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Home My WebLink AboutFile Documents.134 Maple Ln.0138.2019 (17).ARBK0138-2019-ARBK_134 Maple Ln_BuildingComment1 Subject: PlanCheck Page Label: 9 Author: justinh File Name: 134 MAPLE_BLDG PERMIT DRAWINGS.pdf Color: Skylights on roofs with a pitch flatter than 3:12 require a 4" curb per IRC 308.6.8, please note this requirement with your other skylight notes. 134 MAPLE_BLDG PERMIT DRAWINGS.pdf (4) Subject: PlanCheck Page Label: 9 Author: justinh File Name: 134 MAPLE_BLDG PERMIT DRAWINGS.pdf Color: This pitch is shown in the wrong direction, please revise. Subject: PlanCheck Page Label: 12 Author: justinh File Name: 134 MAPLE_BLDG PERMIT DRAWINGS.pdf Color: I believe you mean to be specifying DensDeck rather than DensGlass. Provide documentation that this is a class A roof assembly (ESR report, UL listing, etc.) and revise if needed. Subject: PlanCheck Page Label: 12 Author: justinh File Name: 134 MAPLE_BLDG PERMIT DRAWINGS.pdf Color: The max U value of .28 also applies to all new exterior doors (including the new garage door), please revise this note to be for both windows and doors. Subject: PlanCheck Page Label: 1 Author: justinh File Name: 134Maple_AsbestosReport.pdf Color: Please provide the actual full inspection report from Ecos for this asbestos test. This lab test report does not describe where the test samples were taken or even provide the address that the samples were taken from. 134Maple_AsbestosReport.pdf (1) 2x2-9 55 sq ft 1 2 1a 3 12'12' 1'-4 Min. 17'-4"6'-8" " 7 3/4" 2024 212322 2 3 4 D C NEW Membrane roof 3:12 Deciduous Canopy 1:12 Upper wall windows Velux 2222 VCM U= .55 Max. (nice catch John ;-) Laminated glazing w/ min. .015" butyral inner layer eq'd rains to yard, flow to bio-retention ditch MP Boat Roof slopes to west Roof slopes to west NEW ROOF FRAMING NG EXISTING LVL FRAMED ROOF TO REMAIN ACEMENT GARAGE DEMO ROOF RE Skylights on roofs with a pitch flatter than 3:12 require a 4" curb per IRC 308.6.8, please note this requirement with your other skylight notes. 1 1a 22' 1 2'5'-5 3/4" 2'7'-10 3/4" 2'-5 1/5'-6" 5'-9 1/4" 2' 1'-1 1/4" 60° 96° 66° D 1 + gutter/downspout to remain with increased s. , now with roof pitch change and additions = 1,779sf (88.9% of Total Drainage) D r a i n a g e ROOF PITCH SQUARE TO 60° SPRING POINT 3.75:12 OVER FRA a = 311.1 sf and much of the increase in the he roof pitches to better manage runoff. N FR VALLEY @ F.O.Stud (SET RAFTERS @ 96.18° OFF VALLEY ANGLE) This pitch is shown in the wrong direction, please revise. 6" 1 T.O. OLD SLAB96'-9 1/2" New 4" Slab over Radon/Moisture barrierover 2" rigid insulation @ Garage Extensio(provide hydronic heat tubes for future he GARAGE 3:12 PITCHPER PLAN 1 TYPICAL BUILDING SYSTEMS Roof:GenFlex TPO membrane roof over DensGlas over Ice + water system @ low sloped areasover 5/8" CDX Plywood over 9 ½” LVLs per struct dwgs.Provide 7 1/2" blown rigid foam (R-49 min.) in all ceiling cavities and at wall to ceiling perimeter Ceiling:⅝” Type X drywall, textured, primed and painted with 2 coats or ¾” T+G Pine Fascia:Metal drip edge to match roof or eq. Soffit:1x6 T+G Spruce/Pine. Exterior Framed Walls:2x6 OR 2x4 studs w/ 1 1/2” ZIP Sheathing or eq. ,Hybrid Wall Insulation (2"Rigid + 3 1/2" Batt)Exterior F. O. stud = Ext. F.O. concrete Fnd typical (obviously, not at cantilevered areas)Exterior Siding: RS Spruce Pine or Salvage metal, or corrugated Galvanized Metalover 1/4" furring over building wrap.Field verify details w/ Arch. Exterior Flashing:Flashing details as req’d for proper performance. Match roofing or be compatible. Verify w/ samples andpricing Interior Walls:Typical interior walls to be sheathed w/ 5/8" drywall , textured, primed and painted with 2 coats or ¾”TNG Pine.Baseboard to be 1x4 finished wood. Windows and Doors:Overall U Value = R.35 Framed Floors:Floor framing to be 3/4" T+G Plywood or OSB over floor joists per struct. ENERGY CODE COMPLIANCE Prescriptive Approach USING THIS TABLE Thermal Envelope Components. ROOF: R-49 rigid spray foam 7.25" Min. depth WALLS: R-5 C.I. Ext. w/ R-15 rigid + R-13 Batt R-15 Warm'nDry ext. C.I. Basement + Garage Fnd. Max. U=.28 Windows FLOORS:R-38 Batt over Exterior SpaceR-19 Batt min between conditioned spacesR-10 Rigid below Basement + Garage slab I believe you mean to be specifying DensDeck rather than DensGlass. Provide documentation that this is a class A roof assembly (ESR report, UL listing, etc.) and revise if needed. 6" T.O. OLD SLAB96'-9 1/2" New 4" Slab over Radon/Moisture barrier over 2" rigid insulation @ Garage Extension(provide hydronic heat tubes for future heat syste GARAGE 3:12 SCALE: 1/4" = 1'-0" 1 1 A7 ver Ice + water system @ low sloped areas ruct dwgs.ll ceiling cavities and at wall to ceiling perimeter d with 2 coats or ¾” T+G Pine q. ,Hybrid Wall Insulation (2"Rigid + 3 1/2" Batt) al (obviously, not at cantilevered areas), or corrugated Galvanized Metal . Match roofing or be compatible. Verify w/ samples and wall , textured, primed and painted with 2 coats or ¾” over floor joists per struct. eq. (R-15 continuous min) fnd waterproof system.above grade, install aluminum wrapped rigid panels R-21 ver 2” Rigid Insl. (R-10 min) over compacted gravel Thermal Envelope Components. ROOF: R-49 rigid spray foam 7.25" Min. depth WALLS: R-5 C.I. Ext. w/ R-15 rigid + R-13 Batt R-15 Warm'nDry ext. C.I. Basement + Garage Fnd. Max. U=.28 Windows FLOORS: R-38 Batt over Exterior Space R-19 Batt min between conditioned spaces R-10 Rigid below Basement + Garage slab The max U value of .28 also applies to all new exterior doors (including the new garage door), please revise this note to be for both windows and doors. 780 Simms Street Suite 104Golden, CO, 80401303.232.3746 Certificate of Analysis www.aerobiology.net Client Name ECOS Date Collected:Street address 6690 HWY 82 Date Received:11/13/15City, State ZIP Glenwood Springs, CO 81601 Date Analyzed:11/13/15 Attn: Mercedes Fradl 200860-0 Date Reported:11/16/15 Client Project Name: Beyer Project ID:15029641 Job ID: Test Requested:3002, Asbestos in Bulk Samples Method:Polarized Light Microscopy / Dispersion Staining (PLM), Method for the Determination of Asbestos in Bulk Building Materials. EPA-600/R-93/116, July 1993. Non-Asbestos Non-Fibrous MatrixFiberMaterialMaterialClientPercentagePercentageComposition P = PerliteB = BinderD=Diatoms NTR = Non-Asbestiform TRNAC = Non-Asbestiform AC 780 Simms Street, Suite 104, Golden, CO, 80401, 303.232.3746 134 A1 134 A2 134 A3 N N 2% 94% 2% N N Trace=Less Than 1% N N 94% 2% 2% ND=None Detected CHRY=Chrysotile M = MicaCR = Crocidolite T = TarTR = Tremolite A = Amosite Q = QuartzAC = Actinolite C = CarbonatesAN = Anthophyllite G = Gypsum G ND 100 C ND 99 1 15 85 C ND 15 85 G ND 100 C ND ND 100 ND 100 C ND 100 C 99 1 ND 15 85 G Asbestos Percentage White Texture w/White Paint NDN5% 95% Asbestos Detected White/Tan Drywall Laboratory Analyst Ron WeyandAsbestos Laboratory SupervisorCharles Brogan White Joint Compound White/Tan Drywall White Tape 15029641-3D 15029641-3B 15029641-3C White/Tan Drywall15029641-2D White Texture w/White Paint15029641-3A NVLAP Lab Code 15029641-2B 15029641-2C 2% N 2% 15029641-2A N Lab Sample Number N White Tape White Joint Compound White Texture w/White Paint Sample Identification Physical Description of Sample/Layer Homo-geneous (Y/N) Layer Percentage 15029641-1A 15029641-1B Page 1 of 4 Note: All Areas of house to be demolished have NOT been altered or changed since this original inspection Please provide the actual full inspection report from Ecos for this asbestos test. This lab test report does not describe where the test samples were taken or even provide the address that the samples were taken from. Subject: PlanCheck Page Label: 1 Author: justinh File Name: 134Maple_StructuralDrawings.pdf Color: Please provide information regarding how these columns are to be attached to the adjacent structure above and footings below. 134Maple_StructuralDrawings.pdf (2) Subject: PlanCheck Page Label: 2 Author: justinh File Name: 134Maple_StructuralDrawings.pdf Color: You list an option for steel construction for this beam but no detailing for that option is provided nor is structrual steel mentioned in any of your general notes. Provide the associated detailing and information for this structural steel option (will most likely also require a special inspection agreement) or remove this option from the plan. 7 / 8 " 10 ' - 5 7 / 8 " T.O.W. = 96' - 6" T.O.SLAB 91' - 8" EXISTING UNDERPINNING V.I.F. 4" CONCRETE SLAB W/ #4 @ 1' - 6" O.C. OVER 4" COMPACTED SOIL OR GRAVEL PROVIDE CONTROL JOINT @ 12' - 0" O.C. MAX. T.O.W. = 94' - 8" T.O.F. = 91' - 2" 3'-9 7/8"2'-4"1'-4 1/8" 90.0 90.00°84.89° 20 ' - 1 0 1 / 8 " 34 ' - 7 3 / 4 " 3'-0 1/4"13'-8"7'-4 1/4"4'-7 1/8"2'-2" / E S6.1 2 S6.1 4 T.O.W. = 99' - 8" B.O.W. = 95' - 6" T.O.W. = 96' - 6" 3'-0" 4"8"2'-0" 3' - 0 5 S6.1 5 S6.1 T.O.W. = 96' - 6" 7 S6.1 6 S6.1 SIM Abv.AAbv.AAbv.B Please provide information regarding how these columns are to be attached to the adjacent structure above and footings below. 2 3 B C D @ 16" O.C. 2 x 6 @ 16" O.C. ADD 2x6 @ 16" O.C. 3 - 2 x 82 - 9 1/2" LVL EX I S T I N G 1 0 x 3 S T E E L 17 7 B e a m EX I S T I N G 1 0 x 3 S T E E L EX I S T I N G 1 0 x 3 S T E E L 3 - 2 x 8 2 - 9 1 / 2 " L V L [9 9 ' 1 " ] 05 9 B e a m HUC410 x SKR5 2 - 9 1/2" LVL [99'1"] 060 Beam 2 - 9 1 / 2 " L V L [1 0 9 ' 0 " ] 06 2 B e a m Opt: W4x13 or 3 - 9 1/2" LVL9.65.0 R4 W8 R6 W8 2 - 9 1 / 2 " L V L 06 6 B e a m 13 13 0.91.5 2-2x6 @ 16" O.C. R2 W10 HUC410 x SKL5 2 - 9 1/2" LVL 2 - 9 1/2" LVL 073 Beam 07 4 B e a m T.O.PLY 100' - 0" OPT 5 1/2" LVL 8 S6.1 You list an option for steel construction for this beam but no detailing for that option is provided nor is structrual steel mentioned in any of your general notes. Provide the associated detailing and information for this structural steel option (will most likely also require a special inspection agreement) or remove this option from the plan.