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Home My WebLink AboutCorrespondenceDave Argo From: Dave Argo Sent: Wednesday, July 10, 2019 12:01 PM To: 'shawn.ruse@claytonhomes.com' Cc: Lindsay Krol Subject: Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 Shawn: We have reviewed plans for the above referenced project, but cannot issue permits until the following items have been addressed: A. Soils Report —The Structural Engineer references a soils report dated 6/3/19 in their specifications, but a copy of this report has not been submitted to our office. Please submit a digital copy of this report for our review & records. B. Roof Snow Load Requirements — Foundation plans from your Structural Engineer specify a 30 PSF snow load used for foundation design, but Garfield County's requirements are 40 PSF. Please have your Engineer address this issue by sending an email directly to our office. C. Engineered Septic System — The Exemption plat for this property includes a requirement for an Engineered septic system. Although we won't hold up issuance of permits over this item, a copy of the septic system design will need to be available on the job site for Inspector review, and the Engineer's final report will be required prior to final building inspection & Certificate of Occupancy. Please have your Engineer respond to these items at his earliest opportunity so that we can issue permits. Thank you — Dave Argo Plans Examiner CGarfield Courtly I Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com 1 Dave Argo From: Ruse, Shawn <Shawn.Ruse@ClaytonHomes.com> Sent: Friday, July 12, 2019 8:31 AM To: Lindsay Krol; Dave Argo Cc: Quintana, Brian Subject: [External] Fw: Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 Attachments: long 26f8x76f0 hud parachute (stpd 190603, rvsd 190711).pdf Follow Up Flag: Follow up Flag Status: Flagged Here is the correction requested. Do we need to submit a paper copy? Thanks Shawn Ruse Clayton Homes #1037 671 23 Road Grand Jct., CO 81505 0 970-245-9039 M 970-260-8809 F 970-245-5475 www.ClaytonHomesGrandJunction.com "Opening doors to a better life, one home at a time" From: Vance King <vanceking@civcoengineering.com> Sent: Friday, July 12, 2019 8:14 AM To: Ruse, Shawn Cc: Quintana, Brian Subject: [EXTERNAL] RE: Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 Eter•nal email: careful w/ links or attachments Here you go. Thanks, Vance King, CIVCO Engineering, Inc. PO Box 1758 Vernal, UT 84078 435-789-5448 From: Ruse, Shawn <Shawn.Ruse@ClaytonHomes.com> Sent: Friday, July 12, 2019 8:07 AM To: Vance King <vanceking@civcoengineering.com> Cc: Quintana, Brian <Brian.Quintana@ClaytonHomes.com> Subject: Re: Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 That's perfect, please send entire print as this only shows part of the print. 1 Thanks Shawn Ruse Clayton Homes #1037 671 23 Road Grand Jct., CO 81505 0 970-245-9039 M 970-260-8809 F 970-245-5475 www. Clayton Ho m esGra ndJunction. com "Opening doors to a better life, one home at a time" From: Vance King <vanceking@civcoengineering.com> Sent: Friday, July 12, 2019 8:03 AM To: Ruse, Shawn Cc: Quintana, Brian Subject: [EXTERNAL] RE: Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 External email: careful w/ links or attachments Here you go. The 'Knox' reference threw me for a second. Thanks, Vance King, CIVCO Engineering, Inc. PO Box 1758 Vernal, UT 84078 435-789-5448 From: Ruse, Shawn <Shawn.Ruse@ClaytonHomes.com> Sent: Thursday, July 11, 2019 2:07 PM To: Vance King <vanceking@civcoengineering.com> Cc: Quintana, Brian <Brian.Quintana@ClaytonHomes.com> Subject: Fw: Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 Please correct the foundation design to show 40# snow load, see note item B. below. Thanks Shawn Ruse Clayton Homes #1037 67123 Road Grand Jct., CO 81505 0 970-245-9039 M 970-260-8809 F 970-245-5475 www.ClaytonHomesGrandJunction.com "Opening doors to a better life, one home at a time" From: Dave Argo <dargo@garfield-county.com> Sent: Wednesday, July 10, 2019 12:01 PM To: Ruse, Shawn External email: careful w/ links or attachments Cc: Lindsay Krol Subject: [EXTERNAL] Knox Exemption, Lot 2 - Permit #BLMF-06-19-5799 Shawn: We have reviewed plans for the above referenced project, but cannot issue permits until the following items have been addressed: A. Soils Report — The Structural Engineer references a soils report dated 6/3/19 in their specifications, but a copy of this report has not been submitted to our office. Please submit a digital copy of this report for our review & records. B. Roof Snow Load Requirements — Foundation plans from your Structural Engineer specify a 30 PSF snow load used for foundation design, but Garfield County's requirements are 40 PSF. Please have your Engineer address this issue by sending an email directly to our office. C. Engineered Septic System — The Exemption plat for this property includes a requirement for an Engineered septic system. Although we won't hold up issuance of permits over this item, a copy of the septic system design will need to be available on the job site for Inspector review, and the Engineer's final report will be required prior to final building inspection & Certificate of Occupancy. Please have your Engineer respond to these items at his earliest opportunity so that we can issue permits. Thank you — Dave Argo Plans Examiner . Garfield County 1 Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com CONFIDENTIALITY NOTICE This message and the accompanying documents contain information that belongs to the sender and may contain information that is privileged, confidential, or exempt from disclosure under applicable law. If the reader of this e-mail is not the intended recipient, you are hereby notified that you are strictly prohibited from reading, disseminating, distributing, copying, or taking action in reliance on the content of this communication. If you have received this e-mail in error, please notify the sender immediately and destroy the original transmission. Thank you. CONFIDENTIALITY NOTICE This message and the accompanying documents contain information that belongs to the sender and may contain information that is privileged, confidential, or exempt from disclosure under applicable law. If the reader of this e-mail is not the intended 3 v c0 CV c0 N kt co N DESIGN DATA DESI N STANDARDS 1. IRC 2015 2. Soil report by CIVCO Engineering, Inc. dated 06/03/2019. A DESIGN LOADS Icor Live oa• _ 0 3. Wind A. Basic Wind Speed = 115 mph 4. Seismic A. Site Class D B. Seismic Design Category = B SOIL CHARACTERISTICS 1. Bearing Capacity = 1500 psf. Ps -END OF SECTION - REINFORCED CONCRETE PART 1 - GENERAL 1.01 WORK INCLUDED A. Cast -in-place Concrete B. Reinforcement C. Formwork 1.02 STANDARDS A. ACI 301-10 Except as modified in these documents, work in conformance with all requirements of ACI 301-10 Specifications for Structural Concrete published by the American Concrete Institute, Farminton Hills, Michigan, and all standards referenced therein. PART 2 PRODUCTS 2.01 MATERIALS A. Reinforcing Steel 1. Grade A. Deformed Bar Grade 60 B. Concrete: 1. Mixtures: A. Exterior Footings & Walls: 1. Exposure(s) F1 2. Min. f'c 2500 psi 44444 ite-t9 -from Eliot' 6(41,4siikeiz om -7/12/201 ABBREVIATIONS A.B. = BOT. = C.F.W. = CMU = CONC. = CONT. = DIA. = E.S.B. = E.W. = EXT. = FTG. HRB MFR. MIN. PB T.O.F. TYP. VRB w/ d w ANCHOR BOLT(S) BOTTOM CONCRETE FOUNDATION WALL CONCRETE MASONRY UNIT CONCRETE CONTINUOUS END-TO-END DIAMETER EQUALLY SPACED BETWEEN EACH WAY EXTERIOR FOOTING HORIZONTAL REINFORCING BAR(S) MANUFACTURER MINIMUM PRECAST BLOCK TOP OF FOOTING TYPICAL VERTICAL REINFORCING BAR(S) WITH depth length width PART 3 - EXECUTION 3.01 CONCRETE PRODUCTION AND TRANSPORT A. Provide concrete that can readily be placed without segregation into forms and around reinforcement. B. Establish mixture proportions in accordance with Article 4.2.3 of ACI 301-10 Specifications for Structural Concrete, or by an approved alternative method having an equal or greater probability of satisfying project strength acceptance requirements. C. Use materials free of deterioration and contamination. D. Mix and transport concrete using equipment and methods conforming to ASTM C94 or ASTM C685. 3.02 PREPARATION AND FORM WORK A. Coordinate with mechanical, electrical and architectural prior to pouring concrete. Provide sleeves, block outs, etc. as required. B. Form concrete footings to bear at or below frost depth. C. Form concrete footings on undisturbed natural material, or on structural fill that is wetted to 95% optimum moisture content and compacted in 8" (maximum) loose lifts to 95% maximum dry density. 3.03 REINFORCEMENT A. Support all reinforcement in place prior to placing concrete. Wall VRB may be wet -stabbed into footing. B. Minimum Lap Splice Length 1. #3 thru #6 bars 64 Bar Diameters C. Supports 1. Footings 3" PB or Lift Manually 3.04 CONCRETE PLACEMENT A. Do not pump concrete through aluminum or aluminum alloy pipe. 3.05 ANCHOR PLACEMENT A. Embed anchor bolts 6 inches. B. Space anchor bolts 72" on center. C. Place an anchor bolt within 12" (each side) of mudsill splices. -END OF SECTION - FOUNDATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavation B. Backfill C. Crawlspace PART 2 - PRODUCTS A. Plastic Sheeting ASTM D-4397 1 O - V G - V REVISIONS Rev. # Rev. Date Revision Description Snow Toad correction 07/11/2019 , .,- 1203 a. \\\ 1102 111020 reNi1302 M 1301 1204 11102 I0 1102 muimirlio frAIke _ 1203 ■ ... I + 1201 1 -141/4- 1102 1102 1 '---, •w.1 A - !m -� VW 1203 A 12031 i S.1 N 1103 r c*> o 1203 1203) 1102 ell 1102 'p iii -� -�' J 1 L 11'-71/4" v c0 CV c0 N kt co N DESIGN DATA DESI N STANDARDS 1. IRC 2015 2. Soil report by CIVCO Engineering, Inc. dated 06/03/2019. A DESIGN LOADS Icor Live oa• _ 0 3. Wind A. Basic Wind Speed = 115 mph 4. Seismic A. Site Class D B. Seismic Design Category = B SOIL CHARACTERISTICS 1. Bearing Capacity = 1500 psf. Ps -END OF SECTION - REINFORCED CONCRETE PART 1 - GENERAL 1.01 WORK INCLUDED A. Cast -in-place Concrete B. Reinforcement C. Formwork 1.02 STANDARDS A. ACI 301-10 Except as modified in these documents, work in conformance with all requirements of ACI 301-10 Specifications for Structural Concrete published by the American Concrete Institute, Farminton Hills, Michigan, and all standards referenced therein. PART 2 PRODUCTS 2.01 MATERIALS A. Reinforcing Steel 1. Grade A. Deformed Bar Grade 60 B. Concrete: 1. Mixtures: A. Exterior Footings & Walls: 1. Exposure(s) F1 2. Min. f'c 2500 psi 44444 ite-t9 -from Eliot' 6(41,4siikeiz om -7/12/201 ABBREVIATIONS A.B. = BOT. = C.F.W. = CMU = CONC. = CONT. = DIA. = E.S.B. = E.W. = EXT. = FTG. HRB MFR. MIN. PB T.O.F. TYP. VRB w/ d w ANCHOR BOLT(S) BOTTOM CONCRETE FOUNDATION WALL CONCRETE MASONRY UNIT CONCRETE CONTINUOUS END-TO-END DIAMETER EQUALLY SPACED BETWEEN EACH WAY EXTERIOR FOOTING HORIZONTAL REINFORCING BAR(S) MANUFACTURER MINIMUM PRECAST BLOCK TOP OF FOOTING TYPICAL VERTICAL REINFORCING BAR(S) WITH depth length width PART 3 - EXECUTION 3.01 CONCRETE PRODUCTION AND TRANSPORT A. Provide concrete that can readily be placed without segregation into forms and around reinforcement. B. Establish mixture proportions in accordance with Article 4.2.3 of ACI 301-10 Specifications for Structural Concrete, or by an approved alternative method having an equal or greater probability of satisfying project strength acceptance requirements. C. Use materials free of deterioration and contamination. D. Mix and transport concrete using equipment and methods conforming to ASTM C94 or ASTM C685. 3.02 PREPARATION AND FORM WORK A. Coordinate with mechanical, electrical and architectural prior to pouring concrete. Provide sleeves, block outs, etc. as required. B. Form concrete footings to bear at or below frost depth. C. Form concrete footings on undisturbed natural material, or on structural fill that is wetted to 95% optimum moisture content and compacted in 8" (maximum) loose lifts to 95% maximum dry density. 3.03 REINFORCEMENT A. Support all reinforcement in place prior to placing concrete. Wall VRB may be wet -stabbed into footing. B. Minimum Lap Splice Length 1. #3 thru #6 bars 64 Bar Diameters C. Supports 1. Footings 3" PB or Lift Manually 3.04 CONCRETE PLACEMENT A. Do not pump concrete through aluminum or aluminum alloy pipe. 3.05 ANCHOR PLACEMENT A. Embed anchor bolts 6 inches. B. Space anchor bolts 72" on center. C. Place an anchor bolt within 12" (each side) of mudsill splices. -END OF SECTION - FOUNDATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavation B. Backfill C. Crawlspace PART 2 - PRODUCTS A. Plastic Sheeting ASTM D-4397 1 REVISIONS Rev. # Rev. Date Revision Description Snow Toad correction 07/11/2019 , .,- P V c 1-4 C ao s_ c w 0 4— D O c L co 1 0 CO 0 Q OD LC) 00 M c 0 127 w 76' - 0" Or 2-0' B'-0" 6'•9' 8•� B'•0' 8' • 7 1)'-0' 8' • D' MARK STRUCTURAL ITEM 1101 11, 1102 CONC. FTG -Sl' DIA x9' fr0 SONOTURE wf (3} Ili HRH EW. 1103 CONG FTG - 12" x 9" z CONT. (w x d z I) w/ (2) #4 HRB CONT. 1201 INARRIAGE LINE SUPPORT- RATED STAND (10,000 LB CAPACITY) OR DOUBLE -STACKED 8016 CMU BLOCKS 1203 CHASSIS SUPPORT - RATED STAND (5000 CAPACITY) OR SINGLE -STACKED 8016 CMU BLOCKS 1204 C.F W. - 6 -INCH THICK w/ #4 VRB @ 32" 0.0. AND (4)114 HRB CONT. (2 TOP, 2 BOT.) 1301 MUDSILL-2x6CONT_ aro/ANCHOR BOLTS - 1302 LATERAL BRACING - RATED BRACING INSTALLED PER MFR's SPECIFICATION. ran r l m 1 _ 1 1 1 1 fll _1 _ ant I I 111 ICI B=I .L m I I IIS ICI I 1 Dal EU •1 "11 1m GED I I am 1E11 F 1n liLM I LSO FF.'il • UM m 1 I B,` no ID 1=1 1 I 1 ILLS r263 �. \y� UM l i BM 1521 11E1 BM ISO Baal al' IMB I 1 it 11�p ` l{ crl I �+ / �r�i II= Q57 ,La:A 1E2 1$0}x, ry r 31121 l � 1 m - 17D ' 1 _ 1 x. 1 1 I1 Tr —•1m0 (13:1 1 1 m 1 __ D 1i ei 1 - ■;�j D.. am 1":' V ii rum J1 i w a. �fy - 111D„ '-. item I 41 — I OM {■/.�' -• 1111 11x'7' -.,- LEA 1E`7 1 LEO MI 1 E. L ?CO 1#y tTlr 0 :Mt:� -m A 13-10114' Ifo -2" 16'-7" - 12'411? 14'•2' 11'-7 T)6 PROVIDE POCKET IN WALL FOR CHASSIS BEAM O CHASSIS BEAM POCKET - 1 VT OCKET1112' t'.0" FOUNDATION PLAN 1/4- r0" STRUCTURAL KEYED NOTES MARK STRUCTURAL ITEM 1101 GONG. FTG. - 36' DIA =s- 1c4 SONOT.IBE wr (4) lid BAR EW. 1102 CONC. FTG -Sl' DIA x9' fr0 SONOTURE wf (3} Ili HRH EW. 1103 CONG FTG - 12" x 9" z CONT. (w x d z I) w/ (2) #4 HRB CONT. 1201 INARRIAGE LINE SUPPORT- RATED STAND (10,000 LB CAPACITY) OR DOUBLE -STACKED 8016 CMU BLOCKS 1203 CHASSIS SUPPORT - RATED STAND (5000 CAPACITY) OR SINGLE -STACKED 8016 CMU BLOCKS 1204 C.F W. - 6 -INCH THICK w/ #4 VRB @ 32" 0.0. AND (4)114 HRB CONT. (2 TOP, 2 BOT.) 1301 MUDSILL-2x6CONT_ aro/ANCHOR BOLTS - 1302 LATERAL BRACING - RATED BRACING INSTALLED PER MFR's SPECIFICATION. 1 lid OFOUNDATION SECTION 1/2"=1'•Q' ELM 11 • • AEI 1 10 DESIGN DATA OE BION STAA0ARD,^L 1. IRC 2015 2. Soil report by CIVCO Engineering, Inc, doted 061002018, 0 pa 3. Wind A Basic Wind Speed = 115 mph 4. Seismic A Site Class B. Seismic Design Category = B SOIL CHARACTERISTICS 1. Bearing Capacity = 1500 psi, END OF SECTION - ABBREVIATIONS BOT. C.F.W. CMU CONC. CONT. DIA. E.S.B. E.W. EXT. FTG. HRB MFR. MIN. PB T.O.F. TVP. VRB w/ ANCHOR BOLT(S) BOTTOM CONCRETE FOUNDATION WALL CONCRETE MASONRY UNIT CONCRETE CONTINUOUS END-TO-END DIAMETER EQUALLY SPACED BETWEEN EACH WAY EXTERIOR FOOTING HORIZONTAL REINFORCING BAR(S) MANUFACTURER MINIMUM PRECAST BLOCK TOP OF FOOTING TYPICAL VERTICAL REINFORCING BAR(S) WITH depth length idth REINFORCED CONCRETE PART 1 • BENERAL 1.01 WORK INCLUDED A Cast -in-place Concrete B Reinforcement G Formwork 102 STANDARDS A ACI 301-10 Except as modified in these documents, work i1 conformance w1h all requirements of ACI 301-10 Specifications for Structural Concrete published by the American Concrete Institute, Farmirdon Hills, Michigan, and all standards !GAMOW 61144:1. PART 2 - PRODUCTS 201 MATERIALS A Reinforcing Steel 1, Grade A Deformed 9u armed Ea R Concrete: 1. Mixtures: A Exterior Footings 6 Walls: 1. Exposure(s).- __F1 PART S- EXECIJIK N 3 01 CONCRETE PRODUCTION AND TRANSPORT A Provide concrete that can readily be placed wilhout segregation into forms and around reinforcement B Edible mbdure limps Ilona Hl ooeed0ce wits Ankle 4.2.3 of AC7301-10 Spnd1aliens forSliedural Commie, ply an Appwiw% 011mg100 method having an equal or greater probability of satisfying project strength acceptance requirements G Use materials free of deterioration and contamination D Mix and transport concrete using equipment and methods conforming to ASTM C94 or ASTM C685. 302 PREPARATION AND FORM WORK A Coordinate wth mechanical, electrical and architectural prior to pouring concrete. Provide sleeves, block outs, etc as required B . Form concrete footings to bear al or below frost depth G Form concrete footings on undisturbed natural material, or on structural fill that is welled to 95% optimum moisture content and compacted in 8" (maximum) loose Ws to 95% maximum dry density. 303 REINFORCEMENT A Support all reinforcement in place prior to placing concrete Wall VRB may be wet -slabbed into tooling. B Minimum Lap Splice Length 1. #3lieu #6 bars Bar Diameters C Supports PB or Lift Manually 304 CONCRETE PLACEMENT A Do not pump cancrile through aluminum or 000,1blun alloy pipe 3.05 ANCHOR PLACEMENT A Embed anchor bolls 6 inches. B. Space anchor bolls 72" on center, C. Place an anchor bel villin 12" (each side) of mudsill splices -END OF SECTION - FOUNDATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavalion B. Bacld11 C. Crawlspace PART 2 -PRODUCTS A. Plastic Sheeting ..:............... ASTM D-4397 B. Native Vegetation -free PART 3 - EXECUTION 301 BACKFILL A Slope finished grade away from the foundation ala minimum 2% slope fora minimus distance o110 feel measured from the foundation B. Leave finished exterior grade at least B" below the top of the concrete foundation watt 302 CRAWLSPACE A. Cover entire 000r of crawlspace with 6 mil plastic sheeting lapped 12" minimum B. Provide vents or con iiitioning per local codes G A 3 -fool stemwall segment maybe omitted for crawlspace access. Locate per owners 4//00000 -END OF SECTION - y) L O 5 L1J 0 1 Ql 0 N Q rn N n EC V c H FOUNDATION CLAYTON HOMES 0 0 DRAWN BY: VVK N