIlt-in t2b f3erefits Holds STHID away from the formbo;ard, reduces pall inand costly retrofits and prevents movement of the STD back Into the formboard, Ii/2J/2U053:37PM z AMA& Z-24".. `TF 4F Two P01jr Rebar Instailatiori imageupdat-ri Jul - !=%-z Fy 2005 Waintain minimum rebar cover, per ACi-318 concre rin Go -requirements. Spalling Load Reduction I 0 If strap is bent horizontal 90'durl ng Installation, and then bent vertical for nailing to the stud concreteSP211ing could result. Load reductions may a' pply, see installation note. Spall Reduction System for STHD and HPAHD Features BUIlt-in t2b f3erefits Holds STHID away from the formbo;ard, reduces pall inand costly retrofits and prevents movement of the STD back Into the formboard, Ii/2J/2U053:37PM of 5 0u ung I 1e f LS'1'HDISTHD Strap Tie Holdowia `LOC�P--JTable. }� r M d au � Min.. I LSTHD8 LSTPO-mi e �� ..P D. MIN STH D 8 1 STH D8 PW D 4 Y cMHni A P . http--/�rw,��.r"r t' 0 trS/ S 'THD. h tm No additional labor. � - •, �= A -� � � Rau f,.�•s� ��.� • :: •- � •, ... •:. ..-. .` � �= � *.-',o�.,�, �•: � -�,� �•...,�,,:-_u�r." a ,�.,.,r, AOR } Is Aft50.2$85 2135 r w2 .'" ;� Zvi 0 3. 14 'RJ'after the model indicates Tfor rim joist 2. STH D 1 4RJ on 8" sternwa 11 requires 30-16d sinkers, with the (I e ) JoLad at 133% of 4960 Ibs. 3. 1 Od commons or 12d Common nails may be used with no load reductic-n. . Minimum rill end distance to preventspliffing i The" STHDIO atthe same on clition i 2035 lbs. f�� 1 / " end di tans. S. Fortwo pourwith 4 slab or less. The STHD14 load at 1/2 end distance 2000 Ps"is 3235 Ibs, �� Ibs. t 1end distance, . Allowable loads have been inc:rd. % andend distance. 0% for earthquake e or wind loadin with no forth r increase � allowed; reduce rh rother load govern. . Strap may be bent one full cycle. 8. aIo.aite Joads using straight fire interpolation for comer distances between 11271 and I 9. STHD 14 a nd STH D 1 4RJ i nsta lied on H F/S PF in an 8PI stemwall: the I e load is 5280 lbs. 11/23/2,005 3PM LS1'HlllSTHM Strap Tie Holdo�vn. http.Il�u�vw.strongtie.cpm/praductslconnectors-S T.HID.htrnl CQ0�k_-,RPpQ.rts (PDrs) Ste table abovefor sp�eifc produet rences !GC ER Reports {formerly lCBp RePvrts} about the SCC uOde Re. 32: aR5349 (3871) LSTHDISTHD Series Strap Tips Code I'll"Ief. 28: E_R�5275(460k) h Light Gage Steel Applications: LTB, LTS, MAS, MTS, S1A23, SIH , S1H2, SfH2.5, SIH3, SlHDB 51HD'I D, SIHDI 5, 51LS50, SILS701 SILTT20} S,+HTT1 4, SINlST, SIPAHD, 51HPAHD, ST, TB ,q2 � CMST12, CMST14, CS16, CS18, CS20, CS22, HPAHD22-2P, LSO, x.50, X70, iCFLC A231 STHD8, STHDID, ST"HD14 , SIJCT8-�4, Florida Statewide Product Approvals Code FZef. 122: EL503 Code Ref. 121 EL474 Drawings (DWGs) Perspective ATE T—H P 14 R J Orthographic LTHDB 5TF-ID10-R STKD'!4-R M n F i FL To download drawings, right -click or Ctil-click on the link, then choose "Sav arg et As... PI YH . l id T Q, RQLA R 5! D 4 TD I -SMEM TDJ R-elat-ed Catalog Pages(Mr`s) C-: ST�LEJRPL HD_= U �[_Q `a -L LS- IT-H—D 8 --R STHDIO aT- H ' C)Rj- —�F 1 J -L THS QTHD1 4RJ_ S I '�. TH� -L STIP 2005 Wood Construction Connectors (361 k) -HW- Isiah 'min Related Categories 1j,old-o—wns a. W _l 1 Wind �! I .......... (PDFs) T-HEMFiRa3 (750k) r Anch (215k) (93k) HoIdowns dor Hem -fir Lumber (Replaces T-HEMFlR..R3) Download the Simpson Autocad Menu �iTRD 10 -L STHD14 5THDI 4,F STNdB_F SHD8l Mo top e r r free cat2logs by mail v1sit the Literature Order Form T-T—RA ClCER—HA LQa,-R 001k} Trackers Color -Coded Nall AppRcations with Halsteel Fasteners (Replaces T-TR,gGI�ERNA[L02) T-PosIrivE�v�.a4 (83k) dacesPositive Placement Nail Applications ! i - )f J top top I 1 /23/2005 3:3 7 PM j LL LJL[1:10- I UJJ �3trap Holdown T -POS ITIVEN 03 T-POSITIVENAIL) hap.Wwwrive.strongtie.co Mp si, con-necto IT '-T.tm] 1--MR_NA.1L05 (88k) EZ CODE' Nall Appl-Icatinns with Air Nail Fasteners (Replaces T-AIRN,WILD2� L--�-O�ST�TCH05-R (233k) Applications with Bostitcih Metai Connector Fasteners (Replaces T-BQSTiTCHQS) T--S—TRAPTITEL (80k} Hitachi Strap Tite Nail Applications with Hitachi Fasteners i-951NF�N1U (1 mb) Simpson Strong -Tie Companion t4 the AF & PA Woad game Construction anuai, 1995 Edition (Replaces T-95VIfFCM03) Fliers (PDFs) F-STHDi�,B5 (105k) STHD Built-in tab pigs! (Replaces F-STHDKH) E-�WJUD_05 (468k) The Effects of Winch F-OVERTURNQS (430k) Addressing Overturning laces F-WCHOVERTURN03) Home i about Simpson j Contact Simpson 113ro se Pro ducts Limited WarTanty � Product Use fnformaN n I Parent Company Stay in-fo d1 Sign Lip forSimpson's newsletters C)Pyd ht 0 2005, SampsonStrong-Tte Co., Inc. All Rights Contact Webmaster with questions Or comments. f5 top pop 11/23/2005 3:37 PM