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Home My WebLink AboutCorrespondenceDave Argo From: Sent: To: Cc: Subject: Dave Argo Wednesday, May 1,2019 2:48 PM 'Tyler Maier' 'd heyl@ heylcivil.com' RE: David Heyl Residence Tyler: After reviewing your most recent email including the revised letter and changes to specifications/general notes addressing the compacted structural fill below foundations, the Building Dept. will accept this information. ln our local area, we typically see details from the Structural Engineer which graphically interpret & depict the Geotech Engineer's requirements. ln this case, we believe that your revised specifications cover things well enough that we can perform our concrete inspections. Thanks for your assistance in this matter. Døve Argo Plans Examiner Gurfirlú Çøurrty Community Development Department 108 gth Street, Suite 40L Glenwood Springs, CA 8160L Tel: 970-945-821"2 Ext. 1610 E m a i I : d o rg o @ go rf ield -cou nty. com We b : go rfie ld-co u nty.com From: Tyler Maier Imailto:tyler.maier@tamarackgrove.com] Sent: Wednesday, May 1, 20L9 1L:00 AM To: Dave Argo Subject: IExternal] RE: David Heyl Residence Hi Dave Argo, I wanted to coordinate with you specifically on your comments below prior to sending out stamped documents. The Building Dept. needs to clearly understand whether or not the Structural Engineer of Record (Tamarack) is requiring compliance with the Geotech Engin,eer's latest recommendations for 3-feet of compacted fill below all footings, and your letter(s) do not make this clear. I have attached a preliminary letter with corrections expressing complíance. Can you please verify that this revised letter is acceptable? ln addition, if structural compacted fill is required, we need to receive a structural detail from your office describing what this looks like (minimum depth, width, and any other design parameters) so that our Building lnspectors know what to review when they go out in the field to perform footing inspections. 1 As for the detail you are requesting. This is typically not done by a structural engineer, rather general structural notes are provided in section 2, Notes.'4, and l. These generalstructural notes are also in compliance with the Geotechnical report. Also, there were (2) full-size drawing sheets also included in the recent amendments, but we don't know what information has been changed on Sheet S0. lf there are changes, revisions or additions to this sheet, can you please cloud or otherwíse highlight them and send to me via email? I have attached preliminary SO.0 sheet with cloud and delta revisions that were m.ade to show compliance with the geotechnical report, and revised geotechnical alternative letter. Can you please verify that this revised letter is acceptable? Tyler Maier ffiK GRÐ\lE ñ ilì * i ¡i t-Ì Ë l-i i ,i'l ,; TYLER C. ,\^AIER Project Engineer I Specializing in Structural Engíneeríng \rA, LrR. NV. iD, MT, wY, C0.lZ. CÅ. l.l,v,. lÌ.. r'1t. ¡^(). lr'r. iL, l'iY. i'jl) cA, FL, NC, Si, Vr\. Pi\. LlTi5.Ë.i, l(-t, il.i. ot. Äi{, (,1-, cH,,r,lì'1. ¡r'15. wÌ'¡ lÁ,,r¡i, LÅ,. tÅ4. l'lY. iD, t\iDC, Àâ8, Êl Hl, AL, i'liì. ÀR, OK, 'i.,, t-¡, ^,ì9, vVl AtËrRTA. BRlllir;l coluÀ¡rBiA, t¡¡\i'ìircÛ4. 0r'¡TÀRlÛ. !,A!K¡-\fclì9well. YlJlor'l NLW[0UÍll)LAr.iD, iiC¡\,',A çCíì-f rÀ pìiIR'l.O Rli û iìiiÂÀ,1, Viìì(:iN ItL¡\NÛ:. liÀit,ù¡Ar 812 S. La Cassia Drive Boise, lD 83705 208.345.8941 PHONE 208.629.0879 DIRECT 208.345.8946 FAX 208.914.5108 MOBILE tvle¡'.;n¿íEr'@iar¡a;-¿tkç;-cr.'e" {ilm :]'1'I{.!êrnÊLT!¡sIl-}-ÈËçll ffi ;,,¡'1*¡i{ ii fÌ,,h"llii::@ HAHB r'r'r"g#å1åi s ,¡.*,¡dÈl Dave Argo Sent: To: Cc: From:Dave Argo Wednesday, May 1, 201910:24 AM 'Tyler.Maier@tamarackg rove.com' 'd heyl @ heylcivi l.com' David Heyl Residence Tyler: Yesterday we received updated plans & a couple of letters from Tamarack Grove Engineering as provided to our office from Dave Heyl. But after reading through this correspondence several times, I honestly don't understand what you are trying to say. The Building Dept. needs to clearly understand whether or not the Structural Engineer of Record (Tamarack) is requiring compliance with the Geotech Engineer's latest recommendations for 3-feet of compacted fill below all footings, and your letter(s) do not make this clear. ln addition, if structural compacted fill is required, we need to receive a structural detail from your office describing what this looks like (minimum depth, width, and any other design parameters) so that our Building lnspectors know what to review when they go out in the field to perform footing inspections. Also, there were (2) full-size drawing sheets also included in the recent amendments, but we don't know what information has been changed on Sheet S0. lf there are changes, revisions or additions to this sheet, can you please cloud or otherwise highlight them and send to me via email? Please follow-up with these items at your earliest opportunity so that we can finalize our plan review and issue a building permit. Thank you - Døve Argo Plans Examiner Garfield Couttty Community Development Department 708 4th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8272 Ext. 1670 Emoil : da rgo @ ga rfield-cou nty.com Web : go rfi e I d-cou nty. com Subject: 1 Dave Arqo From: Sent: To: Subject: Attachments: Tyler Maier <tyler.maier@ta marackgrove.com > Wednesday, May 1, 201911:00 AM Dave Argo lExternal] RE: David Heyl Residence SO GSN (5-1 -1 9).pdf; TGEl 9-1 1949, Heyl Residence, Foundation Approval (5-1 -1 9).pdf Hi Dave Argo, I wanted to coordinate with you specifically on your comments below prior to sending out stamped documents. The Building Dept. needs to clearly understand whether or not the Structural Engineer of Record (Tamarack) is requiring compliance with the Geotech Engineer's latest recommendations for 3-feet of compacted fill below all footings, and your letter(s) do not make this clear. I have attached a preliminary letter with corrections expressing compliance. Can you please verify that this revised letter is acceptable? ln addition, if structuralcompacted fillis required, we need to receive a structuraldetailfrom youroffice describing what this looks like (minimum depth, width, and any other design parameters) so that our Building lnspectors know what to review when they go out in the field to perform footing inspections. As for the detail you are requesting. This is typically not done by a structural engineer, rather general structural notes are provided in section 2, Notes. A, and l. These general structural notes are also in compliance with the Geotechnical report. Also, there were (2) full-size drawing sheets also included in the recent amendments, but we don't know what information has been changed on Sheet S0. lf there are changes, revisions or additions to this sheet, can you please cloud or otherwise highlight them and send to me via email? I have attached preliminary S0.0 sheet with cloud and delta revisions that were made to show compliance with the geotechnical report, and revised geotechnical alternative letter. Can you please verify that this revised letter is acceptable? Tyler Maier ffiK GROVE EP\¡üËNl:ãnlHG TYLER C. MAIER Project Engineer I Specializing in Structural Engineering WA, OR, NV, ID, MT, WY, CO, A7, CA, NM, TX, NE, MO, TN, IL, KY, ND GA, FL, NC, SC, VA, PA, UT(S.Ë.), KS, NJ, DE, AK, CT, OH, MN, MS, WV IA, MI, LA, MA, NY, SD, WDC, ME, RI, HI, AL, NH, AR, OK, IN, VT, MD, WI ALBERTA, BRITISH COLUMBIA, MANITOBA, ONTARIO, SASKATCHEWAN, YUKON NEWFOUNDLAND, I{OVA SCOTIA, PUERTO RICO, GUAM, VIRGIN ISLANDS, BAHAMAS 812 S. La Cassia Drive Boise, lD 83705 208.345.8941 PHONE 208.629.0879 DTRECT 1 208.345.8946 FAX 208.914.5108 MOBTLE tv ler. maierLã¡tamarackgrove. com www.tamarackqrove. com ,^\Effiäfu ilAHB.egc*gse* From: Dave Argo <dargo@garfield-county.com> Sent: Wednesday, May 1, 2019 10:24 AM To: Tyler Maier <tyler. maier@ta ma rackgrove.com> Cc: dheyl@heylcivil.com Subject: David Heyl Residence Tyler: Yesterday we received updated plans & a couple of letters from Tamarack Grove Engineering as provided to our office from Dave Heyl. But after reading through this correspondence several times, I honestly don't understand what you are trying to say. The Building Dept. needs to clearly understand whether or not the Structural Engineer of Record (Tamarack) is requiring compliance with the Geotech Engineer's latest recommendations for 3-feet of compacted fill below all footings, and your letter(s)do not make this clear. ln addition, if structuralcompacted fill is required, we need to receive a structural detail from your office describing what this looks like (minimum depth, width, and any other design parameters) so that our Building lnspectors know what to review when they go out in the field to perform footing inspections. Also, there were (2) full-size drawing sheets also included in the recent amendments, but we don't know what information has been changed on Sheet S0. lf there are changes, revisions or additions to this sheet, can you please cloud or otherwise highlight them and send to me via email? Please follow-up with these items at your earliest opportunity so that we can finalize our plan review and issue a building permit. Thank you - Dave Argo Plans Examiner Garfrcld Couuty Commu nity Development Department 708 9th Street, Suite 407 Glenwood Springs, CO 87607 Tel: 970-945-8272 Ext. 7670 Emo il : d o rg o @ g o rf i e I d -co u nty. com Web: ga rfield-cou nty.com #Èr 2 GROVE i:. ¡l (t I l¡ i:. ír'- iì i ¡l í.": May L,2OL9 Ga rfield Cou nty Commu nity Development Depa rtment Attn: Dave Argo 108 8th Street, Suite 40L Glenwood SPrings, CO 81601" (970)-945-8212 Ext. 16L0 Re: HeylResidence,Geotechnical ReportReview&Approval-TGE19-L1949 Mr. Argo, The purpose of our letter is to address the foundation wall, and perimeter continuous strip footing construction for the above-mentioned project based on the provided Geotechnical engineering report (H+A Kumar & Associates project No. 1g-7-1L7 dated 2/5/2OLgl as well as foundation alternative letter (H+A Kumar & Associates Project No. 19-7-117 dated 4/26/2OL9)' After reviewing the recommendations outlined in the Geotechnical Report (H+A Kumar & Associates Project No. L9-7-117 dated 2/5/2019) and foundation alternative letter (H+A Kumar & Associates Project No' 19-7-117 dated 4/26/20t9), Tamarack Grove Engineering approves that the foundation wall, and perimeter continuous strip footing can accommodate and requiring compliance with the recommendations in the Geotechnical Report plus foundation alternative letter for 3 feet of compacted fill below all footings. ln addition, all design notes/details on the approved construction document set stamped on March 13th, 2019 and revised S0'0 general structural notås, and foundation plan stamped on April 2gth,zo]rg shall be referenced during the construction and inspections phases' lf there are any other questions related to this project, please feel free to contact our office' Kind regards, \1,{ *; Tyler C. Maier Tamarack Grove Engineering 812 La Cassia Dr. Boise,lD.83705 Ph. (208) 62s-087s Ema i I : Tvle r. M a ier(ôta m a rackgrove.com SfÆrÅlþ¡"r1 ut St¡u¡IamL engrut*A Ê1Ê l..o C$s{¡lr¡ Dr. ' Fo[rjtr, ltlolrn 837f]E ' Phnro; 2n8'34f]'8341 " Fox: 2O8'S4ti'€Ë148 OPEN-HOLE SOILS RËPORTIS REQUIRED AT FOOTING000 PSFIhISPECTIOI\¡G" 6EÛTEC.HN]CAU50il-5CÊlTEftrA1" ALI.ÛHfABLE s.OIL &EÀffT'IG PR[55Uf,8t. lT$Í{tM[.tM Fffiüs[ tsEFTþr" 3,üüû PsF {|(UMAR & A550C|ATF5, iNC.}= 36 INçHIS& åLT FÐüTINË ÀHD fTIJNDÂTIOil{ TESXG$¡S ARE 8A5ED Tfl¡ AII¡ ATLTWABLE STI{. BEARING CAFACITY OF 3,OOO PSF {KUMAR &ASSÛCIATES, lf,¡C"ï" ALLfll.irlnlhlfi sþtALLtW SPnEAD FOUN$ATIü|{S 5Y5TEM5 SHAu_ ÐEAR ON A MtNlMr.¡M 3-FOOTZohtE OtËN6[r.¡[EH[ts üfl]4VEL FILI- {KUblAR & 455üCIAT[5- lNC.], lt THE S|TE HAs A LOWER EEARTNñ CAFAË|TY THAN LlStED, TþiENFüUÎ'¡üA,TÍOI{ P[-AN WLL illEEt T0 BE REDËS|GI.¡ID,t" rdd!il,lû t_üABs1," '|1IINü 1fuTPüRTEF¡CT FACTOR, ¡-*J.,r. BASIC brrND SPEEÐ {r.'r.TrMATE}3. "J\lli{t EXpü5URr4,. WÍilrÐ PREss[.JRE WAL|- {[f,¡[t058Ði,5. WlÌì¡D pRtSSt¡RE RüüF {ENCIC}580}6, Wtr.¡t uPLiFr pRESSLRI p.ütF7, lUlr'¡B PRESSURE WAIL {COMFüHEI{TS & CLet$ü|,{E}= 1.00" 115 MPH= 28.78= 19.68 FSF= 8.t FSF= 32.4 FSFFüH ALL E}fTERffiIfr FTOTTû¡65, ËOI'¡TRA TüR SHAI.¡. COORÛINATE AF¡Ð VERIFY,Ë. AL{. C'Oþ¡NhI[.¡ü[.J5 sPfiEAD AilIÐ !sÚ[-ATET FTOTIN6S sI.IALI BE FOUNDTD TN APPflOVED ENGNNEIREÐ STRUSfURAL FII.I- ,B. IT 15 RECüMMTNDTB THAT A[-L 6RADII\¡ü, EICAVATIÐfi¡, PIACEMËNT OF STRUCTIJRAI IILL AND IHSTAIIANON OFFÛ{.}þ¡DAT¡ÛI.¡s BE PERFüfrMEil I.'NDfH TþIE I},¡SPECTION AITD TIsTINË ÖT A SUATITIED üEOTECHNITAL CüNSULTANT DURINGTlrE cRlTlcAL 5TA6E5 0F C0¡¡5TR[JCT|üi,¡.E" VERIFY LüIATIONS FCIR STIP TüOTIIìIGS AilIÐ ITUi¡DAT¡ON WAI-LS 8A5ED ÐN S]TE FINISHED üRATT, ALI- FÖTTING 5TEP5 SHALLBE A MA}{¡MUM üf, {2} VERT]CALLV To {1} ll0filzti'lTAlLY.F. VTRIFY LTCATNüHS FOR ANT PIPING üR TTHER $¡'T[ REIATÊD UÏLTTIES NUI{NING AIÐN65IDE OR PENETRATING THROUGH THEFOIJ hr DATrüt'¡s 0fi sTE MtUALts,6. ALI. CüNCRETE 5LAB55I.IA¡.1HAVE REIT"¡FORC¡Iì¡ü PTR PLANS & CONTROLJOINTS @ ].0,.Û'' O.C. SPACING MAX. AND SHALL BrFTIjhIÛIÐ OüI h,lATTilALs CTIdPÂÇTEB TO 959Ë OF MAXIMUM DINsITY A5 OTTERMINEB BY A sTAND,ARD PROCTOR ATCIP'flM{JM [r'!û¡sTUfrE AND PI-ACEÐ ¡lt 8' ["IFTS.H" 5H8 SAït'll'¡ COt-iTR0L &. C0illSTfiUünCI¡'l jtlil*TS SF{AL¡- BE MAÐE AS 500¡,¡ AS POSSIBLE WITH0UT DAMAGE TO Tl{E SI.,RfACE,I{" PRû\ÍIDEADEQI."$åTE DR"åIil¡,{TE EEÞ{I$¡Ð ALLWALLS TT ALLfVIATE ANT STANDING WATIR.L. Måf{tMr.Jtvt ctilcRrrE s,u{B TFil[rff¡Ëss $5 4,',ALI- 5Tfr[-iTTURAL FTN.L BELÐW FÛTTIHGS S}IALL EXTEh¡Ð TI..}T PAsT FOSTIf'IG5 AT A SLOPE OF 1" HORIZONTAL TO 2 VERTICAL TO[tMp[TE¡ü_T 5r[i-5,oIt" GRCIVE ¡:. l¡ ¡t I lJ Í1-:tlíi{ç April29,2OL9 Ga rfield Cou nty Commu nity Development Depa rtment Attn: Dave Argo LO8 8th Street, Suite 40L Glenwood SPrings, CO 81601 (970)-945-3 2L2 EtL r6to Re:HeylResidence,MonolithicPourReview&Approval_TGE1.9-11949 Mr. Argo, The purpose of our letter is to address the interior continuous strip footings, and interior pad footing construction for the above-mentioned project. Tamarack Grove Engineering approves that the interior continuous strip footings, and interior pad footings can be poured monolithically with the interior basement slab on grade on the approved construction document set stamped on March 13th' 2019 and revised foundation plan stamped on April 29th'2019' lf there are any other guestions related to this project, please feel free to contact our office' Kind regards, r1.,4 ** Tyler C. Maier Tamarack Grove Engineering 812 La Cassia Dr. Boise, 1D.83705 Ph. (208) 629-0879 Email: Tvler. Maier@tama rackgrove'com 0412912019 SfrûÅb¡r^g ø St¡u¡Ían!" enaøuttt'a ß'l2l-n Cr¡¡:nk: U¡. " Boiûo, ld¿rho BSTfJß 'Írliont:: âOS'í145'8S41 " Fftli: AOË g4tr'8S46 Dave Argo From: Sent: To: Subject: Attachments: Please take a look I would like to talk about this. Thanks Dave Heyl <dheyl@heylcivil.com > Friday, April 26, 2019 10:55 AM Dave Argo lExternall FW: HeylJob A3 Foundation (REDLINES 4-26-19).pdf HËT David Heyl Heyl Construction, lnc 6560 County Rd 335 New Castle, CO 8t647 Mobile: 970.274.6488 Office: 970.984.3404 Fax: 970.984.3403 email: dhevl@h l.com www.hevlcivil.com From: Justin Ja nkowski <justin.jankowski@goldeneagleloghomes.com> Sent: Friday, April 26,2Ot910:43 AM To: Dave Heyl <dheyl@heylcivil.com> Subiect: FW: HeylJob HiMike, Please see attached redlined foundation plan Please let me know if you have any questions. I am working on finding some details for the grade beams, and grade beams to footings. 1 þ ÆE R@REO,A1^. WAfeàffiM,hrÉ BEM9. 76'-7 ll2' 14'-0"36'-7 112',26'-O" L 7!0"x7L0'x14" FOOTING #5 BAR E.W. 18" WlDE x 24" DEEP CONCRETE BEA¡,¡I W/ (4)#5 BAR TOP AND BOTTOM srMPsoN HÞu4-s052.5 REI HOLòOWN s¿HÊDULÊ 7'-2',11'-8"7'-?', 6ARÁ6Ê FOOEM/FROST WÁß 24" wIòÊ X 10' òEÊP sMP FOOEÀ|6v (2)#5 B^Rs ¿ONI (U.N.O.) 5'10"5'-6 tlz',5'-6 112',8'-0"s',-6 1/2',6'-z', o o t\Lrl t I( o € óxó mÊÁlEò Posr S¡MPsON Hfr4 T€NSION NE w/ 5/8Ù Dil, NRE¡DED ROD w/ SIilPSON sEr-xP Epow (4" €rsED.) W/ NEAIEÞ bONUI FOR òË¿K/POR¿H COVERED PORCH ÁBOVE 4'FOOTING BAR E.W. SIÆsON HDU2'5D52.5 HòUz-sDs2.5 ÞE: HOLDOWN sÊÁü Pock€r HOLbOWN 5CHEDULÉ t6'-4',20'-8" AAÈ.A68 UNEXCAViÌEù WIDE x 24" DEEP CONCRETÊ BEA¡/w (4) #5 BAR TOP AND BOTTO¡,4 .l ì I o STORA6E UTILITY SI¡t\P5ON sR¡P TE FOR 10'-8 tlz',ci z ÞRÁ6 8n. (3) 2Xó 4'-0"A'-7 Uz', I 2X4 8ÊARIN6W¡[8n. E.W. LÁNDINE SURFACÊ B.O. I t5 8'-6 1/4',-2 t/4"PERII¡ETEÞ sy ¿.8.€ SIMPSON HÞU5,5052.5 RE: HoLòOWN SCHEòULE 1/2" slÁtR BEÞRoo^¡i4rs'MDEX 10"(4\r3/+'x91/2' 1,558 LsL V LSL PLÁTES x 39'X 12"FOOENê W,/ (2) #5 g^Rs coNt ¿ #5 RANSVERSE 8AR AT 16" O.c. (u.N.O.)BATH 4 Ð'w IRÉffi -4 1/4"o Ë Izou >ø -91 NN 6AME ROOA{b'îØd 13'-ó'X 15'4' N + >o o stflPsoN HDUZ-SòS2.5 23'-l',HOLDOM SCHEÞULE BEDROOM 3 FA¡AILY ROOM BATH 3 o L 'l io>óeÊ H< o srilPsoN òscsR/L-sÒs3 DR^6 SNUI CONNEIOR á FRÁM1N6 AWE srMPsoN Msl¿52 sN¡P EE FOR FIREPLACEFOOEi{€ DRA6¿oNNEc[oN 4'-0" X óL8'X rO' FOOÍI{Ê w/ (5) #4 LOM¡rubINAL SÁRS ¿HDU2-SòS2.5 SNIP FOOENg V(2)#5 S^ÈS sÁR AT tó" O.¿ (U.N.O.) | HòU2-5DS2.5 o o RE: HOLDOWN SCHEòULÊ CONT ¿#5 R¡N5VE¡58 RE: HOLDOWN S¿HÊòUI.E o oLOÁD FLOOR FOR (3) 2Xó w/ #5 BAR ÁT 18" O-C, 8OÊ HOREONTAL o .Þ0Eb wEr6Hr 8R.¿ VEEC¡L ÁIL, STÁMÁRD HOOKCOVEREb PORCI{ o oETAtL6 0N Tn6 D2 PA6E WLL ÞE ON THe FOttO\t/].N6 PA6eé o € € f € o o 9'-ó" a ru concrerr rv onersl ÞECK ÁBOVE AE. WIL! PROWDÊ #517 8P PO5T 18'24',-O' I ó'-0"24',-O' - .¡)------ --1 l_ _,------tl-l----- 9'-6', COVERED PORCH 14'-7 tlz', lsFãì 76',-7 tlz',ls#iì sItPsoN Hòu4-sbs2.5 REI HOLDOWN SCHEDUL€silr R¡mhd T!Þi¿al nVNZ lôslÐlrsrlãr t\ W/ SIflPSON SET-XP EPOW ({', EflSED.) 4X8 SQUARE HAND HEWN HALF LOG 518',ROD 3 5/8' LOG PRO. 4397 LOG PRO. 517 8X8 SQUARE HAND HEWN VERTICAL CORNER 1t4' I:l d ¡EAAPOCKET/ Hânger¡otshown for clarity Ho¡zonial Hl f lBÌaliâi,m GRADE BEAM 4" TO 6'VOID FOR¡,I r8'wrDE BY 24'DEEP W (4) #5 BAR TOP & BOTTOM & #3 STtRRUPS @ 16',O.C. (TYP.) FOUNDATION WALL DETAIL SIMPSON FWANZ ANGLES AT 24' O.C. W (3) T6d TOENAILS INTO FLOOR JOIST TO ATTACH TO SILL PLATE 5/8'DIA. ANCHOR BOLTS AT 32" O.C. 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A3 is also the foundation structural plan stamped by the engineer HËl' David Heyl Heyl Construction, lnc 6560 County Rd 335 New Castle, CO 8L647 Mobile: 97O.274.6488 Office: 97O.984.3404 Fax: 970.984.3403 email: d hevl (ôhevlcivil.com www.hevlcivil.com From: Dave Argo <dargo@garfield-county.com> Sent: Friday, April t9,2OL9 4:34 PM To: Dave Heyl <dheyl@heylcivil.com> Subject: Bldg. Permit #BLRE-03-19-5695 David: I have reviewed plans submitted to our office for a new single-family residence located at Oak Meadows - Filing 3, Block L, Lot 3. But before we can finalize our review & issue permits, we need the following outstanding items to be addressed: A. Soils Report - Please provide us with a digital copy of the soils report prepared by Kumar Associates and referenced on Sheet S0 in the plan set. There seems to be confusion as to allowable soil bearing capacity: 2,000 psfvs. 3000 psf? B. Engineered Foundation - Any time foundation walls exceed eight feet in height, we require a site specific foundation plan prepared by a Colorado licensed Professional Engineer. Please provide our office with (2) copies of an Engineered foundation for this residence. C. Engineered Retaining Walls- There are (2) vertical retaining walls exceeding 4 feet in height shown on either side of the home, and another boulder retaining wall 10 feet in vertical height along the driveway. Since these retaining walls exceed 4 feet in height they must be designed by a Colorado licensed P.E. - please provide details for our review. We appreciate your assistance in providing these items so that we can complete our plan review & issue permits. I Dove Argo 76'-7 1/2', 5M6H bWKø 10 ]WFER pr 8øKNó dDEI 14'-0'36',-7 1/?',t.26'-O', L srflPsoN Hòu4-sD52.5 RE: HOLDOWN 5CHEDULE 7'-2',11',-8',7'-?', 6ÁeÁ68 FOOnI\E/FÀOST WÁtts 24¡ WòE X 1OI DEEP SNP FOOEN6w (2)fr 8ÁRScoNr (U.N.o.) o 5',-10'5'-6 112'5'-6 112',8'-0"5'-6 1/2', o6'-2',' ¡l--------I \LI -\Ll l------ o o sONO-ru8E¿ ÁLL¿ONAÉTÊ BY OüÊRS 6.E- MLL P¡OWòE óXó NEAED PO5I w/ NEÄED òONUT FOR ÙECUPORCH COVERED PORCH ABOVE SIMP5ON HÍ4 MNsTON NE V 5/8' bIA. üÞEÁòEÞ ROÞ V 5IMP5ON sEt-xPEPOW (4',EM8Êò.) o SIAPSON HDU2-SDSU.5 SEÁM POCK€TRE:HOLDOWN SCHEDULE Fb0l 16'-4',20'-8', N H05 STORA6E o =lÉÞ Ël p UTILIry SIffPsON HÞ541óZ sN^P EÊ FOR (4t 2x6 I L òRÁ6 #2 Bn (3) 2Xó- - rylæmruãw-¡u- --l #2 gR j tr---I I 15'-7 I w (3)#4 E.W L¡NÒIN6 SURFACE B.O. I 8'-6 1/4',15',-2 1/4',PERIüETER WALL 8v 6.8. stilPsoN HDu5-sD52.5 REI HOLÒOWN 5CHEDULE BÃñ6-J¡TL I12'-¿r'- - .t _i 5'-1 1/2" sÊÞRooM 4 i I 9r 6l"l I I I r T8" MÞE X 10' DEEP SNIP FOOENG w/(2) #5 SÁRs ¿ONT' ¿ #5 RAN5VER5E 8AR ÁI 1ó' O.C. (u.N.O.) (4)t3/4'X9Llz" 1,558 LsL w/ LSL PLATE5 x 39" X l?" s Ffe.wt 6\#8.w. BAIH 4 bffi--ñæ- I I I9 ôr I I I 1/4', 6A^{E ROO^4 13'-ón x 15'-o'ìø rl rs I I I ø'F@û-w- ì + o srMPsoN Hòuz,sDsz.5 I I 23'-l',-t I I ^tI I I I I _t BEDÈOOM 3 ts FAMILY ROOÂA BATH 3 o €+o>19fi Áa P< 6 srüPsoN Dsc5R/L-sÞs3 ÞRA6 SRUT CONNEfrOR ¿ A34 FR¡üIN6 ÁN6LE 5rtP50N M5TC52 sMÁP EE FOR E I*l Lq I I I I I EREPL^¿EFOOEM DRÁ6CoNN€CNON 440" xó!8" x t0' FOOEMw/ (5) #4 LON6¡ruÒIN¡L SÁRs &ir I I I I HDU2-Sbs2.5 -w^LKıur-BÁsEM-ENiFoıEN6-FRæTwALt5 ú € (8) #4 s¡Rs RE:HOLbOWN 24',MbEX 10'ÞEEP SnrPFoOnNg w/ (2)#5 BÁÊs coNT. &#5 nÁNsvERsE s¡p ¡rú'o.c. (u.N.o.) | w/#5g^R4T18"O.eBOfl HOREONT L I ¿ v€E¿^L Á[. sláND^Rb Hoox i LOÁD FLOOR FOÞ ÁDDEb WEIgHIÁ8OW (3) 2Xó € BR, COVEREÞ PORCH 5PF *2 Ên.(2\2x1O SPF #z ÁBOVE Lil 7'-g',7'-0'7',-4. 14'-0"9'-6'.5',-O"9'-6' COVERED PORCH ABOVE ¿ áLLCON¿RETE 8Y DE¿K ABOVE(4\t314',Xatlz', r,558 LSL 6.E. M[ PROWDÊ#5I7 SP POST,- rIì), -- - - - ------ -r'-l) òoNUTFoR ÒÉcuPoRc[',¡t 'ñ! -,ñt-,,------'Ér 7'-10',7'-O', 24'-O'24'-O"ó'-0"8'-0" 8'-l',8'-1"7'-g'.7'-4',2'-O' t4'-7 1/2', o o o o o o + o o o o 1 1 ßw¡ 76',-7 t/2',lswZ 14'-7 1/2" I FULL HEIGHI CONE WÁLL - wl 3ð" FFósiw-ÁLL- stilPsoN HDU4-sDs2.5 lE¡ HOLòOWN SCHEDULE S¡ll anchoage by ol¡r¡s 3/A',ROD w/ stilPsoN s€T-xP EPOW (4" ÊffB€D.) FOUNDATION WALL DETAIL SIMPSON FWANZ ANGLES AT 24" O.C. W/ (3) 16d TOENAILS INTO FLOOR IOIST TO ATTACH TO SILL PLATE 5/8'DIA, ANCHOR BOLTS AT 32' O.C. (U.N.O.) TRTD. SILL PLATE o =JJ =Uz Uôuúf o ó J U F u q o o o XN 3LO" X 10" THK. FOOTING w/ (3) #5 BARS CONT. & #5 TRANSVERSE BAR AT 18' O.C, AT TOP & BOTTON4 OF FOOTING FOUNDATION INFOR¡4ATION PER DAVE HEYL - O2IL2II9 GOLDEN EAGLE LOG HOMES IS NOT RESPONSIBLE FOR ANY CHANGES MADE HERE AFTER. fliflìboard Í)pi:âr f \'r1NZ f .sla'!f ¡i o N5IMPSON HôU2-50S2.5 HOLDOWN 5CH€bULE t0'-8 1/2" 4'-0' GAp.A6E UNEXCAVATEô BE¡MPOCKET/ Hangernot shown for clarily ci 91 sü HÐr¿cntd Hlì lÉi8ii8ion tr I I I ú 4X8 SQUARE HAND HEWN HALF LOG m FOUNDATION NOTEá. o Ff c o IñN 3 5/8', LOG PRO. 4397 ' U DÆþqé ÆE rO RñH FW <OuftR Ml BEÆfló wøB BeÆN6 w&á) Øþf æMffirch?wåt ¡ U EÃmm ñEÆR5 Æ 2 tur 2M ffi WÉ6 OmERffiE MED ' U DÆÉft9 lO A6ÉD wA[6 MT BE ÉRf EO eeF^e ^61M1q ÈeóM. . FooM Æe RmReD lPR M æMRE E wA[á. ¡r I E¡r. æÆN6 wu6. 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'vÊtwENeMÊwHoÆ'\WñM MFOÆþ bE C1øEO (eú3Mf îOMFA M MUTPN ruATff IO ÆET CUffiilI N FfrRC AERO\ CúN A@ffi DOOR E61RruEÆMg, ret HAf øftYRO '¡IERtr A3 ,Æñrrmru All BÌD. ç .sI oil o e o o o¿ì;Gz=uo o !! :gèo rù ô out;Éz wo q rükA ûuE J Ëúúz z g I 4 È I ¡ ıq Ë Ê ùi oz : ai' å ñ92 ågEE$;9â5d99ri: ÉåååF íÈrhnÊu2{ð rååiI $ËÉel $flËìi 3ËË!3 f ua u{A Ë ,, P$ ;rF!¡qrr ñe9 E9 ,e - ñr o o zo\z Ä1 10- I g ð Dave Argo From: Sent: To: Dave Heyl <dheyl@heylcivil.com> Friday, April 19,2019 5:18 PM Dave Argo Re: Bldg. Permit #BLRE-03-19-5695Subiect: Apologize about soils report I will bring it in Monday morning. A4 is also foundation plan stamped by a Colorado engineer. There will not be any vertical retaining walls taller than 4' Sent from my iPhone On Apr L9,2OL9, at 4:33 PM, Dave Argo <dargo@garfield-countv.com> wrote: David: I have reviewed plans submitted to our office for a new single-family residence located at Oak Meadows - Filing 3, Block l-, Lot 3. But before we can finalize our review & issue permits, we need the following outstanding items to be addressed: A. Soils Report- Please provide us with a digitalcopy of the soils report prepared by Kumar Associates and referenced on Sheet S0 in the plan set. There seems to be confusion as to allowable soil bearing capacity: 2,000 psf vs. 3000 psf? B. Engineered Foundation - Any time foundation walls exceed eight feet in height, we require a site specific foundation plan prepared by a Colorado licensed Professional Engineer. Please provide our office with (2) copies of an Engineered foundation for this residence. C. Engineered Retaining Walls- There are (2) vertical retaining walls exceeding 4 feet in height shown on either side of the home, and another boulder retaining wall 10 feet in vertical height along the driveway. Since these retaining walls exceed 4 feet in height they must be designed by a Colorado licensed P.E. - please provide details for our review. We appreciate your assistance in providing these items so that we can complete our plan review & issue permits. Dave Argo Plans Examiner <imageool.png> Commu nity Development Department 708 gth Street, Suite 407 Glenwood Springs, CO 81601 Tel: 970-945-8272 Ext. 1610 E mo i I : d o rg o @ g a rf i e ld-c ou nty. com Web : qo rfiel d-countv.com 1