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HomeMy WebLinkAboutPLANS Single Family Residence 2738 Ypsilon Circle 2022-06-08DESIGN LOADS CODE: 2015 IRC W/ TOWN OF ESTES PARK LOCAL AMENDMENTS ELEV - 7979 FEET GROUND SNOW LOAD: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD: 69 PSF ROOFS: ROOF DEAD LOAD: 15 PSF SLOPED ROOF SNOW LOAD: 53 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF DECK LIVE LOAD: 69 PSF DECK DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. C SEISMIC: DESIGN CATEGORY B ASSUMED SOIL BEARING CAPACITY: 2500 PSF (ENGINEER TO VERIFY) GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. EXCAVATION 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. CAST-IN-PLACE CONCRETE 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 3 4" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 3 4" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 3 4" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 1 2" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 7" MINIMUM AND SHALL BE PLACED A MINIMUM OF 48" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 3 16"x2"x2" WASHER. WOOD FRAMING AND SHEATHING 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON THIS SHEET. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B TYPICAL DETAILS/CONSTRUCTION SCHEDULES 4/22/22 STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. STRUCTURAL STEEL WIDE FLANGE BEAMS AND WTs SHALL CONFORM TO ASTM A992, 50 KSI YIELD. 3. ROLLED STEEL FLOOR PLATES SHALL CONFORM TO ASTM A786-05, COMMERCIAL GRADE. 4. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, WTs AND ANGLES SHALL CONFORM TO ASTM A36, 36 KSI YIELD. 5. HOLLOW STRUCTURAL STEEL SECTIONS (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 46 KSI YIELD. 6. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 42 KSI YEILD. 7. PIPE SHAPES SHALL CONFORM TO ASTM A53-12, GRADE B, 35 KSI YIELD. 8. EXCEPT AS NOTED, FRAMED BEAM CONNECTIONS SHALL BE BEARING-TYPE WITH 3/4" DIAMETER, SNUG TIGHT, ASTM A325-04 BOLTS, DETAILED IN CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE "STEEL CONSTRUCTION MANUAL" BY THE AISC, 13TH EDITION. INSTALL BOLTS IN ACCORDANCE WITH AISC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," 2010. 9. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEBS ABOVE AND BELOW COLUMNS. 10. ANCHOR RODS SHALL CONFORM TO ASTM F1554-99, GRADE (36, 55, AND/OR 105) AS NOTED ON THE STRUCTURAL DRAWINGS WITH WELDABILITY SUPPLEMENT S1. 11. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: 2010 STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY LENGTH OF CONTACT EDGE. 12. ALL POST-INSTALLED ANCHORS SHALL HAVE CURRENT INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 15. EXPANSION ANCHORS SHALL BE APPROVED "WEDGE" TYPE UNLESS SPECIFICALLY NOTED TO BE "SLEEVE" TYPE AS NOTED ON THE STRUCTURAL DRAWINGS. 16. POST INSTALLED BOLTS AND REBAR SHALL USE AN APPROVED EPOXY OR SIMILAR ADHESIVE TYPE AS APPROPRIATE FOR INSTALLATION IN SOLID AND NON-SOLID BASE MATERIALS. 17. GROUT BENEATH COLUMN BASE AND BEAM BEARING PLATES SHALL HAVE A MINIMUM 28-DAY, COMPRESSIVE STRENGTH OF 7,500 PSI AND SHALL BE NON-SHRINK, NON-METALLIC, AND TESTED IN ACCORDANCE WITH ASTM C1107-13. 18. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 19. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16”h FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 20. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 21. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 22. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. OPEN-WEB WOOD TRUSS NOTES 1. MANUFACTURE AND INSTALLATION OF METAL PLATED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION," BCSI-2008 (BUILDING COMPONENT SAFETY INFORMATION) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," AND DSB-89 "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." 2. PRE-ENGINEERED, PREFABRICATED TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO, AND SHALL COMPLY WITH CODE REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FULL DEAD LOADS AND THE SUPERIMPOSED DESIGN LOADS NOTED ABOVE OR ON THE DRAWINGS. 4. STRESSES SHALL NOT EXCEED THOSE LISTED IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENT (AF&PA NDS-2005). <NO INCREASES IN STRESS ARE ALLOWED FOR DURATION OF LOAD.> 5. THE FABRICATOR SHALL DETERMINE TRUSS WEB ARRANGEMENTS AND MEMBER FORCES. 6. TRUSS TO TRUSS CONNECTIONS SPECIFIED SHALL BE BY TRUSS SUPPLIER, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 7. UNLESS OTHERWISE INDICATED, TRUSSES SHALL BE DESIGNED FOR PERPENDICULAR TO GRAIN BEARING ON HEM FIR PLATES (405 PSI). END GRAIN BEARING IS NOT ALLOWED UNLESS ACCEPTED IN WRITING BY ENGINEER. DESIGN TRUSS FOR BEARING BLOCKS OR TRUSS BEARING ENHANCERS AS REQUIRED TO COMPENSATE FOR OVERSTRESSES. SPECIFY SIZE, SPECIES, AND NAILING FOR BEARING BLOCKS. 8. TRUSS FABRICATOR SHALL SPECIFY ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING. CALCULATIONS AND SHOP DRAWINGS, INCLUDING MEMBER SIZES, LUMBER SPECIES AND GRADES, AND SUBSTANTIATING DATA FOR CONNECTOR CAPACITIES, SHALL BE SUBMITTED TO THE ENGINEER/LOCAL ENTITY BUILDING OFFICIAL FOR REVIEW PRIOR TO FRAMING INSPECTION. Matched to Soils Report PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling. Issuance of a permit or approval of these construction documents shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the adopted codes or of other ordinances of this jurisdiction. A permit presuming to give authority to violate or cancel the provisions of these codes shall be invalid. R105.4 PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC, 2015 IECC, 2020 NEC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES ALL PERMIT DOCUMENTS: ARCHITECTURAL PLANS, ENGINEERED PLANS, SOILS REPORTS, TRUSS DRAWINGS, ENERGY CODE REPORTS/RESCHECKS, ETC... MUST BE KEPT TOGETHER & ONSITE FOR INSPECTORS REVIEW. APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 06/08/2022 6" MIN 30" MIN 8" WALL SEE SCHEDULE SEE SCHEDULE #4 VERT @ SPACING PER NOTES ON SHEET S1 W/4" HOOK LONG. REINFORCEMENT PER SCHEDULE #4 @ 16" HORIZ. FOUNDATION DRAIN AND BEDDING FLOOR FRAMING WALL FRAMING CRAWL SPACE 4" CONCRETE SLAB W/6x6 W1.4xW1.4 WWF CENTERED F16A F30A F16A F24A F16A F16A F16A F16A F16A F16A F16A F16A F30 F24 F52 F16 F1 6 F1 6 F16 F16 F16 F1 6 F1 6 F20 F20 F2 0 F2 0 F2 0 F2 0 F16 F16 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 HD1 27'6'-8" 5' 15' 13'-8" 14' 15' 6'-1" 6'-8" 8' 7'-2" 5'-7" 4' 14'3'-9" 16'7'-3" 1' 1' 7'-3" 4'-2" 10'10'-4"6'9'-11" 1'-6" 22' 1'-6" 4' 2' 15'5'-9" 7'-7"17'-8"12'-7" 8'-11" 3'-1" 5' 6'-8" 7'-1" 4' 4'-1" 15'-7" 5'-6" 14' 8'-8" 7'-10" 11'-11" 11'-11" 7'-6" 10"x30"x30" FOOTING (SEE SCHEDULE) W/ 16" DIAM. SONOTUBE 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B FOUNDATION NOTES: 1. CONCRETE WALL/FOOTING CONSTRUCTION TO BE INSTALLED PER GENERAL NOTES ON SHEET. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONING, FOUNDATION ELEVATIONS AND EXTERIOR GRADES PRIOR TO FORMING AND POURING CONCRETE FOOTINGS. CONTACT ENGINEER WITH ANY KNOWN DISCREPANCIES. 3. FOUNDATION DIMENSIONS SHOWN ARE TO CENTER OF PAD FOOTING OR EXTERIOR CORNER WALL UNLESS NOTED OTHERWISE. 4. ALL FOOTINGS TO BEAR ON UNDISTURBED NATIVE SOILS OR APPROVED, COMPACTED STRUCTURAL FILL. COMPACTION TESTING TO VERIFY COMPACTION OF STRUCTURAL FILLS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ENGINEER TO PERFORM OPEN HOLE INSPECTION TO VERIFY ASSUMED SOIL BEARING CAPACITY PRIOR TO FORMING CONCRETE. 5. CONTRACTOR MAY ALTER FOUNDATION FOOTING ELEVATIONS AND WALL HEIGHTS BASED UPON FIELD CONDITIONS. CONTACT DESIGN ENGINEER FOR APPROVAL IF WALL HEIGHTS INCREASE ABOVE WHAT IS SHOWN HEREON. 6. FOUNDATION DESIGN ASSUMES NO HYDROSTATIC PRESSURE ON CONCRETE WALLS. CONTRACTOR TO INSTALL FOUNDATION FOOTING DRAIN AT BOTTOM OF FOOTING ELEVATION WITH A MINIMUM OF 4" PERFORATED DRAIN PIPE BACKFILLED IN A 24" BED OF 1.5" WASHED ROCK. CONCRETE WALLS TO BE BACKFILLED WITH FREE DRAINING GRANULAR SOILS. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL FOUNDATION ELEMENTS FOR ALL SURFACE FLOWS. 0'4'8'2'16' FOUNDATION PLAN 4/22/22 HOLD-DOWN SCHEDULE: HD1 - SIMPSON STHD14/STHD14-RJ AS APPLICABLE POST BASE SCHEDULE: 6x6 - SIMPSON ABU66Z 8x8 - SIMPSON ABU88Z SCALE: NTS STANDARD FROST WALL DETAIL PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND MIN. 3' SEPARATION BETWEEN GROUNDWATER AND BOTTOM OF FOUNDATION SYSTEM 2x10 HF#2 JOISTS @ 16" O.C. FLOOR FRAMING NOTES: 1. SOLID BLOCKING FOR ALL REPETITIVE FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 2. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 3. GENERAL NAILING AND FRAMING REQUIREMENTS FOR FLOOR FRAMING TO BE PER THE GENERAL NOTES ON SHEET S1. 4. TYPICAL FLOOR ASSEMBLY INCLUDES 11 7 8" I-JOISTS, 3 4" PLYWOOD AND FINISH PER ARCHITECTURAL DRAWINGS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF FLOOR FRAMING. 6. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 7. ALL HEADERS NOT SPECIFICALLY NOTED TO BE (2) 2x10. HANGER SCHEDULE: 6x8 - SIMPSON HUC68 1 3 4"X11 7 8" LVL - SIMPSON HU11 11 7 8" RFPI40 - SIMPSON IUS2.37/11.88 LEDGER SCHEDULE: LEDGER TYPE 1 - 2x12 W/ (2) ROWS 3 8"x 3 5 8" LEDGER LOKS, 16" O.C. STAGGERED 2X 1 0 H F # 2 @ 1 6 " O . C . 6X 8 D F # 1 D R O P P E D B E A M 6X8 DF#1 DROPPED BEAM 6X8 DF#1 DROPPED BEAM 11 7 8" RFPI40 @ 16" O.C. 11 7 8" RFPI40 @ 16" O.C. 11 7 8" RFPI40 @ 16" O.C. BEAM POCKET BEAM POCKET BEAM POCKET BEAM POCKET 11 7 8" RFPI40 @ 16" O.C. 1 3 4"x11 7 8" LVL FLUSH BEAM 1 3 4"x11 7 8" FLUSH BEAM PT. LOAD FROM ABOVE 1 3 4"x11 7 8" FLUSH BEAM 1 3 4"x11 7 8" FLUSH LVLs ON ALL SIDES OF OPENING 11 7 8" RFPI40 @ 16" O.C. W6 x 1 2 D R O P P E D S T E E L B E A M HSS4.0x0.188 STEEL COLUMN W1 0 x 3 0 D R O P P E D S T E E L B E A M 8x8 POST FROM ABOVE 6x 1 0 D F # 1 D R O P P E D B E A M 6X 8 D F # 1 D R O P P E D B E A M 6X6 POSTS W/ SIMPSON BC6 CAPS TYP. OF 6 (2)2x10 HF#2 FLUSH BEAM HANGER DROPPED BEAMS BETWEEN POSTS FROM ROOF; SEE HANGER SCHEDULE 8X8 POSTS FROM ROOF TYP. OF 3 HSS4.0x0.188 STEEL COLUMN HSS4.0x0.188 STEEL COLUMN LE D G E R T Y P E 1 LE D G E R T Y P E 1 LEDGER TYPE 1 LEDGER TYPE 1 W1 0 x 3 0 D R O P P E D S T E E L B E A M HSS4.0x0.188 STEEL COLUMN BEAM POCKET FIRST FLOOR FRAMING PLAN 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B 4/22/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND UP UP UP 2X10 HF#2 @ 16" O.C. 1 3 4"x 1 1 7 8" L V L F L U S H B E A M 1 3 4"x 1 1 7 8" L V L FL U S H B E A M 1 3 4"x 1 1 7 8" L V L F L U S H B E A M (3)1 3 4"x14" LVL FLUSH BEAM OR W12x16 STEEL BEAM 1 3 4"x11 7 8" LVL FLUSH BEAM (2 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M 6X6 POSTS W/ SIMPSON BC6 CAP 1 3 4"x 1 1 7 8" L V L FL U S H B E A M 11 7 8" R F P I 4 0 @ 1 6 " O . C . FLOOR FRAMING NOTES: 1. SOLID BLOCKING FOR ALL REPETITIVE FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 2. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 3. GENERAL NAILING AND FRAMING REQUIREMENTS FOR FLOOR FRAMING TO BE PER THE GENERAL NOTES ON SHEET S1. 4. TYPICAL FLOOR ASSEMBLY INCLUDES 11 7 8" I-JOISTS, 3 4" PLYWOOD AND FINISH PER ARCHITECTURAL DRAWINGS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONING OF FLOOR FRAMING. 6. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 7. ALL HEADERS NOT SPECIFICALLY NOTED TO BE (2) 2x10. HANGER SCHEDULE: TOP FLANGE 11 7 8" RFPI40 JOISTS - SIMPSON ITS1.81/11.88 TOP FLANGE 1 3 4"X11 7 8" LVL - SIMPSON BA1.81/11.88 FACE MOUNT (2)1 3 4"x11 7 8" LVL - SIMPSON BA3.56/11.88 FACE MOUNT (3)1 3 4"x22" LVL - SIMPSON EGQU5.50-SDS3 FACE MOUNT 2x10 - SIMPSON HU210 LEDGER SCHEDULE: LEDGER TYPE 1 - 2x12 W/ (2) ROWS 3 8"x 3 5 8" LEDGER LOKS, 16" O.C. STAGGERED BEARING WALL 1 3 4"x11 7 8" FLUSH LVL BEAM 6X 1 2 D F # 1 D R O P P E D B E A M 11 7 8" R F P I 4 0 @ 1 6 " O . C . 11 7 8" R F P I 4 0 @ 1 6 " O . C . 11 7 8" R F P I 4 0 @ 1 6 " O . C . W12x16 FLUSH STEEL BEAM W16x26 FLUSH STEEL BEAM 11 7 8" R F P I 4 0 @ 1 6 " O . C . (2)2x10 HEADER 11 7 8" R F P I 4 0 @ 1 6 " O . C . BEARING WALL (2)2x10 HEADER(2)2x10 HEADER STUD PACK IN WALL STUD PACK IN WALL STUD PACK IN WALL PT. LOAD FROM ABOVE (2)2x10 HEADER STUD PACK IN WALL (2 ) 1 3 4"x 1 1 7 8" L V L F L U S H B E A M (2)2x10 HEADER STUD PACK IN WALL STUD PACK IN WALL STUD PACK IN WALL HSS4.0x0.188 STEEL POST IN WALL (2 ) 2 x 1 0 H E A D E R LE D G E R T Y P E 1 (3 ) 1 3 4"x 1 6 " L V L H E A D E R SECOND FLOOR FRAMING PLAN 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B 4/22/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND ROOF FRAMING NOTES: 1. UPLIFT CONNECTIONS TO BE PROVIDED PER TRUSS MANUFACTURERS SPECIFICATIONS. 2. SOLID BLOCKING FOR ALL REPETITIVE ROOF FRAMING MEMBERS TO BE PROVIDED AT ALL BEARING POINTS. 3. BEARING SURFACES FOR ALL BEAMS TO BE STUD PACKS WITH A MINIMUM WIDTH OF THE MEMBER BEING SUPPORTED UNLESS NOTED OTHERWISE. 4. GENERAL NAILING AND FRAMING REQUIREMENTS FOR ROOF FRAMING TO BE PER GENERAL NOTES ON SHEET S1. 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND SLOPES FOR ROOF FRAMING. 6. SHEATHING REQUIREMENTS FOR THICKNESS AND NAILING PATTERNS TO BE PER GENERAL NOTES ON SHEET S1. 7. ALL WOOD STRUCTURAL MEMBERS TO BE HEM-FIR #2 OR BETTER UNLESS OTHERWISE NOTED. 8. EXTERIOR LUMBER TO BE EXTERIOR GRADE (PRESSURE TREATED) OR PROTECTED FROM ELEMENTS PER 2015 IRC REQUIREMENTS. 9. ALL OUT-LOOKERS TO BE FRAMED WITH 2x6 MEMBERS AND CONNECTED WITH SIMPSON H2.5 CLIPS @ EXTERIOR BEARING POINTS. 10. HEADERS TO MEET THE INSTALLATION REQUIREMENTS AS NOTED ON SHEET S1. ALL NON-STRUCTURAL HEADERS TO BE MIN (2) 2x10. 11. UPLIFT CONNECTIONS FOR ALL RAFTERS TO BE MADE WITH SIMPSON H2.5A CLIP @ EACH RAFTER TO PLATE/BEAM CONNECTION. HANGER SCHEDULE FACE MOUNT 11 7 8" RFPI40 - SIMPSON U3516/20 OR TOP FLANGE 11 7 8" RFPI40 - SIMPSON BA2.37/11.88 LEDGER SCHEDULE LEDGER TYPE 1 - 2x12 W/ (2) ROWS 3 8"x 3 5 8" LEDGER LOKS, 16" O.C. STAGGERED 11 7 8" RFPI40 @ 24" O.C. 8X8 POST CONT. TO FOUNDATION W/ SIMPSON BC8 CAP TYP. OF 3 PRE-ENGINEERED TRUSSES @ 24" O.C. PR E - E N G I N E E R E D T R U S S E S @ 2 4 " O . C . 11 7 8" R F P I 4 0 @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S E S @ 2 4 " O . C . PR E - E N G I N E E R E D T R U S S E S @ 2 4 " O . C . 11 7 8" RFPI40 @ 24" O.C.11 7 8" RFPI40 @ 24" O.C. W1 4 x 2 2 F L U S H S T E E L B E A M O R 5 1 2"x 1 2 " 2 4 F - V 4 G L U L A M 8X 1 2 D F # 1 D R O P P E D B E A M 8X12 DF#1 DROPPED BEAM STUD PACK TO BEAM BELOW (3) 1 3 4"x11 7 8" LVL HEADER (3)1 3 4"x11 7 8" LVL HEADER (2 ) 2 x 1 0 H E A D E R BEAM TO BEAR ON STUD PACK IN WALL W/ SIMPSON CS14 COIL STRAPPING (2 ) 2 x 1 0 H E A D E R 8x8 POST CONT. TO FOUNDATION W/ SIMPSON BC8 CAP STUD PACK TO BEAM BELOW (SEE S4) (3 ) 1 34"x 9 12" L V L H E A D E R OVERFRAME AREA ATTIC ACCESS (3 ) 1 34"x 9 12" L V L H E A D E R PR E - E N G I N E E R E D T R U S S E S @ 2 4 " O . C . LE D G E R T Y P E 1 LEDGER TYPE 1 (2 ) 2 x 1 0 H F # 2 H E A D E R OVER-FRAME AREA: (2)2x10 RIDGE 2x10 HF#2 @ 24" O.C. SOLID BLOCK TRUSSES AT POINT LOAD TRUSSES/RAFTERS TO BEAR ON BEAM AS SHOWN ON S4 RAFTERS TO BEAR ON BEAM AS SHOWN ON S4 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B ROOF FRAMING PLAN 0'4'8'2' SCALE: 1/4" = 1'16' 4/22/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND WALL TYPE TYPE 1 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UNBLOCKED NAIL W/#6 DRYWALL SCREWS 6" O.C. EDGE, 12" O.C. FIELD TYPE 2 (SHEAR WALL)- 2x6 @ 16" O.C. SHEATHING: EXTERIOR- 1 2" STRUCTURAL PANEL, BLOCKED NAIL W/8D COMMON NAILS 3" O.C. EDGE, 12" O.C. FIELD INTERIOR- 1 2" GYPSUM BOARD, UNBLOCKED NAIL W/#6 DRYWALL SCREWS 3" O.C. EDGE, 12" O.C. FIELD SIMPSON MSTC78 STRAP TIE - (64) 16d SINKERS NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL WALL ASSEMBLY REQUIREMENTS. S1 S1 S1 S1 S1 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B SECOND FLOOR BRACED WALL PLAN 0'4'8'2' SCALE: 1/4" = 1'16' 4/22/22 FIRST FLOOR BRACED WALL PLAN 0'4'8'2' SCALE: 1/4" = 1'16' PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SOILS REPORT REVIEWED FOR ENG. DESIGN COMPLIANCE - BY SAFEBUILT - PBLAND 4/26/22 scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Basement Plan Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan SERVICE DESCRIPTION NAMAQUA BLUEPRINT LLC, WILDERMAN DESIGNS, TODD WILDERMAN (DESIGNER) PROVIDES ARCHITECTURAL DESIGN AND DRAFTING FOR ALLOWED PROJECTS PER COLORADO STATUTE. THE INTENT OF THIS SERVICE IS TO PROVIDE OVERALL CONCEPT COMMUNICATION. EXACT SPECIFICATIONS MAY VARY FROM WHAT IS ON THE PLANS AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR CLIENT TO VERIFY AND ADJUST AS NEEDED. PROJECTS REQUIRING PROFESSIONAL ENGINEERING OR OTHER PROFESSIONAL SERVICE SHALL HAVE DRAWINGS AND SPECIFICATIONS PROVIDED BY ASSOCIATED PROFESSIONALS IN THESE FIELDS OF SERVICE. CONTRACTOR OR CLIENT SHALL COORDINATE INFORMATION AND ADJUST AS NEEDED. DESIGNER MAKES NO CLAIM OF ACCURACY OR EXACTNESS AND THE PROJECT SHALL BE ASSEMBLED ACCORDING TO ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. CLIENT UNDERSTANDS THAT THERE IS NO ARCHITECTURAL STAMP OR LICENSE ASSOCIATED WITH THESE PLANS. CLIENT AND CONTRACTOR WILL INDEMNIFY AND HOLD DESIGNER HARMLESS FROM ANY AND ALL CLAIMS AS A RESULT OF THE USE OF THESE PLANS. THESE PLANS AND THE ASSOCIATED DESIGN ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE USED OR TRANSFERRED WITHOUT EXPRESS PERMISSION OF DESIGNER. D17D17D17D17 W03W03 W06W06 W09W09 D17D17D17D17 W12W12 W02W02 2 12 8 12 8 12 4 12 2 12 8 12 1 0 1 2 3 4 5 Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Top of Wall 18.24' 97 1/8" Highest Ridge 23.84' 67 3/16" 23'-4 3/4" NOTE SCHEDULE 40 YEAR ASPHALT SHINGLES STANDING SEAM METAL ROOFING 6" NICKEL GAP VERTICAL SIDING 8" CHANNEL RUSTIC LAP SIDING 36" HIGH METAL RAILING 11 22 33 44 55 11 22 33 44 55 11 11 22 33 33 33 55 TYPICAL EAVE -2x14 FASCIA w/ 2x6 SHADOW BOARD -1/2" T&G PLY SOFFIT AVERAGE FINISHED GRADE MIDPOINT OF HIGHEST ROOF PLANE BUILDING HEIGHT D17D17D17D17 W03W03 W06W06 W09W09 D17D17D17D17 W12W12 W02W02 CLIMATE ZONE 5B (dry) FENESTRATION U-FACTOR 0.32 INSULATION VALUES CEILING MIN R-49 WALL MIN R-20 SLAB MIN R-10 to MIN 24" BELOW GRADE CODE NOTES PROJECT PROJECT INFORMATION CODES 2015 INTERNATIONAL RESIDENTIAL CODE, W/ TOWN OF ESTES PARK AMMENDMENTS CONTRACTOR: KINLEY BUILT 970-227-4865 NATHAN@KINLEYBUILT.COM ENGINEER: TRAIL RIDGE CONSULTING ENGINEERS 970-308-8221 DBANGS@TRAILRIDGECE.COM ARCHITECTURAL: WILDERMAN DESIGNS LLC 303-591-3536 DESIGNSTUDIO7@COMCAST.NET SINGLE FAMILY DWELLING UP UP UP S S 0 5 10 20 64.3' 68.21' 1 9 .3 5 ' 1 3 .1 7 ' 1 5 .8 2 ' 2 1 .2 ' 6 9 . 0 7 ' 1 0 5 .1 6 ' 7 2 . 9 1 ' 8 8 .6 2' 7 9.23' 8 3 . 7 3 ' 35.23' 26.62' 25.15' 23.94' 30.94' 7 4.8' 18.46' 7970 7965 7960 7955 Lot 13-A Ypsilon Circle Proposed Residence Patio Patio Patio Drive Deck Deck Dog Run 6' Fence To Match Siding on House Water Sewer E C T SEE ENGINEERED SITE PLAN FOR UTILITY INFORMATION 20' Utiliy Easement C 1 8 R =8 0 .5 0 ' C =1 0 3 .8 0 ' @ N 6 5 -2 6 -3 3 E N 7 5 -2 5 -1 9 W 1 0 2 .7 0 ' N 25-17-47 E 126.50' S 1 4 - 5 9 - 0 1 W 1 8 9 . 8 2 ' FFE=7964.6 1 0 ' E A S E M E N T 1 0 ' E A S E M E N T 1 0 ' E A S E M E N T 10' EASEMENT 15' SETBACK scale 1"=20' Site Plan 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-1 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - MAY NOT BE PRINTED TO SCALE 2.ENGINEERING DRAWINGS, NOTES AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE PLANS. 3.ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. 4.PLANS ARE INTENDED TO CONFORM TO INTERNATIONAL RESIDENTIAL CODE 2015, DESIGNER (WILDERMAN DESIGNS LLC - TODD WILDERMAN) MAKES NO GUARANTEE OF COMPLIANCE AND IS NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE OR SUPERVISION. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE CODE AND MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN COMPLIANCE. USE OF THESE PLANS IMPLIES AGREEMENT WITH THIS STATEMENT. 5.DIMENSIONS ARE TO FACE OF STUD. EXTERIOR WALLS TO BE 2X6, INTERIOR 2X4 UNLESS NOTED OTHERWISE. 6. WALL BEHIND CLOTHES DRYER TO BE 2X6 7. FOUNDATION DESIGN, STRUCTURAL SPECIFICATIONS, BEAMS, CONNECTIONS, FOUNDATION DRAIN, SITE DRAINAGE, LOAD CALCULATIONS, WIND LOAD, SNOW LOAD, FLOOR AND ROOF LOAD, SOIL BEARING CAPACITY, SOIL EXPANSION ETC. TO BE PER LICENSED ENGINEER. ALL NOTATIONS AND SPECIFICATIONS ON THESE PLANS ARE FOR REFERENCE AND COMMUNICATION. ENGINEERING SPECIFICATIONS TAKE PRECEDENCE REGARDLESS OF WHAT IS OR IS NOT ON THIS SET OF PLANS. 8. WINDOWS - BRAND TO BE DETERMINED - ALL WINDOWS WITHIN 24" OF DOORS, INSTALLED AT STAIRWAYS, INSTALLED NEXT TO BATH TUBS OR IN SHOWERS, AND ANY PANE OVER 9 SQ.FT., SHALL HAVE TEMPERED GLASS. WINDOW SUPPLIER AND CONTRACTOR TO VERIFY. 9. EGRESS - WINDOWS IN BEDROOMS OR OTHER HABITABLE ROOMS, SHALL HAVE EGRESS OPENING OF A MINIMUM OF 5.7 SQ.FT., MINIMUM WIDTH OF 20", MINIMUM HEIGHT OF 24", NOT MORE THAN 44" ABOVE ADJACENT FLOOR. BASEMENT WINDOWS SHALL HAVE APPROPRIATE EGRESS WINDOW WELL AND EGRESS LADDER WHEN THE BOTTOM OF THE WINDOW WELL IS MORE THAN 44" BELOW GRADE. 10. ALL MECHANICAL AND HEATING EQUIPMENT TO BE INSTALLED PER CODE. PROVIDE APPROPRIATE EXHAUST VENT AND COMBUSTION VENTING. CONSULT CODE. A-1 TITLE PAGE. SITE PLAN, EAST ELEVATION A-2 ELEVATIONS NORTH, WEST, SOUTH A-3 ROOF PLAN, CRAWL SPACE PLAN A-4 1ST FLOOR PLAN, 2ND FLOOR PLAN A-5 WINDOW AND DOOR SCHEDULES A-6 ELECTRICAL PLANS A-7 SECTIONS A, TYPICAL DETAILS A-8 STAIR DETAILS A-9 SECTIONS B,C A-10 SECTIONS D,E SHEET INDEX THE DOG RUN ON THE WEST SIDE OF THE HOUSE WILL HAVE A FENCE SIMILAR TO THIS ONE, STAINED TO MATCH THE HOUSE scale 1/4"=1'-0" East Elevation Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling. Issuance of a permit or approval of these construction documents shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the adopted codes or of other ordinances of this jurisdiction. A permit presuming to give authority to violate or cancel the provisions of these codes shall be invalid. R105.4 PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC, 2015 ENERGY CODE, 2020 NEC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES Plans not approved for tankless water heater - Tankless water heater install requires a one-line drawing of gas line showing all appliances and loads, lengths and sizes of pipe. Manufacturer's installation instructions, as required by code, shall be available on the job site at the time of inspection. R106.1.2 ALL PERMIT DOCUMENTS: ARCHITECTURAL PLANS, ENGINEERED PLANS, SOILS REPORTS, TRUSS DRAWINGS, ENERGY CODE REPORTS/RESCHECKS, ETC... MUST BE KEPT TOGETHER & ONSITE FOR INSPECTORS REVIEW. R-26 R-60 SEE S H E E T A - 7 A N D M A N U A L JDS T O V E R I F Y I N S U L A T I O N VALU E S & R E Q U I R E M E N T S APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 06/08/2022 LOT 13A AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION (0.35 ACRES) LOT 14A AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION LOT 12A AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION 68.4 68.6 68.5 68.5 67.1 65.9 62.4 63.6 67.5 NEW 3 4"TYPE "K" COPPER WATER SERVICE 4:1 14 : 1 5 : 1 5:1 5:1 CONTRACTOR TO VERIFY LOCATION OF GAS MAIN DECK AT SECOND FLOOR PROVIDE POSITIVE DRAINAGE AWAY FROM RESIDENCE NEW 4" SDR35 SEWER SERVICE 8" SDR35 SEWER MAIN GEOLOGICAL HAZARD BOUNDARY - DEBRIS FAN 22.0' PROPOSED RESIDENCE FFE=7968.5' ∆ ∆=80°17'33") (R=80.50') (L=112.81') (ChL=103.80') (ChB=N64°38'49"E) 15 . 0 0 ' 14. 0 0 ' 1.00' 3.7 5 ' 7.0 8 ' 16. 0 0 ' 15 . 5 8 ' 7.2 5 ' 5.5 0 ' 1.00' 14 . 0 0 ' 15. 0 0 ' 8.6 7 ' 4.0 0 ' 1.50' 2.00' 22 . 0 0 ' 2.00' 1.50' 27. 0 0 ' 5.0 0 ' 6.6 7 ' 15 . 0 0 ' 6.6 7 ' 4.3 3 ' 9.3 3 ' 8.0 0 ' 14 . 0 0 ' 4.0 0 ' GARAGE NEW ASPHALT PAVED DRIVEWAY DECK @ MAIN FFE 796 5 79 6 5 7962 7 9 6 2 7 9 6 3 796 3 7 9 6 4 79 6 6 796 6 796 7 7967 7 9 6 8 79 6 8 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2022 DAB LEGEND UNDERGROUND ELECTRIC/CABLE/TV UNDERGROUND GAS EXISTING PROPOSED SEWER MANHOLE TREE (SIZE NOT NOTED) ASPHALT SURFACE FOUND PROPERTY MONUMENTATION ANNOTATIONS ABCDE SANITARY SEWER SERVICE WATER SERVICE EASEMENT EDGE OF ASPHALT SETBACK LINE PROPERTY LINE MAJOR CONTOUR MINOR CONTOUR ELEC/TELE/CABLE PEDESTAL SITE PLAN 2738 YPSILON CIRCLE OWNER ESTES PARK JOHNNY HORNS LLC 5819 DEL ROY DR DALLAS, TX 75230 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: A-1 - ACCOMODATIONS SURROUNDING PROPERTY ZONING CLASSIFICATION: A-1 - ACCOMODATIONS BUILDING SETBACK = 15' SETBACK FROM ROAD; 15' FROM SIDE YARD; 10' FROM REAR YARD. GENERAL NOTES 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 2. PLATTED BEARINGS WERE ROTATED 0°47'44" COUNTER-CLOCKWISE TO MATCH GEODETIC BEARINGS MEASURED BETWEEN THE TWO FOUND MONUMENTS. BEARINGS FOR THIS SITE PLAN ARE BASED ON THESE TWO MONUMENTS, CALCULATED TO BEAR S14°11'17"W. 3. HEAVY SNOW WAS PRESENT ON THE SITE ON THE DAY OF DATA COLLECTION ON MARCH 16, 2022. ONLY VISIBLE SURFACE UTILITIES ARE SHOWN HEREON. TRAIL RIDGE CONSULTING ENGINEERS DID NOT CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO THE FIELD SURVEY AND DOES NOT WARRANT THE LOCATIONS OF THE UTILITIES AS SHOWN HEREON. THAT RESPONSIBILITY LIES WITH THE OWNER/CONTRACTOR. 4. CONTOURS SHOWN HEREON ARE AT A 1-FT INTERVAL AND ARE BASED UPON A TOPOGRAPHIC SURVEY COMPLETED BY TRAIL RIDGE CONSULTING ENGINEERS. 5. NO PORTION OF THE SUBJECT PROPERTY FALLS WITHIN THE MAPPED WILDFIRE HAZARD AREA FOR ESTES PARK. THE SOUTHERN PORTION OF THE SUBJECT PROPERTY FALLS WITHIN THE GEOLOGICAL HAZARD BOUNDARY FOR DEBRIS FAN AS SHOWN HEREON. LEGAL DESCRIPTION (PER WARRANTY DEED AT RECEPTION #20200095574) LOT 13A, AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION COUNTY OF LARIMER, STATE OF COLORADO ALSO KNOWN BY STREET AND NUMBER AS: 2738 YPSILON CIRCLE, ESTES PARK, CO 80517 10' SCALE: 1" = 10' 0 20' WATER MAIN SANITARY SEWER MAIN GEOLOGICAL HAZARD SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND scale 1/4"=1'-0" Front Elevation scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation Basement Plan Main Floor Plan scale 1/4"=1'-0" East Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Lower Floor Plan NOTE SCHEDULE 40 YEAR ASPHALT SHINGLES STANDING SEAM METAL ROOFING 6" NICKEL GAP VERTICAL SIDING 8" CHANNEL RUSTIC LAP SIDING 36" HIGH METAL RAILING 11 22 33 44 55 11 22 33 44 55 MIDPOINT OF HIGHEST ROOF PLANE D01D01 W01W01 D07D07 D01D01 W01W01 D26D26 D01D01D01D01 2 12 8 12 2 12 8 12 8 12 1 0 1 2 3 4 5 Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Rough Ceiling - 2nd Floor 18.24' 97 1/8" Highest Ridge 23.84' 67 3/16" 11 2233 44 55 44 33 11 D01D01 W01W01 D07D07 D01D01 W01W01 D26D26 D01D01D01D01 D14D14D14D14 W05W05 W13W13 W11W11W14W14W15W15 D05D05 2 12 2 12 8 12 8 12 8 12 4 12 Top of Subfloor - Foundation -0.25' Top of Subfloor - 1st Floor 0.00' 3" Rough Ceiling - 1st Floor 8.09' 97 1/8" Rough Ceiling - 1st Floor 9.09' 12" 11 33 44 55 11 33 3344 44 44 44 D14D14D14D14 W05W05 W13W13 W11W11W14W14W15W15 D05D05 D22D22 W10W10 W08W08W07W07 8 12 8 12 4 12 2 12 Top of Subfloor - Foundation -0.25' Top of Subfloor - 1st Floor 0.00' 3" Rough Ceiling - 1st Floor 8.09' 97 1/8" Highest Ridge 23.84' 188 15/16" Top of Subfloor - Foundation -0.25' Top of Subfloor - 1st Floor 0.00' 3" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Rough Ceiling - 2nd Floor 18.24' 97 1/8" 11 22 33 44 55 11 11 33 44 44 D22D22 W10W10 W08W08W07W07 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-2 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 APPX MATERIALS -40 YEAR ASPHALT SHINGLES 2213 S.F. -STANDING SEAM METAL ROOFING 1197 S.F. -VERTICAL SIDING 1470 S.F. -LAP SIDING 1750 S.F. scale 1/4"=1'-0" North Elevation scale 1/4"=1'-0" West Elevation scale 1/4"=1'-0" South ElevationConstruction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND General Elevation Notes: - Asphalt shingles & Siding to meet 175 MPH wind-speed - All stone, stucco and siding to have a barrier underneath at exterior walls - Roof slopes from 2:12 up to 4:12 require double underlayment - Sills less than 24" - w/72+" of fall require fall protection - Roof Ventilation per R806 - All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 - All Exterior Coverings shall comply with R703 - All Roofing materials shall comply with R905 - Water-resistive barrier required per R703.2 - Drip edge required on all rakes and eaves - Ice and Water Shield is required scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Floor Plan Main Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan scale 1/4"=1'-0" Roof Plan Main Floor Framing Plan Upper Floor Framing Plan scale 1/4"=1'-0" Crawl Space Plan CRAWL ACCESS 22x30 2x10 Joists 2x10 Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists CRAWL FLOOR COVERED W/ POLY VAPOR BARRIER TAPE TO INSULATION ON EXTERIOR WALLS VENTILATION PROVIDED BY HVAC SYSTEM PROVIDE RADON VENT Steel Beam W10x30 Steel Beam W10x30 Steel Beam W6x12 6x10 Beam Dropped 6x8 Beam Dropped 6x8 Beam Dropped 6x8 Beam Dropped 6x8 Beam Dropped 6x6 Post 6x6 Post 8x8 Post 8x8 Post 6x6 Post 6x6 Post 6x6 Post 6x6 Post 8x8 Post 8x8 Post Steel Post per Engineer Steel Post per Engineer Steel Post per Engineer Steel Post per Engineer A A A A Section A E EEE Cross Section E D D D D Cross Section D B B B B Section B C C C C Section C Stair 1 Stair 1Stair 1 Stair 1 Stair 1 Stair 2 Stair 2 Stair 2 Stair 2 Stair 2 10'-3"10'-4"10'-3"7'-2 1/2" 6'8'-3"17'-8"14'-4 1/2"5'-8 1/2" 7'-3"16'3'-9"14' 41' 1'4' 2'2' 6'-8" 2' 1'-6" 22' 1'-6" 8'-8" 14' 5'-6" 15'-7" 68'-9" 9'-6 3/4" 12'-7 1/4" 15'-2" 1' 31'8"2' 46' 31'15' 2' 4'-2" 6'-1 1/2" 15' 14' 9'-4" 4'-4" 15' 5' 62'-8" 7'-1" 9'-9" 9'-9" 6'-8" 7'-1 1/2" 1' 9'-11 1/2"4'-3 1/2" 7'-7" 12'-1 1/2" 12'-1 1/2" 12'-7" 7'7'-3" 2'-6"7'-5" 1'-10" 11'-2 1/2" 651 sq ft 1334 sq ft Garage R-19 DRAPE ISULATION Crawl Space DN 8 : 12 8 : 12 8 : 12 8 : 12 4 : 12 4 : 12 8 : 12 8 : 12 2 : 12 2 : 12 8 : 12 8 : 12 2 : 12 1'-6" 10" 1'-4" 10" 3'-6" 1'-6" 10" 1'-6" 1'-6" 1' 1'-6" 10" 1'-4" 1' 1'-6" 1'-6" 10" 1'-6" 1'-6" 1' 1'-6" 4:12 vaulted ceiling 4:12 vaulted ceiling attic storage RAFTERS RAFTERS RAFTERS TRUSSES TRUSSES TRUSSES TRUSSES TRUSSES TRUSSES TRUSSES TRUSSES 371 s.f. 456 s.f. 179 s.f.228 s.f. 67 s.f. 110 s.f. 412 s.f. 250 s.f. 370 s.f. 408 s.f.337 s.f. 111 s.f. 111 s.f. D e c k 8' ceiling 8' ceiling 8' ceiling 8' ceiling RAFTERS gutter gutter gutter gutter gutter gutter gutter gutter gutter gutter gutter gutter RAFTERS RAFTERS 8' Ceiling 9' Ceiling Standing Seam Metal Roofing Standing Seam Metal Roofing Standing Seam Metal Roofing 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 40 Year Asphalt Shingles 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-3 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 2213 s.f. - ASPHALT SHINGLES 1197 s.f. - STANDING SEAM METAL Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND ICE AND WATER SHEILD IS REQUIRED EAVE BAFFLE TO EXTEND PAST INSULATION. DUCTS RUN IN ATTIC REQUIRE MIN. R-8 IF DUCTS RUN OUTSIDE OF THERMAL ENVELOPE AT ANY POINT - DUCT PRESSURE TEST SHALL BE REQUIRED PROVIDE ROOF VENT CALCULATIONS SHOWING # OF VENTS REQUIRED FOR INSPECTORS REVIEW. ROOF VENTS REQUIRED FOR ENCLOSED RAFTER SPACES PER R806 & MANUFACTURERS SPECIFICATIONS Provide gutters or a controlled method of water disposal from roofs - that will collect and discharge to the ground surface not less than 5' from foundation or to an approved drainage system. R801.3 FLASHING SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT MOISTURE ENTERING WALLS AND ROOFS R903.2 ENGINEERS STAMPED TRUSS PLANS AND SPECS TO BE ON SITE FOR INSPECTORS REVIEW Unvented enclosed roof framing assemblies - shall be permitted if specific conditions are met under Section R806.5 Ice Barrier required from the lowest edges of all roof surfaces to a point not less than 24" inside the exterior wall line of the building. IRC R905.1.2 Asphalt shingles shall meet 115 mph wind-speed & be tested in accordance with ASTM D 7158 & packaging shall bear label of classification - All shingles shall be installed per manufacturers installation instructions (R905.2.4) DRIP EDGE IS REQUIRED ON ALL RAKES AND EAVES CRAWL SPACE ACCESS MIN. 18"X24" for through floor access SEAL CRAWL FLOOR WITH CLASS I VAPOR BARRIER AND COMPLY WITH VENTILATION REQMNTS OF R408.3 Access doors from Conditioned spaces to unconditioned spaces (E.G. Attics and Crawlspaces) shall be weatherstripped and insulated. TRAP BARRIERS TO HAVE A MINIMUM TRAP SEAL OF 2" AND NOT MORE THAN 4" PRESSURE TEST REQUIRED FOR DWV AND WATER GAS PIPING TO BE BURIED A MINIMUM OF 18" BELOW GROUND WITH A YELLOW TRACER WIRE Attach Energy Certificate/Report on Return Side of Furnace: R-Values, U-factors, air leakage, Eff of Furn., AC, water heater Furnace Install instruction on site Home must pass blower door test Min 3 air changes per hour per code section N1102.4.1.2 (R402.4.1.2) Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan scale 1/4"=1'-0" First Floor Plan scale 1/4"=1'-0" Second Floor Plan DN SB3422 SB4222 SB3422 SB4222 SB3422 SB4222 SB3422 SB4222 W05W05 D22D22 W03W03 W06W06 W10W10 D24D24 D20D20 D26D26 W04W04 D23D23 D18D18 W13W13 D19D19 D21D21 ATTIC ACCESS 22x30 Trusses Trusses NORTHNORTH Elevation A A A A Section A EE Cross Section E D D D D Cross Section D B B B B Section B C C C C Section C Stair 1 Stair 1Stair 1 Stair 1 Stair 1 Stair 2 Stair 2 Stair 2 Stair 2 Stair 2 3'-10 1/2" 4'-0 1/2" 3'-6"3'-3" 1'-10"7'-9"2'-8" 12'-3"2'-8 1/2"9"8'-4 1/2"2'-3 1/2"11'-4 1/2" 37'-9" 4'4' 8'8'-8"3'-10"6'4'-6"6'-9" 37'-9" 2'-0 1/2" 1'-10" 7' 7' 5'-3" 3'-10 1/2" 9'-1 1/2" 14' 7' 7' 1'-2 1/2" 7'-11" 14' 9'-1 1/2" 13'-11" 7'-6" 1'-8 1/2" 15'-3"8'-10"13'-8" 5'-10" 2'-1 1/2" 5'-11 1/2" 4'-11"11'-1"7' 2'-1" 5'-10" 3'-6 1/2" 2'-0 1/2"5'-6" 2'-3 1/2" 6'-3 1/2" 1'-8" 7'-11" 5'-7 1/2" 11 sq ft 672 sq ft 148 sq ft 65 sq ft 56 sq ft 7 sq ft 72 sq ft 161 sq ft 62 sq ft 12 sq ft 17 sq ft 28 sq ft 53 sq ft 17 sq ft Living Area Stairwell Bath 2 Bedroom 3 Bath 3 Closet Shower Bedroom 2 Deck STORAGE ATTIC Hall Shower Closet 4:12 VAULTED CEILING 4:12 VAULTED CEILING 8' CEILING 8' CEILING 8' CEILING Bedroom 2 Hall 3DB33 3DB33 3DB33 SB4222 3DB33 SB4222 B4218 LCB36R B36 B42 B21R B30 DW24SB36B24R B42 B4218 B4218 B30 B361836 12DB451854 Dog Kennel SB36 2DB602118 3DB33 3DB33 3DB33 SB4222 3DB33 SB4222 B4218 LCB36R B36 B42 B21R B30 DW24SB36B24R B42 B4218 B4218 B30 B361836 12DB451854 Dog Kennel SB36 2DB602118 WH W3342 W3342 W392424 W3436 W3436 W3024W3024W276621W3624W08W08W07W07 D12D12 W11W11 D09D09 D07D07 W09W09 D17D17 D17D17 D10D10 W14W14 W15W15 D01D01 D14D14 W01W01 W12W12 W02W02 D03D03 D13D13 D04D04 D16D16 D05D05 D02D02 D25D25 D08D08 D15D15 D11D11 UP UP UP CRAWL ACCESS 22x30 2x10 Joists Rafters Rafters Rafters 11-7/8" Joists 11-7/8" Joists Trusses Trusses H.B. H.B. 1 0 1 2 3 4 5 6x12 Beam Steel-I Beam 8x12 Beam 8x12 Beam 8x12 Beam 6x6 Post 6x6 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post 8x8 Post NORTHNORTH Elevation A A A A Section A E EEE Cross Section E D D D D Cross Section D B B B B Section B C C C C Section C Stair 1 Stair 1Stair 1 Stair 1 Stair 1 Stair 2 Stair 2 Stair 2 Stair 2 Stair 2 3'-6" 12'-1" 2'-1 1/2" 1'-10" 12'-0 1/8" 1'-11 7/8" 7'7' 4'-0 1/2" 3'-1 1/2" 14'-3" 4'-3 1/2"9'-11 1/2" 7' 6' 8'8' 2'-10"4'-5"16'3'-9"14' 41' 6'1' 1'-10"1'-11" 4' 4' 2' 6'-8"25'2' 27'11' 8'11'-0 1/2"4'7'-11 1/2"6'5'4' 6'-8"5'-8 1/2"4'-4 1/2"4'-11 1/2"9'-11 1/2"2' 15' 2'-9" 9'-11" 2'-4" 4'-2" 9'-10" 5'-1" 4'-0 1/2" 15' 14' 9'-1 1/2" 4'-6 1/2" 15' 5' 62'-8" 3'-5" 3'-8" 4'-2 1/2" 6'-1" 10" 9' 2'-4" 9' 10" 1'-6" 22' 1'-6" 4'-8 1/2" 3'-11 1/2" 14' 5'-6" 15'-7" 68'-9" 1' 6'-10 3/4"1'-1 1/4" 1' 7'-1 1/2" 1' 1'-10" 4'-7" 3'-2" 4'-4" 7'-6" 4'-1" 5'-11 1/2" 5'-4 1/2" 1' 2'-2 1/2"6'-6 1/2"3'-2"6'-0 1/2" 2'-5 1/2"2'-4 1/2" 5 1/2" 4'-2" 8'-8 1/2" 5'-9 15/16" 5'-2" 4'-5" 1'-0 1/2" 1'-9" 16'-2"3'3'-6"4'-3 1/2" 3'-5"15'-8"3'-5 1/2" 2'-10" 8'-11 1/2" 7'-3" 1'-2"3' 7'-7" 12'-1 1/2" 12'-1 1/2" 7'-5 1/2" 30'-10"7'-2 1/2" 45°135° 45° 576 sq ft 1501 sq ft 10 sq ft 234 sq ft 85 sq ft 10 sq ft 31 sq ft 122 sq ft 25 sq ft 228 sq ft 101 sq ft 35 sq ft 275 sq ft 32 sq ft 6 sq ft 155 sq ft 14 sq ft 502 sq ft 19 sq ft Living Area Garage Bedroom 1 Closet Laundry/Mud 1/2 Bath Master Bath Owners Closet dresser cabinet 12" SEAT 16" TALL tub DOG RUN GAS FIRE PIT Dining Living Kitchen Utility Pantry Deck Entry W/CTP Storage Gas Fireplace Shower dresser cabinet wall mount TV wall mount TV Coat VAULTED CEILING 8' CEILING VAULTED CEILING 8'-6" CEILING (VERIFY W/ BEAM) Garage DUCT 8' CEILING 8' CEILING 8' CEILING 8' CEILING 8' CEILING 9' CEILING 8' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-4 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND PLAN REVIEW NOTES: FP Manu instructions to be on site, Clearances are req'd Vent termination per manufacture Cement based substrate or equal on shower/tub walls - Typ Dryer Vent to be Run to the outside, Min 3' away from any intake. If run greater than 35', with code assigned distances for elbows, a label is required within 6' of dryer vent Glazing installed in hazardous locations as defined in Section R308.4 shall be Tempered Glass Freeze Protect pipes per P2603.5 Fall Protection is required where applicable (R312) - Windows that are operable at 6' above grade with sill height lower than 24" Water Hammer Arrestors required @ Washer Valves Garage/Dwelling Door - 20 Min Sealed Solid Self-Closing Fire Door, Min 1 3/8" thick. Provide 50 cfm fan in bathroom - vented to exterior - when no natural ventilation is provided by window Fire Block shall be provided in enclosed wood framed walls per locations designated in R302.11 Access doors from Conditioned spaces to unconditioned spaces (E.G. Attics and Crawlspaces) shall be weatherstripped and insulated. Air gap required at or within dishwasher - per P2717.1 Appliance and all Equipment Vent Terminations shall be per manufacturers specifications Per R311.6 - Hallways shall be not less than 3 feet.If kitchen hood greater than 400 cfm, must have approx equal make up air on automatically controlled damper - Per M1503.6 Provide Anti-Scald valves on shower or tub/shower combination valves Provide min. 1/2" Gyp'bd or equivalent on walls separating living space from Garage All lawn irrigation systems shall be protected with backflow by vacuum breaker or reduced pressure principle assembly Per section P2902.5.3 Showers shall be finished 72 inches above the floor with a non-absorbent material. Shower door minimum clear opening width is 24 inches and open outward Any New Gas piping shall be tested for not less than 15 min. @ 1 1/2 times the proposed maximum working pressure but not less than 10 psig. - before it is put into service. See section 2417.4.1 and local amendments Toilets & Lavatories shall be provided with a min. of 21 inches in front each fixture - each side of Toilets shall have 15 inches from the center line of the toilet and any sidewall or other obstructions. Do not remove Manufacturers stickers on windows until after all final inspections Hose Bibs shall be protected by an atmospheric-type or pressure-type vacuum breaker, a pressure vacuum-breaker assembly or a permanently attached hose connection vacuum breaker - P2902.4.3 Provide attic access of min. of 22"x30" to enclosed attic space of combustible roof construction with a vertical height of 30" M1505.2 - Exhaust Air from bathrooms, toilet rooms & kitchens shall not be recirculated within the residence or other dwelling units and be exhausted directly outside - but shall not prohibit ductless range hoods per exception of M1505.3 Provide Air Barrier & insulation on exterior wall at shower/tub, etc... See Air Barrier table N1102.4.1.1 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan WINDOW SCHEDULE NUMBER LABEL 3D EXTERIOR ELEVATION ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT TOP TEMPERED EGRESS DESCRIPTION COMMENTS W01 12695MU LIVING/DECK 1 1 12695 150 "113 "122"YES MULLED UNIT W02 1630SC 1/2 BATH 1 1 1630SC 18 "36 "80"SINGLE CASEMENT-HR W03 1630SC BATH 3 1 2 1630SC 18 "36 "80"SINGLE CASEMENT-HR W04 2023SC BEDROOM 3 1 2 2023SC 24 "27 "80"SINGLE CASEMENT-HR W05 2030SC BATH 2/DECK 1 2 2030SC 24 "36 "80"SINGLE CASEMENT-HR W06 2036FX BEDROOM 3 1 2 2036FX 24 "42 "110"FIXED GLASS W07 2040SC KITCHEN 1 1 2040SC 24 "48 "88"SINGLE CASEMENT-HL W08 2040SC KITCHEN 1 1 2040SC 24 "48 "88"SINGLE CASEMENT-HR W09 2640FX KITCHEN/DECK 1 1 2640FX 30 "48 "88"FIXED GLASS W10 2640SC BEDROOM 3 1 2 2640SC 30 "48 "80"YES YES SINGLE CASEMENT-HL W11 5046TC MASTER BATH 1 1 5046TC 60 "54 "88"YES TRIPLE CASEMENT-LHL/RHR W12 5050DC LIVING/DECK 1 1 5050DC 60 "60 "88"YES DOUBLE CASEMENT-RHR W13 7640TC BEDROOM 2 1 2 7640TC 90 "48 "80"YES TRIPLE CASEMENT-LHL/RHR W14 2640SC BEDROOM 1 1 1 2640SC 30 "48 "88"YES SINGLE CASEMENT-HR W15 2640SC BEDROOM 1 1 1 2640SC 30 "48 "88"YES SINGLE CASEMENT-HL WINDOW SCHEDULE NUMBER LABEL 3D EXTERIOR ELEVATION ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT TOP TEMPERED EGRESS DESCRIPTION COMMENTS DOOR SCHEDULE NUMBER LABEL ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION COMMENTS D01 10080 BEDROOM 1/DECK 1 1 10080 L/R EX 120 "96 "EXT. QUAD SLIDER-GLASS PANEL D02 2068 KITCHEN/PANTRY 1 1 2068 L IN 24 "80 "HINGED-DOOR P01 D03 2468 MASTER BATH/W/C 1 1 2468 L IN 28 "80 "HINGED-DOOR P01 D04 2668 OWNERS CLOSET/MASTER BATH 1 1 2668 R 30 "80 "POCKET-DOOR P01 LOCKING HARDWARE D05 2668 LAUNDRY/MUD 1 1 2668 R EX 30 "80 "EXT. HINGED-DOOR F04 D07 3076 ENTRY/DECK 1 1 3076 L EX 36 "90 "EXT. HINGED-DOOR F04 D08 3076 BEDROOM 1/DINING 1 1 3076 L IN 36 "90 "HINGED-DOOR P01 D09 3076 BEDROOM 1/MASTER BATH 1 1 3076 R 36 "90 "BARN-DOOR P01 D10 3076 LAUNDRY/MUD/DINING 1 1 3076 R 36 "90 "POCKET-DOOR P01 D11 3068 LAUNDRY/MUD/GARAGE 1 1 3068 R EX 36 "80 "EXT. HINGED-SLAB FIRE DOOR W/ CLOSER D12 4068 ENTRY/COAT 1 1 4068 L IN 48 "80 "SLIDER-PANEL D13 4068 BEDROOM 1/CLOSET 1 1 4068 L/R IN 48 "80 "DOUBLE HINGED-DOOR P01 D14 5080 LIVING/DECK 1 1 5080 L EX 60 "96 "EXT. SLIDER-GLASS PANEL D15 6068 UTILITY/GARAGE 1 1 6068 L/R EX 72 "80 "EXT. DOUBLE HINGED-SLAB D16 6068 GARAGE/GARAGE 1 1 6068 L/R IN 72 "80 "DOUBLE HINGED-DOOR P01 D17 9080 GARAGE 2 1 9080 108 "96 "GARAGE-GARAGE DOOR CHD03 D18 4068 BEDROOM 3/CLOSET 1 2 4068 L IN 48 "80 "SLIDER-PANEL D19 5068 CLOSET/BEDROOM 2 1 2 5068 L IN 60 "80 "SLIDER-PANEL D20 2668 BATH 2/BEDROOM 2 1 2 2668 L IN 30 "80 "HINGED-DOOR P01 D21 2668 BATH 3/HALL 1 2 2668 R IN 30 "80 "HINGED-DOOR P01 D22 6068 BEDROOM 2/DECK 1 2 6068 R EX 72 "80 "EXT. SLIDER-GLASS PANEL D23 2668 HALL/BEDROOM 2 1 2 2668 R IN 30 "80 "HINGED-DOOR P01 D24 2668 HALL/BEDROOM 3 1 2 2668 R IN 30 "80 "HINGED-DOOR P01 D25 2676 1/2 BATH/LAUNDRY/MUD 1 1 2676 R IN 30 "90 "HINGED-DOOR P01 D26 2634 BEDROOM 3 1 2 2634 R EX 30 "40 "EXT. HINGED-SLAB VERIFY OPENING SIZE AFTER FRAMING 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-5 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 FENESTRATION U-FACTOR 0.32 Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Glazing installed in hazardous locations as defined in Section R308.4 shall be Tempered Glass Fall Protection is required where applicable (R312) - Windows that are operable at 6' above grade with sill height lower than 24" Do not remove Manufacturers stickers on windows until after all final inspections Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan DN CO/SD SDSD TV TV WP 3 3 GFCI GFCI GFCI GFCI GFCI GFCI R R R R R R 3 3 3 3 WH UP UP UP OPENER OPENER CO/SD CO/SD SD TV TV GFCI GFCI GFCI GFCI GFCI GFCI WP WP WP WP R4 R4 R4 R4 R4 R4 R4 R4 R4 R4R4R4 R R R R RR R R R RR GFCIGFCI GFCI GFCI R4 R4 R4 R R R R R R R R R GFCI 4 3 4 3 4 3 3 R R R R 3 3 3 R RR R R R 3 3 33 3 3 3 3 3 R4 R4 R4R4 UNDER-CAB LIGHTS scale 1/4"=1'-0" Second Floor Electrical Plan scale 1/4"=1'-0" First Floor Electrical Plan WP R 4 GFCI 3WP SD T TV DESCRIPTIONSYMBOL ELECTRICAL LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures, Recessed Can Light Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Wall Jacks: TV/Cable Telephone Jack Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Smoke/CO Detectors: Ceiling Mounted, Wall MountedCO/SD 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-6 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 ELECTRICAL, DATA, & AUDIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC. ELECTRICAL NOTES: 1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. ORG.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 4.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 5.FIXTURES TO BE SELECTED BY HOME OWNER. Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND A minimum of 90% of the lamps in permanently installed lighting fixtures shall be high efficacy lamps. per 2018 N1104.1 Laundry areas require a 20 amp branch circuit. Shall be GFCI protected Smoke detectors required inside and outside of each bedroom & min. one on each level. CO Detectors are Required within 15' of ALL Bedrooms NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH VEHICLE BAY NOT MORE THAN 5.5 FEE ABOVE THE FLOOR IN DETACHED GARAGES PROVIDE WITH ELEC. POWER - ALL GARAGE RECEPTACLES GFCI Kitchen to be served by 2 separate 20 Amp GFCI circuits. Provide Tamper-resistant outlets less than 5'-6" AFF - Per E4002.14 Closet lights to conform to E4003.12 Bathrooms - Min one - 20 amp circuit - bathroom countertops or similar work surfaces shall be GFCI protected - Typical for each bathroom (2020 NEC 210.8) IC Rated Sealed Recess Cans in Attic Outdoor receptacles shall be a min 12" from final grade, roof surfaces or similar locations. Outlets installed in kitchens, family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, laundry areas and similar rooms or areas shall be AFCI protected - per E3902.16 Receptacles cannot be installed within a zone of 3' horizontally & 8' from the bathtub rim or shower stall threshold (410.10D - 2020 NEC) Dwelling units shall have a Service Disconnect on the exterior of the structure in a readily accessible outdoor location and be marked. (230.85 - 2020 NEC) 314.27 (C) Outlet boxes in ceilings of habitable rooms that a ceiling fan can be installed must: a.) be listed for sole support or b.) outlet box meeting reqmts of 314.27 & provides access to structural framing that is capable of supporting suspended fan bracket or equivalent See 410.10 (D) for new requirements for where and what type of fixtures can be installed in areas containing bathtubs/showers This structure must comply with the requirements of the 2020 National Electrical Code D19D19 D04D04 D19D19 D04D04 2 12 8 12 2 12 Top of Subfloor - 1st Floor 0.00' 11.03' 132 3/8" Top of Subfloor - Foundation -0.25' Top of Subfloor - 1st Floor 0.00' 3" Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Rough Ceiling - 2nd Floor 18.24' 97 1/8" 19.71' 17 11/16" 9 7/8" 1 1 1 / 4 " 11 1/4" 1'-3 1/4" 1 1 1 / 4 " 7'-4" 6'-1" 10'-0 1/2" 1 ' - 1 1 5 / 8 "Attic Crawl Space Garage Master Bedroom Bedroom 3 Bath Laundry Bath Attic 2x4 STIFFENER 2x6 CEILING RAFTERS @ 24" O.C. 2x12 RAFTERS @ 24" O.C. CLOSED CELL FOAM TO R-30 R-38 BATTS 5/8" GYP CEILING ROLL BLOCKING R-49 BATTS CONTINUOUS SOFFIT VENT VENT BAFFLES FLASHING T&G PLY SOFFIT TRUSS CLIP 8x BEAM R-49 BLOWN F.G. 5/8" GYP CEILING 5/8" TYPE X GYP ON COMMON WALL R-23 BLOWN F.G. R-23 BLOWN F.G. R-23 BLOWN F.G. D19D19 D04D04 D19D19 D04D04 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan Typical Foundation scale 1"=1' 8" CONCRETE FOUNDATION REBAR PER ENGINEER FOOTING DRAIN FOOTING SEAL COATING 2x6 STUDS @ 16" O.C. W/ R-23 BLOWN FIBERGLASS (TYP) 7/16" ZIP SYSTEM SHEATHING PANEL W/ SEAM TAPE TREATED 2x6 SILL W/ SILL SEAL W/ 1/2"x10" CAST-IN-PLACE ANCHOR BOLTS JOISTS PER ENG.RIM JOIST 3/4" T&G DECKING BASEBOARD FLOOR FINISH SIDING PER ELEVATION R-19 VINYL FACED BASEMENT DRAPE POLY VAPOR BARRIER BOTTOM PLATE Typical Basement Beam scale 1"=1' FOOTING JOISTS PER ENG. 3/4" T&G DECKING FLOOR FINISH 5/8" GYP 4" CONCRETE FLOOR SOLID BLOCKING 2x6 PLATE STEEL BEAM ADJUSTABLE STEEL COLUMN CONCRETE PIER PER ENGINEER 1'-3 1/4" 1 1 1/4" 9 7/8" EXTERIORINTERIOR Eave Detail scale 1"=1' TRUSSES ZIP-SYSTEM ROOF SHEATHING 40 YEAR ASPHALT SHINGLES OVER 30# FELT DRIP EDGE FLASHING GUTTER 2x8 FASCIA T&G SOFFIT W/ CONTINUOUS VENT 5/8" GYP TRUSS CLIP DOUBLE 2x6 PLATE 2x6 STUDS @ 16" O.C. W/ R-23 BLOWN FIBERGLASS 1/2" GYP R-49 BLOWN FIBERGLASS 2x4 SUB-FASCIA VENT BAFFLES 2x10 SUB-FASCIA 2x8 BLOCKING Typ Interior 2x6 (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board 1/2" Gypsum Board scale 1"=1' (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate 1/2" Gypsum Board1/2" Gypsum Board Typ Interior 2x4 scale 1"=1' Garage/House (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board5/8" Type X Gypsum Board GARAGE INTERIOR R-23 Blown Fiberglass Insulation scale 1"=1' GARAGE FLOOR/WALL EXTERIORINTERIOR scale 1"=1' (2) 2x6 PLATE 3/4" T&G DECKING GLUE & NAIL FLOOR FINISH (2) 2x6 PLATE RIM BOARD FLOOR JOISTS 2x6 STUDS 2x6 STUDS 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-7 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 scale 1/2"=1'-0" Section Detail A Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND ESTES PARK ENERGY DESIGN CRITERIA: N1101.7 Thermal design parameters in Climate Zone 5B. REVISE as follows: The following thermal design parameters shall be used for calculations required under this code: a. Winter Outdoor Design Dry-bulb: 40F b. Winter Indoor Design Dry-bulb: 720F c. Summer Outdoor Design Dry-bulb: 890F d. Summer Indoor Design Dry-bulb: 750F e. Summer Design Wet-bulb: 620F f. 6368 Degree Days Heating g. 479 Degree Days Cooling All heating and cooling equipment shall be sized such that the total sensible capacity of the cooling equipment does not exceed the total sensible load by more than 25% for cooling-only applications, or by more than 40% for heating applications in accordance with the procedures in ACCA Manual J, 8th Edition, using the above thermal design parameters. All ducted air-distribution heating and cooling systems shall be sized using cooling loads. All heating and cooling equipment shall be tested to ensure such equipment is operating within the manufacturers’ recommended parameters and standards according to the applicable protocols established by the building official and in accordance with the International Mechanical Code and the International Energy Conservation Code. PER MANUAL JDS INSULATION VALUES: CRAWLSPACE = R-19 WALLS = R-26 = R-3 Cont Ext board + R-23 Cavity ATTIC/CEILING = R-60 FENESTRATION U-FACTOR VALUE: WINDOW = 0.32 DOORS = 0.30 Per Section R806.5 - Unvented enclosed roof framing assemblies - shall be permitted if all conditions are met: 1. attic space is within the building thermal envelope 2. Interior Class I vapor retarders are not installed on the ceiling side of the unvented enclosed roof framing assembly. 3. Where wood shakes or shingles are used, a minimum 1/4" vented airspace separates the shingles and roofing underlayment above sheathing. 4. In climate zones 5,6,7&8, any air-impermeable insulation shall be a Class II vapor retarder, or shall have a Class II vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Insulation shall comply with Items within 5.1 and item 5.3 5.1.3 Where both air impermeable and air-permeable insulation are provided, the air-impermeable insulation shall be applied in direct contact with the underside of the structural roof sheathing a min. R-20 - The air-permeable insulation shall be installed directly under the air-impermeable insulation 5.3 - Where performed insulation board is used as the air impermeable insulation layer, it shall be sealed at the perimeter of each individual sheet interior surface to form a continuous layer Pre-Engineered Truss Drawings to be on-site for Inspectors Review Insulation to be provided tight up against eave baffle without being crushed Seal all longitudinal joints on all ducts, supply, return, vent, and exhaust. Rim joist shall have an air barrier & insulation on the interior between each joist. FLOOR ASSEMBLIES SHALL BE PROTECTED PER SECTION R302.13 OR MUNICIPAL AMENDMENTS REFER TO ENGINEERS PLANS FOR ALL STRUCTURAL DETAILS Provide Air Barriers/insulation for all components as listed per Table N1102.4.1.1 Provide mech. exhaust, conditioned air or plenum to unvented crawlspaceCONDITION CRAWLSPACE AND ADD CLASS I VAPOR RETARDER - SEALED OR TAPED ALL DECKING MATERIAL IS TO BE TREATED, NATURALLY DURABLE, OR OTHER APPOVED MATERIAL. FASTENERS ARE TO BE OF APPROVED TYPE OPEN SIDES OF WALKWAYS SHALL HAVE GUARDS WHERE OPENING IS 30" OR MORE IN DEPTH AND WITHIN 36" OF THE WALKWAY HANDRAILS ARE REQUIRED WITH 4 OR MORE RISERS R-26 R-26 R-26 R-60 R-60 R-26 R-60 R-26 Prescriptive/Performance paths must follow all Mandatory requirements in Section N1101 through N1104 of Chapter 11 of the 2018 IRC R-26 CONTRACTOR IS RESPONSIBLE TO MAKE SURE MANUAL JDS ENERGY REPORT and PLANS ARE FOLLOWED AND PROVIDED FOR INSPECTORS REVIEW Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan 4'-6 1/8" 7 5/8" 7 5/8" 7 5/8" 4'-5 1/4" 5'-9 3/8" 3'-4 1/2"11"3'-2 1/2" 4'-6 7/8" 8'-9" 3'-3" 11" 3'-3" 5'-6" 11"11"11"11"11"11"3'-3" 7'-5" 7 5/8" 7 5/8" 4'-6 1/8" 7 5/8"11" D25D08 D24 UP Plan View 2x8 2x8 DUCT DRESSER CABINET Attic Crawl Space Bath Closet Hall Laundry Stair D03 Kitchen Crawl Space Closet Stair Closet TP CABINET 2x8 STEEL RAILING W/ STEEL CABLE GUARD SEE IRC 2018 SECTION R311.7 STAIRWAYS WIDTH - STAIRWAY SHALL BE NOT LESS THAN 36" WIDE - HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2" ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31-1/2" HEADROOM - MINIMUM HEADROOM REQUIRED 6'-8" MEASURED FROM SLOPE OF STAIR NOSING TO FINISHED SURFACE DIRECTLY ABOVE VERTICAL RISE - VERTICAL RISE SHALL NOT EXCEED 147" BETWEEN FLOORS AND LANDINGS RISERS - RISERS SHALL NOT EXCEED 7-3/4" AND SHALL NOT VARY MORE THAN 3/8" BETWEEN THE TALLEST AND THE SHORTEST RISER WITHIN A SET OF STAIRS TREADS - TREAD DEPTH SHALL NOT BE LESS THAN 10" AND THE WIDEST AND THE NARROWEST TREAD WITHIN A SET OF STAIRS SHALL NOT VARY MY MORE THAN 3/8" LANDINGS - THERE SHALL BE A LANDING AT THE TOP AND THE BOTTOM OF THE STAIR THAT MUST BE AT LEAST AS WIDE AS THE STAIR AND BE NO LESS THAN 36" IN THE DIRECTION OF TRAVEL HANDRAILS - A 1-1/2" GRIP SIZE HANDRAIL SHALL BE PROVIDED 34" TO 38" ABOVE THE LINE OF TREAD NOSING AND BE CONTINUOUS FOR THE ENTIRETY OF THE SECTION OF STAIR RAILINGS - RAILINGS OR GUARDS SHALL BE PROVIDED AT OPEN SIDE OF STAIR PER SECTION R312 THIS NOTE SHOWS ONLY THE GENERAL REQUIREMENTS FOR THIS SECTION - REFER TO IRC 2018 SECTION R311.7 FOR COMPLETE INFORMATION scale 1/2"=1'-0" Stair Section 2 scale 1/2"=1'-0" Stair Section 1 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-8 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 5/5/22 ADDITIONAL STAIRWAY NOTES: 1. Stairways shall be not less than 36" in width. 2. Stairs are required to be illuminated. 3. Open risers are permitted if the opening is less than 4". 4. Minimum 3/4" nosing. ADDITIONAL HAND/GUARD RAIL NOTES: 1. Handrails shall be continuous on at least one side of stairs with 4 or more risers. 2. The hand-grip portion of the handrails shall be not less than 1 1/4" nor more than 2" in circular cross section. 3. Handrails shall be placed not less than 1 1/2" from any wall or other surface. 4. Handrails to be returned to wall, post or safety terminal. 5. Guardrail is required if height is over 30". 6. Open guardrails and open handrails on decks and stairways more than 30 inches above grade or a floor below shall have members spaced so that a 4 inch diameter sphere cannot pass through PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND 2015 2015 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan Roof Plan Roof Framing Plan D12D12D12D12D12D12 W09W09 D12D12 8 12 Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" 13'-6 1/2" 9 7/8" Attic Kitchen Crawl Space PRE-ENGINEERED TRUSSES HANGERS STEEL BEAM D12D12D12D12D12D12 W09W09 D12D12 W13W13 W11W11 W14W14 W13W13 W11W11 W14W14 W15W15W14W14 Top of Subfloor - Foundation -0.25' Top of Subfloor - 1st Floor 0.00' 3" Top of Wall 7.93' 95 1/8" Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Top of Wall 18.24' 97 1/8" Highest Ridge 23.84' 67 3/16" 8'-6" Attic Crawl Space Garage Storage Bedroom 1 Bedroom 2 Master Bath Attic W13W13 W11W11 W14W14 W13W13 W11W11 W14W14 W15W15W14W14 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-9 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 scale 3/8"=1'-0" Section Detail C scale 3/8"=1'-0" Section Detail B Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan 2 12 8 12 9'-1 1/8" 16' 10'-7 3/4" Attic Dining Crawl Space Bedroom 1 Storage Attic STEEL BEAM 2x6 PLATE 3/4 PLY DECKINGLVL FLUSH (4) 2x4 PLATES 2x10 BLOCKING DROPPED SOFFIT 2x4 FRAMING 2x12 RAFTERS 2x12 RAFTERS D24D24D18D18 Top of Subfloor - 1st Floor 0.00' Rough Ceiling - 1st Floor 9.09' 109 1/8" Top of Subfloor - 2nd Floor 10.15' 12 5/8" Rough Ceiling - 2nd Floor 18.24' 97 1/8" Highest Ridge 23.84' 67 3/16" Attic Dining Living Garage Mechanical1/2 Bath Closet Pantry Hall Attic Attic Bath 3 D24D24D18D18 5/5/2022 Contractor Tiffany & Brad Wines Project: Lot 13A Mountain Meadow Sub. Estes Park CO A-10 Estes Park Johnny Horns LLC SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 scale 3/8"=1'-0" Section Detail E scale 3/8"=1'-0" Section Detail D Construction Plans 5/5/22 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Job #: Performed for: Wines Residence 2738 Ypsilon Estes Park, CO MGI Mechanical Services Berthoud, Co Scale: 1 : 77 Page 1 Rig h t-S u it e® Un ive rsa l 2 0 22 22.0.03 RSU63635 2022-Jun-01 06:10:45 ...ons\Kinley Built\Wines\Wines.rup N CRAWLSPACE Crawlspace Sup Riser 20 x 14 Ret Riser 25 x 12 7 "7 " 5 " 4 " 5 " 6 " 6 " 4 " 6 " 1 4 x 1 0 7 " 7 " 1 8 x 8 7 " 7 " 8 " 10 x 4 152 cfm 14 x 8 14 x 8 PERMIT #22-EP-00232 Field Copy REVIEWED BY SAFEBUILT - PBLAND Job #: Performed for: Wines Residence 2738 Ypsilon Estes Park, CO MGI Mechanical Services Berthoud, Co Scale: 1 : 77 Page 2 Rig h t-S u it e® Un ive rsa l 2 0 22 22.0.03 RSU63635 2022-Jun-01 06:10:45 ...ons\Kinley Built\Wines\Wines.rup N MAIN FLOOR Laundry Mech Powder Kitchen Living Room Dining/ Entry Master Bedroom Master Bath WIC Toilet Hall Sup Riser 20 x 14 Ret Riser 25 x 12 15 x 6 114 cfm 15 x 6 126 cfm 14 x 6 159 cfm 10 x 4 64 cfm 10 x 4 64 cfm 10 x 4 91 cfm 10 x 4 79 cfm 15 x 6 119 cfm 15 x 6 170 cfm 12 x 4 102 cfm 12 x 4 102 cfm 10 x 4 33 cfm 10 x 4 86 cfm 10 x 2 28 cfm 18 x 8 PERMIT #22-EP-00232 Field Copy REVIEWED BY SAFEBUILT - PBLAND Job #: Performed for: Wines Residence 2738 Ypsilon Estes Park, CO MGI Mechanical Services Berthoud, Co Scale: 1 : 77 Page 3 Rig h t-S u it e® Un ive rsa l 2 0 22 22.0.03 RSU63635 2022-Jun-01 06:10:45 ...ons\Kinley Built\Wines\Wines.rup N SECOND FLOOR Bathroom 3 Upper Hall Bedroom 3 Bathroom 2 Bedroom 2 10 x 6 111 cfm 10 x 6 111 cfm 10 x 6 80 cfm 10 x 6 80 cfm 10 x 6 87 cfm 10 x 6 81 cfm10 x 6 78 cfm 12 x 12 157 cfm 6 "7 " 7 " 6 " 6 " 20 x 16 6 " 6 " 12 x 12 159 cfm 9 " 8 " 14 x 14 303 cfm 20 x 16 10 " PERMIT #22-EP-00232 Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Project Summary May 24, 2022Date:Entire House By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor:2738 Ypsilon, Estes Park, CO Notes: Design Information Estes ParkWeather: Winter Design Conditions Summer Design Conditions Outside db °F4 Outside db °F91Inside db °F72 Inside db °F75 Design TD °F68 Design TD °F16Daily range H Relative humidity %50Moisture difference gr/lb-21 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh33644 Structure Btuh19390 Ducts Btuh3499 Ducts Btuh2210Central vent (67 cfm)3084 Btuh Central vent (67 cfm)Btuh726 Humidification Btuh2263 Blower Btuh0 Piping Btuh0Equipment load Btuh42489 Use manufacturer's data n Rate/swing multiplier 0.96InfiltrationEquipment sensible load Btuh21433 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh167 Ducts Btuh134Central vent (67 cfm)Btuh-722 CoolingHeating36693669Area (ft²)Equipment latent load Btuh301 2696026960Volume (ft³)Air changes/hour 0.130.25 Equipment Total Load (Sen+Lat)Btuh21734 Equiv. AVF (cfm)58112 Req. total capacity at 0.70 SHR ton2.6 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/aTraden/a Trade n/a Model n/a Cond n/aAHRI ref.n/a Coil n/a AHRI ref.n/aEfficiencyn/a Efficiency n/a Heating input Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm0 Actual air flow cfm0 Air flow factor cfm/Btuh0 Air flow factor cfm/Btuh0Static pressure in H2O0 Static pressure in H2O0 Space thermostat n/a Load sensible heat ratio 0 CONTRACTOR IS RESPONSIBLE TO MAKE SURE MANUAL JDS ENERGY REPORT and PLANS ARE FOLLOWED AND PROVIDED FOR INSPECTORS REVIEW PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Project Summary May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor:2738 Ypsilon, Estes Park, CO Notes: Design Information Estes ParkWeather: Winter Design Conditions Summer Design Conditions Outside db °F4 Outside db °F91Inside db °F72 Inside db °F75 Design TD °F68 Design TD °F16Daily range H Relative humidity %50Moisture difference gr/lb-21 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh24840 Structure Btuh12991 Ducts Btuh0 Ducts Btuh0Central vent (45 cfm)2469 Btuh Central vent (45 cfm)Btuh581 Outside air Outside airHumidificationBtuh3043Blower Btuh0 Piping Btuh0Equipment load Btuh30352 Use manufacturer's data n Rate/swing multiplier 0.96InfiltrationEquipment sensible load Btuh13029 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh-45 Ducts Btuh0Central vent (45 cfm)Btuh-482 CoolingHeating Outside air29522952Area (ft²)Equipment latent load Btuh0 2050720507Volume (ft³)Air changes/hour 0.120.23 Equipment Total Load (Sen+Lat)Btuh13029 Equiv. AVF (cfm)4179 Req. total capacity at 1.00 SHR ton1.1 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Comfort 95 Single-Stag...Trade CARRIER Model 59SC5B040E14--10 Cond CA13NA01800L0A0AHRI ref 0 Coil CNPVP3014ALA AHRI refEfficiency96 AFUE Efficiency 12.0 EER, 14 SEER Heating input Btuh40000 Sensible cooling Btuh15520Heating output Btuh33520 Latent cooling Btuh0 Temperature rise °F63 Total cooling Btuh15520Actual air flow cfm650 Actual air flow cfm650 Air flow factor cfm/Btuh0.026 Air flow factor cfm/Btuh0.050Static pressure in H2O0.70 Static pressure in H2O0.70 Space thermostat Load sensible heat ratio 1.00 PERMIT #22-EP-00232 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND THE BUILDER/CONTRACTOR & ENERGY REPORT DESIGNER ARE RESPONSIBLE FOR ALL ENERGY REPORTS, INFORMATION WITHIN SAID REPORTS & ALL VERIFICATION THROUGH INSPECTION BY EITHER A BUILDING INSPECTOR OR QUALIFIED THIRD PARTY ENERGY INSPECTORS OR RATERS - TO MEET 2018 IECC CODE REQUIREMENTS Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Project Summary May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor:2738 Ypsilon, Estes Park, CO Notes: Design Information Estes ParkWeather: Winter Design Conditions Summer Design Conditions Outside db °F4 Outside db °F91Inside db °F72 Inside db °F75 Design TD °F68 Design TD °F16Daily range H Relative humidity %50Moisture difference gr/lb-21 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh8804 Structure Btuh6470 Ducts Btuh3499 Ducts Btuh2219Central vent (SER=50% 22 cfm)Btuh615 Central vent (SER=50% 22 cfm)145 Btuh Heat recovery Heat recoveryHumidificationBtuh1394Blower Btuh0 Piping Btuh0Equipment load Btuh14311 Use manufacturer's data n Rate/swing multiplier 0.96InfiltrationEquipment sensible load Btuh8480 Method Latent Cooling Equipment Load SizingSimplified Construction quality Semi-tight0Fireplaces Structure Btuh212 Ducts Btuh134Central vent (22 cfm)Btuh-240 CoolingHeating Heat recovery717717Area (ft²)Equipment latent load Btuh106 64526452Volume (ft³)Air changes/hour 0.160.31 Equipment Total Load (Sen+Lat)Btuh8586 Equiv. AVF (cfm)1733 Req. total capacity at 1.00 SHR ton0.7 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Comfort 95 Single-Stag...Trade CARRIER Model 59SC5B026E14--10 Cond CA13NA01800L0A0AHRI ref 0 Coil CNPHP2417ALA AHRI refEfficiency96 AFUE Efficiency 12.5 EER, 14 SEER Heating input Btuh26000 Sensible cooling Btuh15520Heating output Btuh22150 Latent cooling Btuh0 Temperature rise °F46 Total cooling Btuh15520Actual air flow cfm585 Actual air flow cfm535 Air flow factor cfm/Btuh0.048 Air flow factor cfm/Btuh0.062Static pressure in H2O0.60 Static pressure in H2O0.70 Space thermostat Load sensible heat ratio 0.99 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Building Analysis May 24, 2022Date:Entire House By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing DoorsCeilings Floors Inf iltration Ducts VentilationHumidification % of loadBtuhBtuh/ft²Component 28.1119343.8Walls 24.61043621.8Glazing 2.9123020.4Doors 4.318071.2Ceilings 4.720081.41.4Floors 14.762291.7Infiltration 8.23499Ducts 00Piping 5.32263Humidification 7.33084Ventilation0Adjustments 100.042489Total Cooling Walls Glazing OtherCeilingsInfiltration Ducts Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 6.514480.5Walls 44.0983120.5Glazing 1.84076.8Doors 5.512220.8Ceilings 000Floors 3.47620.2Infiltration 9.92210Ducts 3.2726Ventilation 25.65720Internal gains 00Blower 0Adjustments 100.022327Total Latent Cooling Load = 301 Btuh Overall U-va lue = 0.0 61 Btuh/ft²-°F Data entries checked. PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Building Analysis May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing DoorsCeilings Floors Inf iltration Ventilation Humidif ication % of loadBtuhBtuh/ft²Component 26.680773.8Walls 27.1821421.8Glazing 4.1123020.4Doors 3.19291.2Ceilings 6.620081.41.4Floors 14.443811.7Infiltration 00Ducts 00Piping 10.03043Humidification 8.12469Ventilation0Adjustments 100.030352Total Cooling Walls Glazing Doors Ceilings Infiltration Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 7.09540.4Walls 52.4710518.8Glazing 3.04076.8Doors 4.66290.8Ceilings 000Floors 3.95360.2Infiltration 00Ducts 4.3581Ventilation 24.83360Internal gains 00Blower 0Adjustments 100.013572Total Latent Cooling Load = 0 Btuh Overall U-va lue = 0.0 63 Btuh/ft²-°F Data entries checked. PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Building Analysis May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Ceilings Inf iltration Ducts Ventilation Humidif ication % of loadBtuhBtuh/ft²Component 26.938573.9Walls 15.5222221.8Glazing 000Doors 6.18781.2Ceilings 0000Floors 12.918481.7Infiltration 24.43499Ducts 00Piping 9.71394Humidification 4.3615Ventilation0Adjustments 100.014311Total Cooling Walls Glazing CeilingsInfiltration Ducts Internal Gains Other % of loadBtuhBtuh/ft²Component 5.64930.5Walls 31.7279727.4Glazing 000Doors 6.75940.8Ceilings 000Floors 2.62260.2Infiltration 25.12219Ducts 1.6145Ventilation 26.72360Internal gains 00Blower 0Adjustments 100.08834Total Latent Cooling Load = 106 Btuh Overall U-va lue = 0.0 57 Btuh/ft²-°F Data entries checked. PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Entire House By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Crawlspace Wall R19 Drape: Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk 630.346513.5419.00.052184n 610.346333.5419.00.052179e 630.346513.5419.00.052184s 610.346333.5419.00.052179w 2490.3425673.5419.00.052726all R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 3080.5024043.9426.00.058610n 3210.5025053.9426.00.058635e 3140.5024563.9426.00.058623s 2560.5020013.9426.00.058507w 11980.5093663.9426.00.0582375all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3204n 5011.39621.80 56535.334821.800.32016e 121018.3144121.800.32066s 277235.3170821.800.32079w 459627.8359321.800.320165all Low E 32: Low E Glass U.32, SHGC.32; 6 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 90411.3174121.800.32080n Low E 32: Low E Glass U.32, SHGC.32; 20 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 27111.352221.800.32024n Low E 32: Low E Glass U.32, SHGC.32; 4 ft overhang (9.5 ft window ht, 1 ft sep.); 6.67 ft head ht 134211.3258421.800.320119n Low E 32: Low E Glass U.32, SHGC.32; 6 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 12112.121821.800.32010e Low E 32: Low E Glass U.32, SHGC.32; 14 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 28211.354421.800.32025e Low E 32: Low E Glass U.32, SHGC.32; 8 ft overhang (6.7 ft window ht, 1 ft sep.); 6.67 ft head ht 26215.736421.800.32017w Low E 32: Low E Glass U.32, SHGC.32; 17 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 45211.387021.800.32040w PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Doors Door, wd sc type 4076.75123020.400.30060s Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 18071.2260.00.0181476 12220.83 Floors 21A-32t: Bg floor, heavy dry or light damp soil, 4' depth 00.0201476 0020081.36 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Crawlspace Wall R19 Drape: Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk 630.346513.5419.00.052184n 610.346333.5419.00.052179e 630.346513.5419.00.052184s 610.346333.5419.00.052179w 2490.3425673.5419.00.052726all R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 1410.5010993.9426.00.058279n 2230.5017433.9426.00.058442e 1700.5013323.9426.00.058338s 1710.5013353.9426.00.058339w 7050.5055103.9426.00.0581397all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3205e 15935.39821.80 29218.334821.800.32016s 150135.392521.800.32043w 195231.0137121.800.32063all Low E 32: Low E Glass U.32, SHGC.32; 6 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 90411.3174121.800.32080n Low E 32: Low E Glass U.32, SHGC.32; 20 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 27111.352221.800.32024n Low E 32: Low E Glass U.32, SHGC.32; 4 ft overhang (9.5 ft window ht, 1 ft sep.); 6.67 ft head ht 134211.3258421.800.320119n Low E 32: Low E Glass U.32, SHGC.32; 6 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 12112.121821.800.32010e Low E 32: Low E Glass U.32, SHGC.32; 14 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 28211.354421.800.32025e Low E 32: Low E Glass U.32, SHGC.32; 8 ft overhang (6.7 ft window ht, 1 ft sep.); 6.67 ft head ht 26215.736421.800.32017w Low E 32: Low E Glass U.32, SHGC.32; 17 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 45211.387021.800.32040w PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 4 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Doors Door, wd sc type 4076.75123020.400.30060s Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 9291.2260.00.018759 6290.83 Floors 21A-32t: Bg floor, heavy dry or light damp soil, 4' depth 00.0201476 0020081.36 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 5 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 1670.5013053.9426.00.058331n 980.507623.9426.00.058193e 1440.5011243.9426.00.058285s 850.506663.9426.00.058169w 4930.5038573.9426.00.058978all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3204n 5011.39621.80 40635.325021.800.32012e 91718.3109221.800.32050s 127135.378321.800.32036w 264425.9222221.800.320102all Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 8781.2260.00.018717 5940.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 6 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Laundry By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 590.504623.9426.00.058117s 320.502533.9426.00.05864w 920.507153.9426.00.058181all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 8 ft overhang (6.7 ft window ht, 1 ft sep.); 6.67 ft head ht 26215.736421.800.32017w Doors Door, wd sc type 1366.7541020.400.30020s Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 7 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Mech By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 230.501773.9426.00.05845e 140.501083.9426.00.05827s 360.502853.9426.00.05872all Partitions (none) Windows (none) Doors Door, wd sc type 2716.7582020.400.30040s Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 8 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Powder By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 160.501243.9426.00.05832e Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3205e 15935.39821.80 Doors (none) Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 9 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Kitchen By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 50.50353.9426.00.0589n 560.504403.9426.00.058112e 610.504783.9426.00.058121s 1220.509533.9426.00.058242all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32016s 29218.334821.80 Low E 32: Low E Glass U.32, SHGC.32; 6 ft overhang (4 ft window ht, 1 ft sep.); 6.67 ft head ht 12112.121821.800.32010e Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 1451.2260.00.018118 980.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 10 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Living Room By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 640.504983.9426.00.058126n 990.507713.9426.00.058196e 290.502293.9426.00.05858w 1920.5014983.9426.00.058380all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 4 ft overhang (9.5 ft window ht, 1 ft sep.); 6.67 ft head ht 134211.3258421.800.320119n Low E 32: Low E Glass U.32, SHGC.32; 14 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 28211.354421.800.32025e Low E 32: Low E Glass U.32, SHGC.32; 17 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 45211.387021.800.32040w Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 3221.2260.00.018263 2180.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 11 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Dining/ Entry By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 220.501723.9426.00.05844n 260.502043.9426.00.05852e 480.503763.9426.00.05895all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 20 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 27111.352221.800.32024n Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 1711.2260.00.018139 1150.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 12 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Master Bedroom By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 320.502523.9426.00.05864n 30.50273.9426.00.0587e 580.504543.9426.00.058115w 940.507333.9426.00.058186all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32020w 70635.343521.80 Low E 32: Low E Glass U.32, SHGC.32; 6 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 90411.3174121.800.32080n Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 2921.2260.00.018238 1970.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 13 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Master Bath By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 180.501423.9426.00.05836n 360.502843.9426.00.05872s 510.503993.9426.00.058101w 1060.508253.9426.00.058209all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32023w 79435.349021.80 Doors (none) Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 14 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:WIC By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 15 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Toilet By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 16 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Hall By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 17 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Bathroom 3 By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 390.503023.9426.00.05877e 480.503733.9426.00.05895s 860.506743.9426.00.058171all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3205e 15935.39821.80 Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 1021.2260.00.01883 690.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 18 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Upper Hall By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 410.503193.9426.00.05881n Partitions (none) Windows (none) Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 2151.2260.00.018176 1450.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 19 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Bedroom 3 By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 660.505153.9426.00.058131n 590.504603.9426.00.058117e 240.501913.9426.00.05849s 1490.5011673.9426.00.058296all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3204n 5011.39621.80 24735.315221.800.3207e 18318.321821.800.32010s 48022.446621.800.32021all Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 2181.2260.00.018178 1480.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 20 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Bathroom 2 By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 560.504353.9426.00.058110s 320.502513.9426.00.05864w 880.506863.9426.00.058174all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.3206w 21235.313121.80 Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 1011.2260.00.01883 680.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 21 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Bedroom 2 By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R23 Wall with R3 continuous: Frm wall, wd ext, 3/8" wood shth, r-23 cav ins, 1/2" gypsum board int fnsh, r-3 ext bd ins, 2"x6" wood frm, 16" o.c. stud 600.504703.9426.00.058119n 160.501253.9426.00.05832s 530.504143.9426.00.058105w 1290.5010103.9426.00.058256all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32040s 73518.387521.80 105935.365321.800.32030w 179425.6152821.800.32070all Doors (none) Ceilings R60 Attic: Attic ceiling, asphalt shingles roof mat, r-60 ceil ins 2421.2260.00.018197 1630.83 Floors (none) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:07 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 22 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Component Constructions May 24, 2022Date:Crawlspace By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) Semi-tightConstruction quality62-We t bu lb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls Crawlspace Wall R19 Drape: Bg wall, light dry soil, concrete wall, r-19 ins, 8" thk 630.346513.5419.00.052184n 610.346333.5419.00.052179e 630.346513.5419.00.052184s 610.346333.5419.00.052179w 2490.3425673.5419.00.052726all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 4' depth 00.0201476 0020081.36 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Entire House By:MGI Mechanical Services Berthoud, Co 1 Room name Entire House Main System 2 Exposed wall 483.0 ft 363.0 ft 3 Room height 7.3 ft 6.9 ft 4 Room dimensions 5 Room area 3669.3 f t²2952.4 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 184 184 651 63 184 184 651 63 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 837 610 2404 308 502 279 1099 141 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 4 0 96 50 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 80 0 1741 904 80 0 1741 904 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 24 0 522 271 24 0 522 271 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 119 0 2584 1342 119 0 2584 1342 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 179 179 633 61 179 179 633 61 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 686 635 2505 321 482 442 1743 223 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 16 0 348 565 5 0 98 159 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 10 19 218 121 10 19 218 121 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 25 50 544 282 25 50 544 282 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 184 184 651 63 184 184 651 63 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 749 623 2456 314 414 338 1332 170 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 66 0 1441 1210 16 0 348 292 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 60 60 1230 407 60 60 1230 407 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 179 179 633 61 179 179 633 61 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 643 507 2001 256 438 339 1335 171 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 79 0 1708 2772 43 0 925 1501 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 17 27 364 262 17 27 364 262 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 40 80 870 452 40 80 870 452 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 1476 1476 1807 1222 759 759 929 629 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 1476 1476 2008 0 1476 1476 2008 0 6 c) AED excursion 1600 1518 Envelope loss/gain 27414 12908 20458 9095 12 a)Infiltration 6229 762 4381 536 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 4 920 2 460 Appliances/other 4800 2900 Subtotal (lines 6 to 13)33644 19390 24840 12991 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 33644 19390 24840 12991 15 Duct loads 10%11%3499 2210 0%0%0 0 Total room load 37142 21601 24840 12991 Air required (cfm)Air required (cfm)1235 1185 650 650 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Entire House By:MGI Mechanical Services Berthoud, Co 1 Room name Upper System 2 Exposed wall 120.0 ft 3 Room height 9.0 ft 4 Room dimensions 5 Room area 716.9 f t² Ty Construction U-value Or HTM Area (f t²)Load Area Load number (Bt uh/f t²-°F)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Crawlspace Wall R19 0.052 n 3.54 0.34 0 0 0 0 .W R23 Wall with R3 con 0.058 n 3.94 0.50 335 331 1305 167 .G Low E 32 0.320 n 21.76 11.30 4 0 96 50 .G Low E 32 0.320 n 21.76 11.30 0 0 0 0 1 1 G Low E 32 0.320 n 21.76 11.30 0 0 0 0 G Low E 32 0.320 n 21.76 11.30 0 0 0 0 W Crawlspace Wall R19 0.052 e 3.54 0.34 0 0 0 0 W R23 Wall with R3 con 0.058 e 3.94 0.50 205 193 762 98 G Low E 32 0.320 e 21.76 35.31 12 0 250 406 G Low E 32 0.320 e 21.76 12.14 0 0 0 0 G Low E 32 0.320 e 21.76 11.30 0 0 0 0 W Crawlspace Wall R19 0.052 s 3.54 0.34 0 0 0 0 W R23 Wall with R3 con 0.058 s 3.94 0.50 335 285 1124 144 G Low E 32 0.320 s 21.76 18.27 50 0 1092 917 D Door, wd sc type 0.300 s 20.40 6.75 0 0 0 0 W Crawlspace Wall R19 0.052 w 3.54 0.34 0 0 0 0 W R23 Wall with R3 con 0.058 w 3.94 0.50 205 169 666 85 G Low E 32 0.320 w 21.76 35.31 36 0 783 1271 G Low E 32 0.320 w 21.76 15.67 0 0 0 0 G Low E 32 0.320 w 21.76 11.30 0 0 0 0 C R60 Attic 0.018 -1.22 0.83 717 717 878 594 F 21A-32t 0.020 -1.36 0.00 0 0 0 0 6 c) AED excursion 153 Envelope loss/gain 6956 3884 12 a)Infiltration 1848 226 b)Room ventilation 0 0 13 Internal gains:Occupants @ 230 2 460 Appliances/other 1900 Subtotal (lines 6 to 13)8804 6470 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 8804 6470 15 Duct loads 40%34%3499 2219 Total room load 12303 8689 Air required (cfm)585 535 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name Main System Crawlspace 2 Exposed wall 363.0 ft 181.5 ft 3 Room height 6.9 ft 4.0 heat/coolft 4 Room dimensions ft1476.2x1.0 5 Room area 2952.4 f t²1476.2 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 184 184 651 63 184 184 651 63 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 502 279 1099 141 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 80 0 1741 904 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 24 0 522 271 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 119 0 2584 1342 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 179 179 633 61 179 179 633 61 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 482 442 1743 223 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 5 0 98 159 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 10 19 218 121 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 25 50 544 282 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 184 184 651 63 184 184 651 63 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 414 338 1332 170 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 16 0 348 292 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 60 60 1230 407 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 179 179 633 61 179 179 633 61 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 438 339 1335 171 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 43 0 925 1501 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 17 27 364 262 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 40 80 870 452 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 759 759 929 629 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 1476 1476 2008 0 1476 1476 2008 0 6 c) AED excursion 1518 -11 Envelope loss/gain 20458 9095 4575 238 12 a)Infiltration 4381 536 1242 152 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 2900 0 Subtotal (lines 6 to 13)24840 12991 5817 390 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 24840 12991 5817 390 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 24840 12991 5817 390 Air required (cfm)Air required (cfm)650 650 152 20 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 4...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name Dining/ Entry Hall 2 Exposed wall 13.3 ft 0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft150.3x1.0 ft135.3x1.0 5 Room area 150.3 f t²135.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 68 44 172 22 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 24 0 522 271 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 52 52 204 26 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 139 139 171 115 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -13 0 Envelope loss/gain 1069 422 0 0 12 a)Infiltration 204 25 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)1273 447 0 0 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1273 447 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1273 447 0 0 Air required (cfm)Air required (cfm)33 22 0 0 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 5...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name Kitchen Laundry 2 Exposed wall 29.8 ft 24.3 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft13.5x19.5 ft9.0x15.3 5 Room area 263.3 f t²137.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 9 9 35 5 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 122 112 440 56 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 10 10 218 121 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 137 121 478 61 137 117 462 59 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 16 0 348 292 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 0 0 0 0 20 20 410 136 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 0 0 0 0 81 64 253 32 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 0 0 0 0 17 14 364 262 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 118 118 145 98 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 32 408 Envelope loss/gain 1664 666 1490 898 12 a)Infiltration 458 56 373 46 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 1000 500 Subtotal (lines 6 to 13)2122 1722 1863 1444 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 519 129 14 Subtotal 2122 1722 2382 1572 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2122 1722 2382 1572 Air required (cfm)Air required (cfm)56 86 62 79 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 6...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name Living Room Master Bath 2 Exposed wall 40.3 ft 25.8 ft 3 Room height 14.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft263.4x1.0 ft134.1x1.0 5 Room area 263.4 f t²134.1 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 245 126 498 64 36 36 142 18 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 119 0 2584 1342 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 221 196 771 99 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 25 25 544 282 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 0 0 0 0 72 72 284 36 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 98 58 229 29 124 101 399 51 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 0 0 0 0 23 0 490 794 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 40 40 870 452 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 263 263 322 218 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 577 369 Envelope loss/gain 5819 3063 1315 1269 12 a)Infiltration 964 118 397 49 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 900 500 Subtotal (lines 6 to 13)6783 4081 1711 1817 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 6783 4081 1711 1817 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 6783 4081 1711 1817 Air required (cfm)Air required (cfm)177 204 45 91 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 7...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name Master Bedroom Mech 2 Exposed wall 31.8 ft 12.5 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft258.3x1.0 ft5.0x7.5 5 Room area 258.3 f t²37.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 144 64 252 32 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 80 0 1741 904 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 7 7 27 3 45 45 177 23 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 0 0 0 0 68 27 108 14 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 0 0 0 0 40 40 820 271 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 135 115 454 58 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 20 0 435 706 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 238 238 292 197 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 147 -9 Envelope loss/gain 3200 2048 1105 299 12 a)Infiltration 489 60 192 24 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)3689 2568 1298 322 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 -1298 -322 14 Subtotal 3689 2568 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3689 2568 0 0 Air required (cfm)Air required (cfm)97 128 0 0 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 8...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name Powder Toilet 2 Exposed wall 4.0 ft 0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft35.7x1.0 ft17.4x1.0 5 Room area 35.7 f t²17.4 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 3.543.54 0.340.34 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 36 32 124 16 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 5 0 98 159 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 12.1412.14 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 3.543.54 0.340.34 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 15.6715.67 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 18 0 Envelope loss/gain 222 193 0 0 12 a)Infiltration 62 8 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)284 200 0 0 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 779 193 0 0 14 Subtotal 1062 393 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1062 393 0 0 Air required (cfm)Air required (cfm)28 20 0 0 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 9...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Main System By:MGI Mechanical Services Berthoud, Co 1 Room name WIC 2 Exposed wall 0 ft 3 Room height 9.0 heat/coolft 4 Room dimensions ft43.7x1.0 5 Room area 43.7 f t² Ty Construction U-value Or HTM Area (f t²)Load Area Load number (Bt uh/f t²-°F)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Crawlspace Wall R19 0.052 n 3.54 0.34 0 0 0 0 .W R23 Wall with R3 con 0.058 n 3.94 0.50 0 0 0 0 .G Low E 32 0.320 n 0.00 0.00 0 0 0 0 .G Low E 32 0.320 n 21.76 11.30 0 0 0 0 1 1 G Low E 32 0.320 n 21.76 11.30 0 0 0 0 G Low E 32 0.320 n 21.76 11.30 0 0 0 0 W Crawlspace Wall R19 0.052 e 3.54 0.34 0 0 0 0 W R23 Wall with R3 con 0.058 e 3.94 0.50 0 0 0 0 G Low E 32 0.320 e 21.76 35.31 0 0 0 0 G Low E 32 0.320 e 21.76 12.14 0 0 0 0 G Low E 32 0.320 e 21.76 11.30 0 0 0 0 W Crawlspace Wall R19 0.052 s 3.54 0.34 0 0 0 0 W R23 Wall with R3 con 0.058 s 3.94 0.50 0 0 0 0 G Low E 32 0.320 s 21.76 18.27 0 0 0 0 D Door, wd sc type 0.300 s 20.40 6.75 0 0 0 0 W Crawlspace Wall R19 0.052 w 3.54 0.34 0 0 0 0 W R23 Wall with R3 con 0.058 w 3.94 0.50 0 0 0 0 G Low E 32 0.320 w 21.76 35.31 0 0 0 0 G Low E 32 0.320 w 21.76 15.67 0 0 0 0 G Low E 32 0.320 w 21.76 11.30 0 0 0 0 C R60 Attic 0.018 -1.22 0.83 0 0 0 0 F 21A-32t 0.020 -1.36 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 0 0 12 a)Infiltration 0 0 b)Room ventilation 0 0 13 Internal gains:Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13)0 0 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 0 0 15 Duct loads -0%0%0 0 Total room load 0 0 Air required (cfm)0 0 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 10...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Upper System By:MGI Mechanical Services Berthoud, Co 1 Room name Upper System Bathroom 2 2 Exposed wall 120.0 ft 20.0 ft 3 Room height 9.0 ft 9.0 heat/coolft 4 Room dimensions ft82.6x1.0 5 Room area 716.9 f t²82.6 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 335 331 1305 167 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 4 0 96 50 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 205 193 762 98 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 12 0 250 406 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 335 285 1124 144 110 110 435 56 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 50 0 1092 917 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 205 169 666 85 70 64 251 32 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 36 0 783 1271 6 0 131 212 GG Low E 32Low E 32 0.3200.320 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 717 717 878 594 83 83 101 68 FF 21A-32t21A-32t 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion 153 70 Envelope loss/gain 6956 3884 918 438 12 a)Infiltration 1848 226 308 38 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 1900 500 Subtotal (lines 6 to 13)8804 6470 1226 976 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 8804 6470 1226 976 15 Duct loads 40%34%3499 2219 40%34%487 335 Total room load 12303 8689 1713 1310 Air required (cfm)Air required (cfm)585 535 81 81 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 11...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Upper System By:MGI Mechanical Services Berthoud, Co 1 Room name Bathroom 3 Bedroom 2 2 Exposed wall 19.5 ft 36.3 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft83.1x1.0 ft197.4x1.0 5 Room area 83.1 f t²197.4 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 0 0 0 0 119 119 470 60 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 81 77 302 39 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 5 0 98 159 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 95 95 373 48 72 32 125 16 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 0 0 0 0 40 0 875 735 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 0 0 0 0 135 105 414 53 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 0 0 0 0 30 0 653 1059 GG Low E 32Low E 32 0.3200.320 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 83 83 102 69 197 197 242 163 FF 21A-32t21A-32t 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -13 185 Envelope loss/gain 874 301 2779 2272 12 a)Infiltration 300 37 558 68 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 1 230 Appliances/other 500 0 Subtotal (lines 6 to 13)1174 838 3337 2570 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 1174 838 3337 2570 15 Duct loads 40%34%467 287 40%34%1326 881 Total room load 1641 1126 4663 3452 Air required (cfm)Air required (cfm)78 69 222 213 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Jun-01 06:10:08Right-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 12...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Right-J® W or ksheet May 24, 2022Date:Upper System By:MGI Mechanical Services Berthoud, Co 1 Room name Bedroom 3 Upper Hall 2 Exposed wall 35.3 ft 9.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft178.3x1.0 ft175.6x1.0 5 Room area 178.3 f t²175.6 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 .WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 nn 3.943.94 0.500.50 135 131 515 66 81 81 319 41 .GG Low E 32Low E 32 0.3200.320 nn 21.7621.76 11.3011.30 4 0 96 50 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 1 1 GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nn 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ee 3.943.94 0.500.50 124 117 460 59 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 21.7621.76 35.3135.31 7 0 152 247 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ee 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ss 3.943.94 0.500.50 59 49 191 24 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ss 21.7621.76 18.2718.27 10 0 218 183 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 ss 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW Crawlspace Wall R19 0.052Crawlspace Wall R19 0.052 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 WW R23 Wall with R3 con 0.058R23 Wall with R3 con 0.058 ww 3.943.94 0.500.50 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 21.7621.76 35.3135.31 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 ww 0.000.00 0.000.00 0 0 0 0 0 0 0 0 CC R60 AtticR60 Attic 0.0180.018 --1.221.22 0.830.83 178 178 218 148 176 176 215 145 FF 21A-32t21A-32t 0.0200.020 --0.000.00 0.000.00 0 0 0 0 0 0 0 0 6 c) AED excursion -44 -46 Envelope loss/gain 1851 732 534 141 12 a)Infiltration 543 66 139 17 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 1 230 0 0 Appliances/other 0 900 Subtotal (lines 6 to 13)2393 1029 673 1058 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 0 0 14 Subtotal 2393 1029 673 1058 15 Duct loads 40%34%951 353 40%34%267 363 Total room load 3345 1381 940 1420 Air required (cfm)Air required (cfm)159 85 45 87 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:AED Assessment May 24, 2022Date:Entire House By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 47.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1600 Btuh (PFG - 1.3*AFG) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:AED Assessment May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000 10,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 54.6%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 1518 Btuh (PFG - 1.3*AFG) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:AED Assessment May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Estes Park 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 35.5%. Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 153 Btuh (PFG - 1.3*AFG) PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Duct system multi orientation report May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Group 1: ( N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: (SW) Group 7: ( W) Group 8: (NW) Duct Name (SE)(E)(NE)(N) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Crawlspace 710x4152 h710x4152 h710x4152 h710x4152 h Dining/ Entry 410x433 h410x433 h410x433 h410x433 h Kitchen 610x486 c610x4103 c610x494 c610x499 c Laundry 510x463 c510x462 h510x462 h510x464 c Living Room 712x4118 c712x4132 c712x4135 c712x498 c Living Room-A 712x4118 c712x4132 c712x4135 c712x498 c Master Bath 510x460 c410x445 h510x452 c610x486 c Master Bedroom 610x470 c510x468 c510x462 c510x466 c Master Bedroom-A 610x470 c510x468 c510x462 c510x466 c Powder 410x228 h410x228 h410x228 h410x228 h Supply Trunks st2A 14x8460 h14x8460 h14x8460 h14x8460 h st2 14x10650 c14x10650 c14x10650 c14x10650 c srs1 20x14650 c20x14650 c20x14650 c20x14650 c Return Branches rb7 714x6134 c714x6123 h714x6123 h714x6156 c rb9 715x6191 c715x6203 c715x6200 c715x6169 c rb8 715x6121 c815x6135 c815x6138 c715x6119 h rb1 715x6114 h715x6122 c715x6115 c715x6129 c rb5 715x6126 h715x6126 h715x6126 h715x6126 h Return Trunks rt3A 14x8446 c14x8452 c14x8456 c14x8428 c rt3 18x8650 c18x8650 c18x8650 c18x8650 c rrs1 25x12650 c25x12650 c25x12650 c25x12650 c rt2 18x8650 c18x8650 c18x8650 c18x8650 c Friction Rates Heating FR 0.0680.0680.0680.068 Cooling FR 0.0620.0620.0620.062 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Duct Name (NW)(W)(SW)(S) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Crawlspace 710x4152 h710x4152 h710x4152 h710x4152 h Dining/ Entry 410x433 h410x435 c410x433 h410x433 h Kitchen 610x472 c510x468 c610x469 c610x486 c Laundry 510x462 h510x462 h510x462 h610x479 c Living Room 712x4139 c712x4139 c712x4129 c712x4102 c Living Room-A 712x4139 c712x4139 c712x4129 c712x4102 c Master Bath 510x454 c410x445 h510x455 c610x491 c Master Bedroom 610x472 c610x483 c610x479 c510x464 c Master Bedroom-A 610x472 c610x483 c610x479 c510x464 c Powder 410x228 h410x228 h410x228 h410x228 h Supply Trunks st2A 14x8469 c16x8494 c14x8464 c14x8460 h st2 14x10650 c14x10650 c14x10650 c14x10650 c srs1 20x14650 c20x14650 c20x14650 c20x14650 c Return Branches rb7 714x6129 c714x6127 c714x6137 c814x6159 c rb9 715x6214 c715x6225 c715x6211 c715x6170 c rb8 815x6142 c815x6142 c815x6132 c715x6119 h rb1 715x6114 h715x6114 h715x6114 h715x6114 h rb5 715x6126 h715x6126 h715x6126 h715x6126 h Return Trunks rt3A 16x8485 c16x8494 c14x8481 c14x8435 c rt3 18x8650 c18x8650 c18x8650 c18x8650 c rrs1 25x12650 c25x12650 c25x12650 c25x12650 c rt2 18x8650 c18x8650 c18x8650 c18x8650 c Friction Rates Heating FR 0.0680.0680.0680.068 Cooling FR 0.0620.0620.0620.062 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Duct Name SmalestLargest Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Crawlspace 710x4152 h710x4152 h Dining/ Entry 410x433 h410x435 c Kitchen 510x468 c610x4103 c Laundry 510x462 h610x479 c Living Room 712x498 c712x4139 c Living Room-A 712x498 c712x4139 c Master Bath 410x445 h610x491 c Master Bedroom 510x462 c610x483 c Master Bedroom-A 510x462 c610x483 c Powder 410x228 h410x228 h Supply Trunks st2A 14x8460 h16x8494 c st2 14x10650 c14x10650 c srs1 20x14650 c20x14650 c Return Branches rb7 714x6123 h814x6159 c rb9 715x6169 c715x6225 c rb8 715x6119 h815x6142 c rb1 715x6114 h715x6129 c rb5 715x6126 h715x6126 h Return Trunks rt3A 14x8428 c16x8494 c rt3 18x8650 c18x8650 c rrs1 25x12650 c25x12650 c rt2 18x8650 c18x8650 c Friction Rates Heating FR 0.0680.068 Cooling FR 0.0620.062 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 4 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM - register design cfm is larger than 150 CFM Friction Rate - friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 5 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Duct system multi orientation report May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Group 1: ( N) Group 2: (NE, E, SE, S, SW, W, NW) Duct Name (SE)(E)(NE)(N) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 610x681 h610x681 h610x681 h610x681 h Bathroom 3 610x678 h610x678 h610x678 h610x681 c Bedroom 2 710x6121 c710x6117 c710x6111 h710x6111 h Bedroom 2-A 710x6121 c710x6117 c710x6111 h710x6111 h Bedroom 3 610x680 h610x680 h610x680 h610x680 h Bedroom 3-A 610x680 h610x680 h610x680 h610x680 h Upper Hall 610x679 c610x684 c610x689 c710x695 c Supply Trunks st1 20x16585 h20x16585 h20x16585 h20x16585 h Return Branches rb2 1014x14308 c1014x14303 h1014x14303 h1014x14303 h rb4 812x12140 c812x12146 c812x12161 c812x12176 c rb3 912x12159 h912x12159 h912x12159 h912x12159 h Return Trunks rt1 20x16585 h20x16585 h20x16585 h20x16585 h Friction Rates Heating FR 0.0930.0930.0930.093 Cooling FR 0.1110.1110.1110.111 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 6 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Duct Name (NW)(W)(SW)(S) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 610x681 h610x681 h610x681 h610x681 h Bathroom 3 610x678 h610x678 h610x678 h610x678 h Bedroom 2 710x6111 h710x6111 h710x6111 h710x6111 h Bedroom 2-A 710x6111 h710x6111 h710x6111 h710x6111 h Bedroom 3 610x680 h610x680 h610x680 h610x680 h Bedroom 3-A 610x680 h610x680 h610x680 h610x680 h Upper Hall 610x690 c610x692 c610x687 c610x687 c Supply Trunks st1 20x16585 h20x16585 h20x16585 h20x16585 h Return Branches rb2 1014x14303 h1014x14303 h1014x14303 h1014x14303 h rb4 812x12160 c812x12154 c812x12151 c812x12157 c rb3 912x12159 h912x12159 h912x12159 h912x12159 h Return Trunks rt1 20x16585 h20x16585 h20x16585 h20x16585 h Friction Rates Heating FR 0.0930.0930.0930.093 Cooling FR 0.1110.1110.1110.111 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 7 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Duct Name SmalestLargest Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 610x681 h610x681 h Bathroom 3 610x678 h610x681 c Bedroom 2 710x6111 h710x6121 c Bedroom 2-A 710x6111 h710x6121 c Bedroom 3 610x680 h610x680 h Bedroom 3-A 610x680 h610x680 h Upper Hall 610x679 c710x695 c Supply Trunks st1 20x16585 h20x16585 h Return Branches rb2 1014x14303 h1014x14308 c rb4 812x12140 c812x12176 c rb3 912x12159 h912x12159 h Return Trunks rt1 20x16585 h20x16585 h Friction Rates Heating FR 0.0930.093 Cooling FR 0.1110.111 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:10 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 8 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM - register design cfm is larger than 150 CFM Friction Rate - friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:11 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Static Pressure and Friction Rate May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.700.70External static pressure Pressure losses 0.200.17Coil 00Heat exchanger 0.030.03Supply diffusers 0.030.03Return grilles 0.100.10Filter 00Humidifier 00Balancing damper 00Other device 0.340.37Available static pressure Total Effective Length ReturnSupply (ft)(ft) 515Measured length of run-out 2332Measured length of trunk 275195Equivalent length of fittings 303242Total length 545Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) OK0.062OK0.068Supply Ducts OK0.062OK0.068Return Ducts Fitting Equivalent Length Details 4G=80, 8A7=30, 2J2=65, 12O1=10, 1D=10: TotalEL=195Supply 6M=20, 6C6=115, 6CB=25, 6CA=10, 12F1=20, 6CA=10, 6CA=10, 8E=10, 8E=10, 5I1=45: TotalEL=275Return PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND 2022-Jun-01 06:10:11 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Static Pressure and Friction Rate May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.700.60External static pressure Pressure losses 0.120.09Coil 00Heat exchanger 0.030.03Supply diffusers 0.030.03Return grilles 0.100.10Filter 00Humidifier 00Balancing damper 00Other device 0.420.35Available static pressure Total Effective Length ReturnSupply (ft)(ft) 426Measured length of run-out 21Measured length of trunk 190155Equivalent length of fittings 196182Total length 378Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) OK0.111OK0.093Supply Ducts OK0.111OK0.093Return Ducts Fitting Equivalent Length Details 4X=35, 2A5=80, 11G=5, 1C=35: TotalEL=155Supply 6M=20, 6A6=75, 11G=5, 6AB=25, 5A=40, 6AB=25: TotalEL=190Return PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:11 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Duct System Summary May 24, 2022Date:Main System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO CoolingHeating External static pressure in H2O0.70in H2O0.70 Pressure losses in H2O0.36in H2O0.33 Available static pressure in H2O0.34in H2O0.37 Supply / return available pressure 0.164 / 0.206 in H2O in H2O0.151 / 0.189 Lowest friction rate in/100ft0.062in/100ft0.068 Actual air flow cfm650cfm650 Total effective length (TEL)ft545 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk st2A20.035.5ShMt0x07.00.296201525817hCrawlspace st2A170.037.0ShMt0x04.00.07922331273hDining/ Entry st2140.025.0ShMt0x06.00.09286561722cKitchen st2190.020.5ShMt0x06.00.07279621572cLaundry st2A150.047.0ShMt0x07.00.077102892041cLiving Room st2A150.044.8ShMt0x07.00.078102892041cLiving Room-A st2150.028.3ShMt0x06.00.08591451817cMaster Bath st2A195.047.0ShMt0x05.00.06264481284cMaster Bedroom st2A175.046.0ShMt0x05.00.06864481284cMaster Bedroom-A st2155.06.3ShMt0x04.00.10220281062hPowder Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st2A Peak AVF 460 375 0.068 591 11.1 14x8 ShtMetl st2 st2 Peak AVF 650 650 0.062 669 12.9 14x10 ShtMetl srs1 srs1 Peak AVF 650 650 0.062 334 5.2 20x14 ShtMetl PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:11 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk rb7 0x 1230 159 207.3 0.091 456 8.0 x0 0 ShMt rt3A rb9 0x 1670 170 269.0 0.070 637 7.0 x0 0 ShMt rt3A rb8 0x 1190 106 302.8 0.068 446 7.0 x0 0 ShMt rt3A rb1 0x 1140 110 121.5 0.156 426 7.0 x0 0 ShMt rt3 rb5 0x 1260 105 132.8 0.155 472 7.0 x0 0 ShMt rt3 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt3A Peak AVF 410 435 0.062 560 11.1 14x8 ShtMetl rt3 rt3 Peak AVF 650 650 0.062 650 12.9 18x8 ShtMetl rrs1 rrs1 Peak AVF 650 650 0.062 312 6.6 25x12 ShtMetl rt2 rt2 Peak AVF 650 650 0.062 650 12.9 18x8 ShtMetl PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:11 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Job:Duct System Summary May 24, 2022Date:Upper System By: MGI Mechanical Services Berthoud, Co Project Information Wines Residence, Kinley BuiltFor: 2738 Ypsilon, Estes Park, CO CoolingHeating External static pressure in H2O0.70in H2O0.60 Pressure losses in H2O0.28in H2O0.25 Available static pressure in H2O0.42in H2O0.35 Supply / return available pressure 0.169 / 0.181 in H2O in H2O0.202 / 0.218 Lowest friction rate in/100ft0.111in/100ft0.093 Actual air flow cfm535cfm585 Total effective length (TEL)ft378 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk st1125.015.3VlFx0x06.00.12081811713hBathroom 2 st1135.017.7VlFx0x06.00.11069781641hBathroom 3 st1120.021.5VlFx0x07.00.1191061112332hBedroom 2 st1155.018.3VlFx0x07.00.0971061112332hBedroom 2-A st1150.019.4VlFx0x06.00.10043801672hBedroom 3 st1155.027.0VlFx0x06.00.09343801672hBedroom 3-A st1135.09.8VlFx0x06.00.14087451420cUpper Hall Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st1 Peak AVF 585 535 0.093 263 4.3 20x16 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk rb2 0x 3030 293 128.3 0.141 556 10.0 x0 0 VlFx rt1 rb4 0x 1230 157 171.1 0.127 449 8.0 x0 0 VlFx rt1 rb3 0x 1590 85 195.8 0.093 360 9.0 x0 0 VlFx rt1 PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND Bold/italic values have been manually overridden 2022-Jun-01 06:10:11 Rig ht-Su ite® U niv er sal 20 22 22 .0.03 RSU6 3635 Page 4 ...\Load Calculations\Kinley Built\Wines\Wines.rup Calc = MJ8 Front Door faces: N Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt1 Peak AVF 585 535 0.093 263 6.8 20x16 ShtMetl PERMIT #22-EP-00232 -- Field Copy REVIEWED BY SAFEBUILT - PBLAND