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HomeMy WebLinkAboutCorrespondenceDave Argo From: Dave Argo Sent: Wednesday, August 23, 2017 11:08 AM To: 'wesmil@cneconnect.com' Subject: Permit #BLRE-08-17-4853 Wes: I have reviewed the plans for your new pole barn garage structure, but before we can release for building permit we need to have you verify the structural requirements for header beam sizes above the overhead garage doors. Although you have submitted a pretty good set of drawings & specifications, we think that these structural header beams at the 10 -foot wide openings may need to be up-sized from the (2) 2 x 12s typically located at the perimeter of the structure. The 3 overhead doors located on the south side of the building not only span 10 feet width openings, but they also provide bearing for roof trusses above and need to provide adequate wall bracing for wind shear. Please also verify that this structure complies with the 40 PSF live snow Toads we have here in Garfield County. Ideally, we suggest that you have a structural engineer look over your plans to advise you about these particular issues and anything else that they may see in their review. However, we may accept back-up calculations if submitted by your lumber supplier as an alternate to an Engineer's letter of verification. Please forward verification along to us for these items at your earliest convenience so that we can finalize our review & issue a building permit for your project. Thanks, Dave Argo Plans Examiner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Email: dargo@garfield-county.com Web: garfield-county.com CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. 1 Dave Argo From: Wes Miller <wes@westernmillwork.biz> Sent: Wednesday, August 23, 2017 11:48 AM To: Dave Argo Subject: Re: Permit #BLRE-08-17-4853 Dave, Thanks for the email. I have the information you are asking about and will forward it to you today. The three garage door heads you are speaking about will be 4-Ivls. I will send you the load sheet on them. It will also mention the 401b snow load. Thanks Wes Miller Customer Service Representative 970.945.9755 970.355.0859 cell PO Box 2074 100 Midland Avenue Suite 270 Glenwood Springs, CO. 81602 "Delivering quality products and dependable service for your peace of mind" **Notice: Any drawings, sketches, diagrams or information included in this email are not to be copied, distributed or used for any purpose besides business strictly between the person of whom it was intended and Western Millwork Inc. Personal use and sharing of said diagrams and information are prohibited and may be privileged by law.** On Aug 23, 2017, at 11:08, Dave Argo <darg❑@garfield-countv.com> wrote: Wes: I have reviewed the plans for your new pole barn garage structure, but before we can release for building permit we need to have you verify the structural requirements for header beam sizes above the overhead garage doors. Although you have submitted a pretty good set of drawings & specifications, we think that these structural header beams at the 10 -foot wide openings may need to be up-sized from the (2) 2 x 12s typically located at the perimeter of the structure. The 3 overhead doors located on the south side of the building not only span 10 feet width openings, but they also provide bearing for roof trusses above and need to provide adequate wall bracing for wind shear. Please also verify that this structure complies with the 40 PSF live snow loads we have here in Garfield County. Ideally, we suggest that you have a structural engineer look over your plans to advise you about these particular issues and anything else that they may see in their review. However, we may accept back-up calculations if submitted by your lumber supplier as an alternate to an Engineer's letter of verification. Please forward verification along to us for these items at your earliest convenience so that we can finalize our review & issue a building permit for your project. Thanks, 1 Dave Argo From: Wes Miller <wesmil@cneconnect.com> Sent: Wednesday, August 23, 2017 2:02 PM To: Dave Argo Subject: Garage door Header Design Spec Attachments: Miller Home4te_Garage Door Header_memberreport.pdf Dave, Sorry I didn't have this included with the plan. I found it after I turned everything in and forgot to forward it to you. Let me know if you need anything else. Wes • Virus -free. www.avq.com MEMBER REPORT Garage, Garage Door Header PASSED .I F O R T E 4 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL 0 Overall Length: 10' 6" 10' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Jr 0 Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 15187 @ 1 1/2" 15225 (3.00") Passed (100%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 10606 @ 1' 7" 24472 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 37989 @ 5' 3" 71562 Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.115 @ 5' 3" 0.342 Passed (L/999+) — 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.189 @ 5' 3" i 0.512 Passed (11649) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (1/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 10' 6" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 6" o/c unless detailed otherwise. Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Snow Total 1 - Trimmer - SPF 3.00" 3.00" 2.99" 5947 9240 15187 None 2 - Trimmer - SPF 3.00" 3.00" 2.99" 5947 9240 15187 None Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.cam/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Tributary Dead Snow Loads Location (Side) Width (0.90) (1.15) Commits 0 - Self Weight (PLF) 0 to 10' 6" N/A 32.7 1 - Uniform (PLF) 0 to 10' 6" N/A 1100.0 1760.0 Residential -Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.cam/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes wes miller wfm (580) 327-7935 wes@wfmtota lconstruction, com System : Wall Member Type : Header Building Use Residential Building Code IBC 2015 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE 7/27/2017 1:52:12 PM Forte v5.3, Design Engine: V7,0.0.5 Miller Home.4te Page 1 of 1 Dave Argo From: Wes Miller <wesmil@cneconnect.com> Sent: Tuesday, November 07, 2017 8:57 PM To: Dave Argo Subject: Miller Barn Garage door Beams Attachments: Miller Home4te_Garage Door Header_memberreport.pdf Follow Up Flag: Follow up Flag Status: Flagged Dave, I found a mistake in the engineering I sent you. I am attaching the correct load calculation sheet for the ten foot spans for the garage door headers. I had sent you a sheet for them needing to be 4-12" LVL's but that was a mistake. The following sheet shows them to only need 2-12" LVL's. Let me know if I need to send you anything else regarding this. Thanks, Wes Miller 1 (FORTE 0 MEMBER REPORT Garage, Garage Door Header PASSED 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL Overall Length: 10' 6" 10' All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 0 Design Results Actual ® Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 6889 @ 1 1/2" 7613 (3.00") Passed (90%) -- 1.0 D + 1.0 S (All Spans) Shear (lbs) 5262 @ 1' 2 7/8" 9081 Passed (58%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 17232 @ 5' 3" 20525 Passed (84%) 1.15 1.0 D + 1.0 S (All Spans) Live Load DeFl. (in) 0.233 @ 5' 3" 0.342 Passed (L/529) -- 1.0 D + 1.0 S (All Spans) Total Load DeFl. (in) 0.381 @ 5' 3" 0.512 Passed (1/323) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (1/360) and TL (1/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 6' 5" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 6" o/c unless detailed otherwise. Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Snow Total 1 - Trimmer - SPF 3.00" 3.00" 2.71" 2689 4200 6889 None 2 - Trimmer - SPF 3.00" 3.00" 2.71" 2689 4200 6889 None Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software K not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation 8 oompatitke with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified 10 sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes wes miller wfm (580) 327-7935 wes@wfmtota lconslruction. com System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE 8/23/2017 9:35:41 PM Forte v5,3, Design Engine: V7.0.0.5 Miller Home.4te Page 1 of 1 Tributary Dead Snow Loads Location (Side) Width (0.90) (1.15) Comments 0 - Self Weight (PLF) 0 to 10' 6" N/A 12.1 1 - Uniform (PLF) 0 to 10' 6" N/A 500.0 800.0 Residential -Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software K not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation 8 oompatitke with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified 10 sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes wes miller wfm (580) 327-7935 wes@wfmtota lconslruction. com System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE 8/23/2017 9:35:41 PM Forte v5,3, Design Engine: V7.0.0.5 Miller Home.4te Page 1 of 1 Dave Argo From: wes miller <wes@buildwithshadowrock.com> Sent: Wednesday, December 13, 2017 9:54 PM To: Dave Argo Subject: Miller Garage 1214 CR238 New Castle Attachments: Miller Garage With ADU-Layout.pdf Dave, After Jim's visit yesterday I realized that I had misunderstood the requirements for the bath rough -in for the garage. We decided that we will go to the planning commission and apply for an ADU for the garage. I have attached the revised plans showing the floorplan of the apartment for your records. I will be getting the process started next week with the necessary documents and procedures to proceed. In the meantime, let me know if you see anything that you need more info on. The entire garage will have radiant heat and the living area will be on its own thermostat. Thanks Wes Miller 970.355.0859 www.buildwithshadowrock.com Shadowrock Construction, LLC. PO 405 New Castle, CO 81647 Quality Without Compromise **Notice: Any drawings, sketches, diagrams or information included in this email are not to be copied, distributed or used for any purpose besides business strictly between the person of whom it was intended and Shadowrock Construction, LLC. Personal use and sharing of said diagrams and information are prohibited and may be privileged by law. ** 1301' 35.1q1 Acres 1st Floor Monumented Land Survey Zelenka Parcel 2 Being Situated in the 51/2N1A11/4 Section 33, Township 5 South, Range 91 Nest of the 6th P.M. County of Garfield, State of Colorado Property Line 1000'+ Pole Bam Garage (Unconditioned) GARAGEf All footings for Posts are 36" diameter and 18" deep Concrete Collar 36" diameter and 17+ deep Footing depth is 66" below finished floor and 56"+ below finished grade LIVING AREA 599 sq R I I V I k I I I Per Icy Property Line 200'+ - 1st Floor Breeze Way 1N MASTER BDRM '11 KITCHEN House DN FAMILY DECK Covered Deck DECK Covered Deck LIVING AREA 1433 sq R c 0 S a DATE: 12/13/2017 SCALE: 1/4"=1' SHEET: A-2 Property Line 1000'+ Gar c Apartment (ADU) APARTMENT All footings for Posts are 36" diameter and 18" deep Goncrete Collar 36" diameter and 12"+ deep 40Mdegh Is 66" below finished floor and 56"+ below finished grade aaaorrttf garage 4 BEDROOM 4' 6'-103118' 1' 613116" 3 _10'4 T76- 60' LIVING AREA 1st Floor • 1 t'r 4 erbb LFri 2n0+ - 0 Breeze Way 23-8 1/4 V 40 5 1 /2" CLOSET LAUNDRY q• -to 13/16 - ENTRY LLOSE ti HALL L� E1 UNE) MATER BATH House KITCHEN DN UP 13'-5 T116" Y 5 Li f DATE: 12/13/2017 SCALE: 1/4"=1' SHEET: A-3 0 Elevation v 1W3 23'4' 31-10" +1 40' 3• 52 3" South Elevation 12 12 12ga Metal Sheet lx& T&G Beetle Killed Pine Siding 12 13 24ga corrugated metal (1111110 -10" 16'6 40' L 1 lAtest Elevation lxb Back KItlett Pim Siding • 9 16" h—� 4 —+_ 17.11' 40'-? East Elevation V 24g3 [arrugiE6d metal 1s TSG''tie — Killed Pftx 5 dlrsg� 1. 1 35'-2" 1i1�III�I'1 4ga corruge ed mets! 1i�-:u til Window Removed and moved -- 4S'3" L_, III Window location changed North Elevation �2.11111171 M 11 1 M�� I ^y 1x8 rILG Baede K1tled lx¢Ie 5fdkm _ _ _ to to _ . 4 = — I1iiiiii iiiil HIiIiillfillu1 iti II I ii1h�r 1 �_ • 1 j1I■111�tli�i 1 �i��II�II N ��I �++��IIjjI'y'y' I{i�t�I��II �� �f �It��I III' IlIll I IIII I, milli ViiIIIII i HOW a u uu u u �f 1W3 23'4' 31-10" +1 40' 3• 52 3" South Elevation 12 12 12ga Metal Sheet lx& T&G Beetle Killed Pine Siding 12 13 24ga corrugated metal (1111110 -10" 16'6 40' L 1 lAtest Elevation lxb Back KItlett Pim Siding • 9 16" h—� 4 —+_ 17.11' 40'-? East Elevation V 24g3 [arrugiE6d metal 1s TSG''tie — Killed Pftx 5 dlrsg� 1. 1 35'-2" 1i1�III�I'1 4ga corruge ed mets! 1i�-:u til Window Removed and moved -- 4S'3" L_, III Window location changed North Elevation Building Site Drive Nay Approximate Property Outline d flat on ext TnJSies 2x12 header continuous post to fur out Flush with continuous ext. header 2x4 studs 24" on cenier"---f "I/16" 055 structural sheathing • ' it 22ga corugated metal roofing 2x12 cedar facie 1x0 pine soffit 1x0 or 1x10 horizontal pine siding over T/16" 05B and house wrap" VNall Detail 26ga "Z" trim 22ga corugated metal siding ray Reel&med EPS Fowl Roof Decking acllIps whoof felt Truss Designed to local loads by truss manufacturer 2x12 interior header continuous 2x12 exterior header continuous Triple laminated treated 2xb post ve tkai 2x4 standard stud 24" centers l e Interior wall Rnish" 4" 3000psi concrete in ;Q 141 3' Interior walls to have 1/2" or with R-15 wall Insulation en 5/3 - Notes: Post and Frame Structure (Pole Barns) standard construction practices to be used for construction except for roof framing and using 5I0" 050 in lieu of roof purlins, ell R-30 • Ming 4" rigid foam Insulation wider 4" slab radiant floor heat cmmpocted granular fill 518' rebar through post 8" on each side for anchor 510" rebar mat 12" center Wall Detail w s DATE: 12/13/2017 SCALE: SHEET: h -+ ,000 L aun Fq.ado.Jd B 8' f^5'$ —F X16" 8'— 4'-1"J+i- J 5 I+ 8 Dow— Pole Bam 5arage (Uncoadiitoned) 1 APARTMENT 14'-3" x 18'-10" x 19'-10" 14. 11 All footings for Posts are 36" diameter and 18" deep Concrete Collar 36" diameter and 17+ deep Footing depth Is 66" below finished floor and 56"+ below finished grade © 1074" 5'-0 t0'3" 1st Floor BEDROOM 15'-1"x 18'-10" 15'-4 3/16" I I I I I I I I I I I I T so' -6 � Breeze DATE: 12/13/2017 SCALE: SHEET: Dave Argo From: Dave Argo Sent: Thursday, December 14, 2017 12:21 PM To: 'wes miller' Cc: Jim Wilson Subject: RE: Miller Garage 1214 CR238 New Castle Wes: Thanks for sending over this updated information about your project. Jim is correct in stating that you will need to obtain a Land Use Change Permit to allow for an ADU on your property. However, you won't be applying for a variance with the Planning Commission in order to gain approval for the ADU. Instead, you need to contact our office and ask for one of our staff planners to arrange for a "pre -application meeting" which is the first step to obtaining the Land Use Change Permit from our office. Some of the key issues involved in the approval of ADU's include verification of adequate water, sewer and access, but a planner will explain to you in greater detail than I can about necessary documentation you will need to provide and how the process will unfold including anticipated timeframe. From a Building Dept. perspective, we won't be able to issue a building permit for the ADU until it has received final approval and sign -off by the director of our department, but there are a couple of issues that you should address at your earliest opportunity: a. Garage/Dwelling Unit Separation — Since the ADU is shown within the garage/pole barn footprint, it will need to be provided with a fire -rated separation from the garage (walls, doors and ceiling). For specific requirements, please refer to the plan attachments provided along with your approved plans, including items #45 —48 on this list. b. Insulated Envelope —You have indicated that the entire garage will now be heated with in -floor radiant heat (although these updated drawings call out the garage as unconditioned). This change will require R-15 rigid insulation around the entirety of the garage foundation/slab perimeter and extending downward 24" minimum. The concrete floor slab also requires a minimum of R-5 rigid insulation be installed below the heated slab prior to pouring it. Walls, roofs & ceilings will also be required to meet minimum insulation requirements per 2009 IECC. c. Amended Plans Submitted — These proposed revisions to drawings need to be formally submitted to our office as "Amended Plans" for your existing building permit. Please clarify the extent of the building which will be heated/conditioned and also show mechanical room location and type/specifications of heating equipment. We require (2) full-size sets of amended plans to be submitted to our office for review. Although we typically try to turnaround amended plans within a few days, we won't be able to issue a building permit for the ADU until the Land Use Change Permit has been approved as described above. Hope this info is helpful to you, and I encourage you to contact one of our planners at your earliest opportunity so that you can schedule a meeting to receive guidance and better understand the Land Use Change Permit process. Thanks, Dave Argo Plans Examiner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 1 Dave Argo From: Dave Argo Sent: Tuesday, January 30, 2018 10:40 AM To: 'Wes Miller' Cc: Lindsay Krol Subject: Septic System Permit Application - 1214 C.R. 238 Attachments: OWTS (complete packet).pdf Wes: Thanks again for bringing in your amended plans yesterday for the living quarters inside your new Shop/Garage building. Lindsay & I both forgot to tell you that you are required to also pull a Septic System permit as a result of adding the bathroom & kitchen. For your convenience, I have attached the Septic System permit application (see attached PDF). Please fill out this application and bring it into our office when notified that your amended plans are ready to be picked up. Assuming that you want our Inspector to help design the OWTS, the associated fees will be $273.00 including perc testing. You can either pay these fees over the phone with a credit card or by check when you come to pick up your plans. One of the requirements of the Septic Permit application is a site plan showing proposed location of the septic tank & drainfield. Since these aren't clearly identified on the site plan included with your amended plans, can you please provide us with a mark-up of that large size site plan? (a simple 8 %" x 11" overlay with description will work OK) We assume that the septic system will be large enough to accommodate the primary residence which will be completed sometime in the future ... is that correct? Dave Argo Plans Examiner Garfield County 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 email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. 1