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HomeMy WebLinkAboutPLANS Addition 2421 Arapaho Rd 2021-09-10Reviewed by SAFEbuilt 09/10/2021 This structure must comply with the requirements of the 2020 National Electrical Code APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 09/10/2021 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION Rim joist shall have an air barrier on the interior between each joist. All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. 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 Reviewed by SAFEbuilt 09/10/2021 7/8/21 Reviewed by SAFEbuilt 09/10/2021 7/8/21 Reviewed by SAFEbuilt 09/10/2021 7/8/21 PROVIDE ENGINEERED TRUSS LAYOUT AND PRODUCT SPECS ON SITE FOR THE INSPECTOR Reviewed by SAFEbuilt 09/10/2021 Reviewed by SAFEbuilt 09/10/2021 DESIGN LOADS CODE: 2015 IRC W/ToEP LOCAL AMENDMENTS ELEV - 8020 FEET GROUND SNOW LOAD: 70 PSF @ 8000 FT, 100 PSF @ 9000 FT INTERPOLATED GROUND SNOW LOAD: 71 PSF ROOFS: ROOF DEAD LOAD: 15 PSF SLOPED ROOF SNOW LOAD Pg: 56 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR 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 7/8/21 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. Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:31 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Load Short Form Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Information InfiltrationClgHtg SimplifiedMethod916Outside db (°F) AverageConstruction quality7570Inside db (°F) 0Fireplaces1665Design TD (°F) H-Daily range 5030Inside humidity (%) -3032Moisture difference (gr/lb) HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 80 AFUE Efficiency 0 SEER Heating input Btuh0 Sensible cooling Btuh0 Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0 Actual air flow cfm193 Actual air flow cfm193 Air flow factor cfm/Btuh0.025 Air flow factor cfm/Btuh0.055 Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft²)(Btuh)(Btuh)(cfm)(cfm) Bedroom 216 5256 2648 130 145 Bathroom 96 2557 890 63 49 Hall 16 0 0 0 0 Closet 16 0 0 0 0 Shelves 4 0 0 0 0 Entire House 348 7813 3539 193 193 Other equip loads 0 0 Equip. @ 0.96 RSM 3393 Latent cooling 0 TOTALS 348 7813 3393 193 193 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:31 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Building Analysis Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor:7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing Doors Ceilings Floors Infiltration % of loadBtuhBtuh/ft²Component 38.129774.8Walls 19.3150736.8Glazing 6.852825.2Doors 9.27182.1Ceilings 10.38082.32.3Floors 16.312742.5Infiltration 00Ducts 00Piping 00Humidification 00Ventilation0Adjustments 100.07813Total Cooling W alls Glazing Doors Ceilings Infiltration % of loadBtuhBtuh/ft²Component 8.32940.5Walls 66.9236757.7Glazing 5.41919.1Doors 14.75221.5Ceilings 000Floors 4.71650.3Infiltration 00Ducts 00Ventilation 00Internal gains 00Blower 0Adjustments 100.03539Total Latent Cooling Load = 0 Btuh Overall U-value = 0.068 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Component Constructions Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B-10sfc-2: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk 9274.9610.00.061187n 920.49 430.504324.9610.00.06187e 990.509754.9810.00.061196s 360.473734.9110.00.06176w 2700.4927074.9610.00.061546all 15E11-8w-2: Bg wall, light dry soil, r-11 core, plywood, wood framing wall, r-10 ins, 4" thk 120.331353.7519.00.06236n 120.331353.7519.00.06236s 240.332703.7519.00.06272all Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft head ht 55761.833136.800.5709e 38832.444136.800.57012s 123761.873536.800.57020w 218253.2150736.800.57041all Doors 11D0: Door, wd sc type 1919.1152825.200.39021n Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 5221.507182.0630.00.032348 Floors 21B-28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins 03020.973.00.015312 0 22C-5tpl: Bg floor, light dry soil, prm int ins cov, on grade depth, r-3 ins 0050663.25.00.9808 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 2 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Component Constructions Sep 03, 2021Date:Bedroom By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B-10sfc-2: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk 6074.9410.00.061123n 600.48 660.506564.9710.00.061132s 360.473734.9110.00.06176w 1610.4916364.9410.00.061331all Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft head ht 38832.444136.800.57012s 123761.873536.800.57020w 162550.8117636.800.57032all Doors 11D0: Door, wd sc type 1919.1152825.200.39021n Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 3241.504462.0630.00.032216 Floors 21B-28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins 02090.973.00.015216 0 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 3 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Component Constructions Sep 03, 2021Date:Bathroom By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B-10sfc-2: Bg wall, light dry soil, concrete wall, r-10 ins, 8" thk 3205.0010.00.06164n 330.51 430.504324.9610.00.06187e 330.513205.0010.00.06164s 1090.5110724.9810.00.061215all Partitions (none) Windows 1D-c2ow: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" thk; 6.67 ft head ht 55761.833136.800.5709e Doors (none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 1441.501982.0630.00.03296 Floors 21B-28t: Bg floor, light dry soil, prm int ins cov, 6.5' depth, r-3 ins 0930.973.00.01596 0 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 4 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Component Constructions Sep 03, 2021Date:Hall By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15E11-8w-2: Bg wall, light dry soil, r-11 core, plywood, wood framing wall, r-10 ins, 4" thk 120.331353.7519.00.06236n Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 241.50332.0630.00.03216 Floors 22C-5tpl: Bg floor, light dry soil, prm int ins cov, on grade depth, r-3 ins 0025363.25.00.9804 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 5 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Component Constructions Sep 03, 2021Date:Closet By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15E11-8w-2: Bg wall, light dry soil, r-11 core, plywood, wood framing wall, r-10 ins, 4" thk 60.33673.7519.00.06218s Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 241.50332.0630.00.03216 Floors 22C-5tpl: Bg floor, light dry soil, prm int ins cov, on grade depth, r-3 ins 0012663.25.00.9802 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 6 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Component Constructions Sep 03, 2021Date:Shelves By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) SimplifiedMethod)H(28-Daily range (°F) AverageConstruction quality61-Wet bulb (°F) 0Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15E11-8w-2: Bg wall, light dry soil, r-11 core, plywood, wood framing wall, r-10 ins, 4" thk 60.33673.7519.00.06218s Partitions (none) Windows (none) Doors (none) Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-20 roof ins, r-30 ceil ins 61.5082.0630.00.0324 Floors 22C-5tpl: Bg floor, light dry soil, prm int ins cov, on grade depth, r-3 ins 0012663.25.00.9802 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Project Summary Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor:2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290Email: remmerdeconstruction@gmail.com Notes: Design Information Fort Collins Loveland Muni, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F6 Outside db °F91Inside db °F70 Inside db °F75 Design TD °F65 Design TD °F16Daily range H Relative humidity %50Moisture difference gr/lb-30 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh7813 Structure Btuh3539 Ducts Btuh0 Ducts Btuh0Central vent (0 cfm)Btuh0 Central vent (0 cfm)Btuh0 (none)(none)Humidification Btuh0 Blower Btuh0 Piping Btuh0Equipment load Btuh7813 Use manufacturer's data n Rate/swing multiplier 0.96InfiltrationEquipment sensible load Btuh3393 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average0Fireplaces Structure Btuh-194 Ducts Btuh0Central vent (0 cfm)Btuh0 CoolingHeating (none)348348Area (ft²)Equipment latent load Btuh0 21242124Volume (ft³)Air changes/hour 0.320.61 Equipment Total Load (Sen+Lat)Btuh3393 Equiv. AVF (cfm)1122 Req. total capacity at 0.70 SHR ton0.4 Heating Equipment Summary Cooling Equipment Summary Make MakeTradeTrade Model CondAHRI ref Coil AHRI refEfficiency80 AFUE Efficiency 0 SEER Heating input Btuh0 Sensible cooling Btuh0Heating output Btuh0 Latent cooling Btuh0 Temperature rise °F0 Total cooling Btuh0Actual air flow cfm193 Actual air flow cfm193 Air flow factor cfm/Btuh0.025 Air flow factor cfm/Btuh0.055Static pressure in H2O0 Static pressure in H2O0 Space thermostat Load sensible heat ratio 1.00 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:32 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:AED Assessment Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) )H(28-Daily range (°F) 61-Wet bulb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Hour of Day 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 3,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 38.9%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 186 Btuh (PFG - 1.3*AFG) Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:32Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Right-J® Worksheet Sep 03, 2021Date:Entire House By:N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com 1 Room name Entire House Bedroom 2 Exposed wall 84.0 ft 48.0 ft 3 Room height 8.1 ft 8.0 heat/coolft 4 Room dimensions ft12.0x18.0 5 Room area 348.0 ft²216.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B-10sfc-215B-10sfc-2 0.0830.083 nn 4.964.96 0.490.49 208 187 927 92 144 123 607 60 .DD 11D011D0 0.3900.390 nn 25.1525.15 9.119.11 21 21 528 191 21 21 528 191 .WW 15E11-8w-215E11-8w-2 0.0620.062 nn 3.753.75 0.330.33 36 36 135 12 0 0 0 0 .WW 15B-10sfc-215B-10sfc-2 0.0830.083 ee 4.964.96 0.500.50 96 87 432 43 0 0 0 0 11 GG 1D-c2ow1D-c2ow 0.5700.570 ee 36.7636.76 61.8461.84 9 0 331 557 0 0 0 0 WW 15B-10sfc-215B-10sfc-2 0.0830.083 ss 4.984.98 0.500.50 208 196 975 99 144 132 656 66 GG 1D-c2ow1D-c2ow 0.5700.570 ss 36.7636.76 32.3632.36 12 0 441 388 12 0 441 388 WW 15E11-8w-215E11-8w-2 0.0620.062 ss 3.753.75 0.330.33 36 36 135 12 0 0 0 0 WW 15B-10sfc-215B-10sfc-2 0.0830.083 ww 4.914.91 0.470.47 96 76 373 36 96 76 373 36 GG 1D-c2ow1D-c2ow 0.5700.570 ww 36.7636.76 61.8461.84 20 0 735 1237 20 0 735 1237 CC 16B-30ad16B-30ad 0.0320.032 --2.062.06 1.501.50 348 348 718 522 216 216 446 324 FF 21B-28t21B-28t 0.0150.015 --0.970.97 0.000.00 312 312 302 0 216 216 209 0 FF 22C-5tpl22C-5tpl 0.9800.980 --63.2163.21 0.000.00 36 8 506 0 0 0 0 0 6 c) AED excursion 186 207 Envelope loss/gain 6539 3374 3995 2508 12 a)Infiltration 1274 165 717 93 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)7813 3539 4712 2601 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 544 47 14 Subtotal 7813 3539 5256 2648 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 7813 3539 5256 2648 Air required (cfm)Air required (cfm)193 193 130 145 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:32Right-Suite® Universal 2021 21.0.07 RSU64989 Page 2...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Right-J® Worksheet Sep 03, 2021Date:Entire House By:N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com 1 Room name Bathroom Hall 2 Exposed wall 28.0 ft 4.0 ft 3 Room height 8.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft12.0x8.0 ft4.0x4.0 5 Room area 96.0 ft²16.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B-10sfc-215B-10sfc-2 0.0830.083 nn 4.964.96 0.490.49 64 64 320 33 0 0 0 0 .DD 11D011D0 0.3900.390 nn 25.1525.15 9.119.11 0 0 0 0 0 0 0 0 .WW 15E11-8w-215E11-8w-2 0.0620.062 nn 3.753.75 0.330.33 0 0 0 0 36 36 135 12 .WW 15B-10sfc-215B-10sfc-2 0.0830.083 ee 4.964.96 0.500.50 96 87 432 43 0 0 0 0 11 GG 1D-c2ow1D-c2ow 0.5700.570 ee 36.7636.76 61.8461.84 9 0 331 557 0 0 0 0 WW 15B-10sfc-215B-10sfc-2 0.0830.083 ss 4.984.98 0.500.50 64 64 320 33 0 0 0 0 GG 1D-c2ow1D-c2ow 0.5700.570 ss 36.7636.76 32.3632.36 0 0 0 0 0 0 0 0 WW 15E11-8w-215E11-8w-2 0.0620.062 ss 3.753.75 0.330.33 0 0 0 0 0 0 0 0 WW 15B-10sfc-215B-10sfc-2 0.0830.083 ww 4.914.91 0.470.47 0 0 0 0 0 0 0 0 GG 1D-c2ow1D-c2ow 0.5700.570 ww 36.7636.76 61.8461.84 0 0 0 0 0 0 0 0 CC 16B-30ad16B-30ad 0.0320.032 --2.062.06 1.501.50 96 96 198 144 16 16 33 24 FF 21B-28t21B-28t 0.0150.015 --0.970.97 0.000.00 96 96 93 0 0 0 0 0 FF 22C-5tpl22C-5tpl 0.9800.980 --63.2163.21 0.000.00 0 0 0 0 16 4 253 0 6 c) AED excursion -12 -4 Envelope loss/gain 1693 797 421 31 12 a)Infiltration 418 54 70 9 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)2112 851 490 40 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 446 39 -490 -40 14 Subtotal 2557 890 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 2557 890 0 0 Air required (cfm)Air required (cfm)63 49 0 0 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:32Right-Suite® Universal 2021 21.0.07 RSU64989 Page 3...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Right-J® Worksheet Sep 03, 2021Date:Entire House By:N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com 1 Room name Closet Shelves 2 Exposed wall 2.0 ft 2.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft8.0x2.0 ft2.0x2.0 5 Room area 16.0 ft²4.0 ft² Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B-10sfc-215B-10sfc-2 0.0830.083 nn 4.964.96 0.490.49 0 0 0 0 0 0 0 0 .DD 11D011D0 0.3900.390 nn 25.1525.15 9.119.11 0 0 0 0 0 0 0 0 .WW 15E11-8w-215E11-8w-2 0.0620.062 nn 3.753.75 0.330.33 0 0 0 0 0 0 0 0 .WW 15B-10sfc-215B-10sfc-2 0.0830.083 ee 4.964.96 0.500.50 0 0 0 0 0 0 0 0 11 GG 1D-c2ow1D-c2ow 0.5700.570 ee 36.7636.76 61.8461.84 0 0 0 0 0 0 0 0 WW 15B-10sfc-215B-10sfc-2 0.0830.083 ss 4.984.98 0.500.50 0 0 0 0 0 0 0 0 GG 1D-c2ow1D-c2ow 0.5700.570 ss 36.7636.76 32.3632.36 0 0 0 0 0 0 0 0 WW 15E11-8w-215E11-8w-2 0.0620.062 ss 3.753.75 0.330.33 18 18 67 6 18 18 67 6 WW 15B-10sfc-215B-10sfc-2 0.0830.083 ww 4.914.91 0.470.47 0 0 0 0 0 0 0 0 GG 1D-c2ow1D-c2ow 0.5700.570 ww 36.7636.76 61.8461.84 0 0 0 0 0 0 0 0 CC 16B-30ad16B-30ad 0.0320.032 --2.062.06 1.501.50 16 16 33 24 4 4 8 6 FF 21B-28t21B-28t 0.0150.015 --0.970.97 0.000.00 0 0 0 0 0 0 0 0 FF 22C-5tpl22C-5tpl 0.9800.980 --63.2163.21 0.000.00 16 2 126 0 4 2 126 0 6 c) AED excursion -3 -2 Envelope loss/gain 227 26 202 10 12 a)Infiltration 35 5 35 5 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)262 31 237 15 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -262 -31 -237 -15 14 Subtotal 0 0 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 0 0 Air required (cfm)Air required (cfm)0 0 0 0 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:33Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Right-J8® Form J1 Sep 03, 2021Date:Entire House By:N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com 1 Name of Room Entire House Bedroom 2 Running Feet of Exposed Wall 84.0 ft 48.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqFt)8.1 ft²1138.4ft 8.0 ft²465.4ft 4 Room Dimensions (Ft) and Floor Plan Area (SqFt)ft²348.0 18.0 x 12.0 ft ft²216.0 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqFt)0 ft²348.0°0 ft²216.0° Type of Exposure Const., Number Type of Exposure Const., Number Panel Faces HTMPanel Faces HTM Area or Length BtuhArea or Length Btuh Area or Length BtuhArea or Length Btuh Htg.Htg.Clg.Clg.HeatingHeating S-ClgS-Clg L-ClgL-Clg HeatingHeating S-ClgS-Clg L-ClgL-Clg 6 WallWall 15B-10sfc-215B-10sfc-2 nn 4.964.96 0.490.49 208 927 92 144 607 60 .DoorDoor 11D011D0 nn 25.1525.15 9.119.11 21 528 191 21 528 191 .WallWall 15E11-8w-215E11-8w-2 nn 3.753.75 0.330.33 36 135 12 0 0 0 .WallWall 15B-10sfc-215B-10sfc-2 ee 4.964.96 0.500.50 96 432 43 0 0 0 11 GlazGlaz 1D-c2ow1D-c2ow ee 36.7636.76 61.8461.84 9 331 557 0 0 0 WallWall 15B-10sfc-215B-10sfc-2 ss 4.984.98 0.500.50 208 975 99 144 656 66 GlazGlaz 1D-c2ow1D-c2ow ss 36.7636.76 32.3632.36 12 441 388 12 441 388 WallWall 15E11-8w-215E11-8w-2 ss 3.753.75 0.330.33 36 135 12 0 0 0 WallWall 15B-10sfc-215B-10sfc-2 ww 4.914.91 0.470.47 96 373 36 96 373 36 GlazGlaz 1D-c2ow1D-c2ow ww 36.7636.76 61.8461.84 20 735 1237 20 735 1237 CeilCeil 16B-30ad16B-30ad --2.062.06 1.501.50 348 718 522 216 446 324 FlorFlor 21B-28t21B-28t --0.970.97 0.000.00 312 302 0 216 209 0 FlorFlor 22C-5tpl22C-5tpl --63.2163.21 0.000.00 36 506 0 0 0 0 Infiltration Heating Load (Btuh)0.610.61 1274 717 Effect WAR WAR 12 Sensible Load (Btuh)ACH 1.00 165 0.56 93 0.320.32 Latent Load (Btuh)-194 Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12Sum lines 6 through 12 7813 3539 -194 5256 2648 Duct EHLF & ESGF 00 00 0 0 0 0 15 Loads ELG 0 0 Vent CfmVent Cfm16Ventilation Loads 00 E CfmE Cfm 00 0 0 0 17 Winter Humidification Load Gal/Day 00 0 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 186 207 21 Total Load Sum lines 13 through 19Sum lines 13 through 19 7813 3539 0 5256 2648 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:33Right-Suite® Universal 2021 21.0.07 RSU64989 Page 2...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Right-J8® Form J1 Sep 03, 2021Date:Entire House By:N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com 1 Name of Room Bathroom Hall 2 Running Feet of Exposed Wall 28.0 ft 4.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqFt)8.0 ft²305.4ft 9.0 ft²114.8ft 4 Room Dimensions (Ft) and Floor Plan Area (SqFt)8.0 x 12.0 ft ft²96.0 4.0 x 4.0 ft ft²16.0 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqFt)0 ft²96.0°0 ft²16.0° Type of Exposure Const., Number Type of Exposure Const., Number Panel Faces HTMPanel Faces HTM Area or Length BtuhArea or Length Btuh Area or Length BtuhArea or Length Btuh Htg.Htg.Clg.Clg.HeatingHeating S-ClgS-Clg L-ClgL-Clg HeatingHeating S-ClgS-Clg L-ClgL-Clg 6 WallWall 15B-10sfc-215B-10sfc-2 nn 4.964.96 0.490.49 64 320 33 0 0 0 .DoorDoor 11D011D0 nn 25.1525.15 9.119.11 0 0 0 0 0 0 .WallWall 15E11-8w-215E11-8w-2 nn 3.753.75 0.330.33 0 0 0 36 135 12 .WallWall 15B-10sfc-215B-10sfc-2 ee 4.964.96 0.500.50 96 432 43 0 0 0 11 GlazGlaz 1D-c2ow1D-c2ow ee 36.7636.76 61.8461.84 9 331 557 0 0 0 WallWall 15B-10sfc-215B-10sfc-2 ss 4.984.98 0.500.50 64 320 33 0 0 0 GlazGlaz 1D-c2ow1D-c2ow ss 36.7636.76 32.3632.36 0 0 0 0 0 0 WallWall 15E11-8w-215E11-8w-2 ss 3.753.75 0.330.33 0 0 0 0 0 0 WallWall 15B-10sfc-215B-10sfc-2 ww 4.914.91 0.470.47 0 0 0 0 0 0 GlazGlaz 1D-c2ow1D-c2ow ww 36.7636.76 61.8461.84 0 0 0 0 0 0 CeilCeil 16B-30ad16B-30ad --2.062.06 1.501.50 96 198 144 16 33 24 FlorFlor 21B-28t21B-28t --0.970.97 0.000.00 96 93 0 0 0 0 FlorFlor 22C-5tpl22C-5tpl --63.2163.21 0.000.00 0 0 0 16 253 0 Infiltration Heating Load (Btuh)0.610.61 418 70 Effect WAR WAR 12 Sensible Load (Btuh)ACH 0.33 54 0.05 9 0.320.32 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12Sum lines 6 through 12 2557 890 0 0 Duct EHLF & ESGF 00 00 0 0 0 0 15 Loads ELG 0 0 Vent CfmVent Cfm16Ventilation Loads 00 E CfmE Cfm 00 17 Winter Humidification Load Gal/Day 00 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -12 -4 21 Total Load Sum lines 13 through 19Sum lines 13 through 19 2557 890 0 0 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:33Right-Suite® Universal 2021 21.0.07 RSU64989 Page 3...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Right-J8® Form J1 Sep 03, 2021Date:Entire House By:N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com 1 Name of Room Closet Shelves 2 Running Feet of Exposed Wall 2.0 ft 2.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SqFt)9.0 ft²180.0ft 9.0 ft²72.0ft 4 Room Dimensions (Ft) and Floor Plan Area (SqFt)2.0 x 8.0 ft ft²16.0 2.0 x 2.0 ft ft²4.0 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SqFt)0 ft²16.0°0 ft²4.0° Type of Exposure Const., Number Type of Exposure Const., Number Panel Faces HTMPanel Faces HTM Area or Length BtuhArea or Length Btuh Area or Length BtuhArea or Length Btuh Htg.Htg.Clg.Clg.HeatingHeating S-ClgS-Clg L-ClgL-Clg HeatingHeating S-ClgS-Clg L-ClgL-Clg 6 WallWall 15B-10sfc-215B-10sfc-2 nn 4.964.96 0.490.49 0 0 0 0 0 0 .DoorDoor 11D011D0 nn 25.1525.15 9.119.11 0 0 0 0 0 0 .WallWall 15E11-8w-215E11-8w-2 nn 3.753.75 0.330.33 0 0 0 0 0 0 .WallWall 15B-10sfc-215B-10sfc-2 ee 4.964.96 0.500.50 0 0 0 0 0 0 11 GlazGlaz 1D-c2ow1D-c2ow ee 36.7636.76 61.8461.84 0 0 0 0 0 0 WallWall 15B-10sfc-215B-10sfc-2 ss 4.984.98 0.500.50 0 0 0 0 0 0 GlazGlaz 1D-c2ow1D-c2ow ss 36.7636.76 32.3632.36 0 0 0 0 0 0 WallWall 15E11-8w-215E11-8w-2 ss 3.753.75 0.330.33 18 67 6 18 67 6 WallWall 15B-10sfc-215B-10sfc-2 ww 4.914.91 0.470.47 0 0 0 0 0 0 GlazGlaz 1D-c2ow1D-c2ow ww 36.7636.76 61.8461.84 0 0 0 0 0 0 CeilCeil 16B-30ad16B-30ad --2.062.06 1.501.50 16 33 24 4 8 6 FlorFlor 21B-28t21B-28t --0.970.97 0.000.00 0 0 0 0 0 0 FlorFlor 22C-5tpl22C-5tpl --63.2163.21 0.000.00 16 126 0 4 126 0 Infiltration Heating Load (Btuh)0.610.61 35 35 Effect WAR WAR 12 Sensible Load (Btuh)ACH 0.03 5 0.03 5 0.320.32 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12Sum lines 6 through 12 0 0 0 0 Duct EHLF & ESGF 00 00 0 0 0 0 15 Loads ELG 0 0 Vent CfmVent Cfm16Ventilation Loads 00 E CfmE Cfm 00 17 Winter Humidification Load Gal/Day 00 18 Piping Load 19 Blower Heat 20 AED Excursion & Latent Moisture Migration Load -3 -2 21 Total Load Sum lines 13 through 19Sum lines 13 through 19 0 0 0 0 Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Loads for Multiple Orientations Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Design Conditions Location:CoolingHeatingIndoor: 7570Indoor temperature (°F)Fort Collins Loveland Muni, CO, US 1665Design TD (°F)ft5015Elevation: 5030Relative humidity (%)40°NLatitude: Outdoor:-30.232.3Moisture difference (gr/lb)CoolingHeating Infiltration:916Dry bulb (°F) )(H28-Daily range (°F) 61-Wet bulb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)3072 3028 2627 3144 3393 3347 2691 3003 Latent Load (Btuh)0 0 0 0 0 0 0 0 Total Load (Btuh)3072 3028 2627 3144 3393 3347 2691 3003 Heating AVF (cfm)175 173 150 179 193 191 153 171 Cooling AVF (cfm)175 173 150 179 193 191 153 171 Building Orientation Cooling Load Direction Front Door faces 0 1000 2000 3000 4000 N NE E SE S SW W NW Front Door faces SouthCurrent Orientation: Front Door faces SouthHighest Cooling Load: Reviewed by SAFEbuilt 09/10/2021 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:J1 Form - Worksheet A Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Supporting Detail Project Name:Sep 03, 2021Tyman Residence Manual JDS Date: Address:2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone:EP 770(970) 290-1290 Job ID: Worksheet A Location and Design Conditions Weather Location:Fort Collins Loveland Muni, CO, US 405015Latitude =Elevation = Indoor Conditions, Heating:70 °FDB =%50°F75%30 RH =DB =Indoor Conditions, Cooling:RH = Table 1 Conditions 99% DB =6 °F Hgr/lb-30°F91 Daily Range =Grains Difference =1% DB = Design Temperature Differences °F16°F65 CTD =HTD = Reviewed by SAFEbuilt 09/10/2021 Job #: EP 770 Performed for: Jason Remmerde 2421 Arapaho Rd., CO 80517 Estes Park, CO 80517 Phone: (970) 290-1290 remmerdeconstruction@gmail.com Everest Mechanical 1254 Sherman Drive Longmont, CO 80501 Phone: 9702147896 everestmechanical.com derekshepard@everestmechanical.com Scale: 1 : 48 Page 1 Right-Suite® Universal 2021 21.0.07 RSU64989 2021-Sep-03 16:23:23 ...e\Tyman Residence Manual JDS.rup N Sheet 1 Bedroom Bathroom Hall Closet Shelves 193 cfm 72 cfm 72 cfm 63 cfm Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Duct System Summary Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com CoolingHeating External static pressure in H2O0in H2O0 Pressure losses in H2O0in H2O0 Available static pressure in H2O0in H2O0 Supply / return available pressure 0.000 / 0.000 in H2O in H2O0.000 / 0.000 Lowest friction rate in/100ft0in/100ft0 Actual air flow cfm193cfm193 Total effective length (TEL)ft302 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 st1130.016.0ShMt0x0004963890hBathroom-A st1130.024.0ShMt0x00072651324cBedroom-A st1130.022.0ShMt0x00072651324cBedroom-B 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 193 193 0 0 0 0x0 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 rb14 0x 1930 193 148.0 0 0 0 x0 0 ShMt Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Duct system multi orientation report Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Group 1: ( N, 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-A 04x1056 h04x1049 h04x1059 h04x1063 h Bedroom-A 04x1063 c04x1060 c04x1070 c04x1072 c Bedroom-B 010x463 c010x460 c010x470 c010x472 c Supply Trunks st1 0173 c0150 c0179 c0193 c Return Branches rb14 012x12173 c012x12150 c012x12179 c012x12193 c Friction Rates Heating FR 0.0000.0000.0000.000 Cooling FR 0.0000.0000.0000.000 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 2 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Duct Name (NW )(W )(SW )(S) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom-A 04x1062 h04x1050 h04x1056 h04x1059 c Bedroom-A 04x1073 c04x1058 c04x1058 c04x1059 h Bedroom-B 010x473 c010x458 c010x458 c010x459 h Supply Trunks st1 0191 c0153 c0171 c0175 c Return Branches rb14 012x12191 c012x12153 c012x12171 c012x12175 c Friction Rates Heating FR 0.0000.0000.0000.000 Cooling FR 0.0000.0000.0000.000 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 3 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Duct Name SmalestLargest Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom-A 04x1049 h04x1063 h Bedroom-A 04x1058 c04x1073 c Bedroom-B 010x458 c010x473 c Supply Trunks st1 0150 c0193 c Return Branches rb14 012x12150 c012x12193 c Friction Rates Heating FR 0.0000.000 Cooling FR 0.0000.000 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 4 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S 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 Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S EP 770Job:Static Pressure and Friction Rate Sep 03, 2021Date:Entire House By: N/APlan:Everest Mechanical 1254 Sherman Drive, Longmont, CO 80501 Phone: 9702147896 Email: derekshepard@everestmechanical.com Web: everestmechanical.com Project Information Jason Remmerde, Remmerde ConstructionFor: 2421 Arapaho Rd., CO 80517, Estes Park, CO 80517 Phone: (970) 290-1290 Email: remmerdeconstruction@gmail.com Available Static Pressure CoolingHeating (in H2O)(in H2O) 00External static pressure Pressure losses 00Coil 00Heat exchanger 00Supply diffusers 00Return grilles 00Filter 00Humidifier 00Balancing damper 00Other device 00Available static pressure Total Effective Length ReturnSupply (ft)(ft) 138Measured length of run-out 016Measured length of trunk 135130Equivalent length of fittings 148154Total length 302Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) < 0.060< 0.060Supply Ducts < 0.060< 0.060Return Ducts Fitting Equivalent Length Details 4AD=60, 2A0=35, 1A=35: TotalEL=130Supply 6M=20, 10G=75, 5D=40: TotalEL=135Return Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 1 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S National HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 10) HVAC Designer Responsibilities: • Complete one National HVAC Design Report for each system design for a house plan, created for either the specific plan configuration (i.e., elevation, option, orientation, & county) of the home to be certified or for a plan that is intended to be built with different configurations (i.e., different elevations, options, and/or orientations). Visit www.energystar.gov/newhomeshvacdesign and see Footnote 2 for more information. • Obtain efficiency features (e.g., window performance, insulation levels, and infiltration rate) from the builder or Rater. ³ • Provide the completed National HVAC Design Report to the builder or credentialed HVAC contractor and to the Rater. 1. Design Overview 1.1 Designer name:Derek Shepard Sep 03, 2021Date:Everest MechanicalDesigner company: 1.2 Select which party you are providing these design services to:Credentialed HVAC contractororBuilder 1.3 Name of company you are providing these design services to (if different than Item 1.1):Remmerde Construction 1.4 Area that system serves:W hole-house OtherLower-levelUpper-level 1.5 Is cooling system for a temporary occupant load?NoYes 1.6 House plan:N/A Check box to indicate whether the system design is site-specific or part of a group: Site-specific design. Option(s) & elevation(s) modeled: Configuration modeled:total groups for this house plan.0out of0Group design. Group #: Designer 2. Whole-House Mechanical Ventilation Design Verified Airflow: 2.1 Ventilation airflow design rate & run-time meet the requirements of ASHRAE 62.2-2010, 2013 or 2016 -CFM02.2 Ventilation airflow rate required by 62.2 for a continuous system: -minutes0Cycle time:minutes0Run-time per cycle:CFM2.3 Design for this system: Vent. airflow rate: System Type & Controls: -BalancedExhaustSupply2.4 Specified system type: -(e.g., Master bath, utility room)2.5 Specified control location: 2.6 Specified controls allow the system to operate automatically, without occupant intervention. 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not obvious (e.g., a label is required for a standalone wall switch, but not for a switch that’s on the ventilation equipment). 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system, unless specified controls operate intermittently and automatically based on a timer and restrict intake when not in use (e.g., motorized damper) Sound:2.9 The fan of the specified system is rated ≤ 3 sones if intermittent and ≤ 1 sone if continuous, or exempted Efficiency: 2.10 If system utilizes the HVAC fan, then the specified fan type in Item 4.7 is ECM / ICM, or the specified controls will reduce the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system, then they are ENERGY STAR certified Air Inlet Location:(Complete this section if system has a specified air inlet location; otherwise check “N/A”)N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic, crawlspace, garage, or adjacent dwelling unit 2.13 Inlet is ≥ 2 ft. above grade or roof deck; ≥ 10 ft. of stretched-string distance from known contamination sources (e.g., stack, vent, exhaust, vehicles) not exiting the roof, and ≥ 3 ft. from known sources exiting the roof 3. Room-by-Room Heating & Cooling Loads 3.1 Room-by-room loads calculated using:Unabridged ACCA Manual J v8 2013 ASHRAE Fundamentals Other per AHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 75°F for cooling 3.3 Outdoor design temperatures used in loads: (See Footnote 13 and energystar.gov/hvacdesigntemps)- °F6Heating season:°F91Cooling season:Larimer, COCounty & State, or US Territory, selected: 3.4 Number of occupants used in loads:0 - 3.5 Conditioned floor area used in loads:348 -Sq. Ft. 3.6 W indow area used in loads:41 -Sq. Ft. 3.7 Predominant window SHGC used in loads:0.56 - 3.8 Infiltration rate used in loads:0.32Summer:-0.61Winter: 3.9 Mechanical ventilation rate used in loads:0 -CFM Loads At Design Conditions (kBtuh)NEN -NWWSWSSEE -3.02.73.33.43.12.63.03.13.10 Sensible heat gain (By orientation) -03.11 Latent heat gain (Not by orientation)Cooling -3.02.73.33.43.12.63.03.13.12 Total heat gain (By orientation) Variation is ≤ 6 kBtuhkBtuh0.83.13 Maximum – minimum total heat gain (Item 3.12) across orientations = Heating 3.14 Total heat loss (Not by orientation)7.8 -Reviewed by SAFEbuilt 09/10/2021 2021-Sep-03 16:21:33 Right-Suite® Universal 2021 21.0.07 RSU64989 Page 2 ...\Tyman Residence\Tyman Residence Manual JDS.rup Calc = MJ8 Front Door faces: S National HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 10) Designer 4. Heating & Cooling Equipment Selection Verified 4.1 Equipment selected per ACCA Manual S (see Footnote 21 & 22) Air Conditioner / Heat Pump (Complete if air conditioner or heat pump will be installed; otherwise check “N/A”)N/A 4.2 Equipment type:-Cooling & heating heat pumpCooling-only air conditioner or 4.3 Condenser manufacturer & model:- 4.4 Evaporator / fan coil manufacturer & model:- 4.5 AHRI reference #:- 4.6 AHRI listed efficiency:EER / SEER Air-source heat pump:Ground-source heat pump:-COPHSPF0/0 4.7 Evaporator fan type:PSC -Other:ECM / ICM 4.8 Compressor type:Single-speed -Variable-speedTwo-speed 4.9 Latent capacity at design conditions, from OEM expanded performance data:-kBtuh0 4.10 Sensible capacity at design conditions, from OEM expanded performance data:-kBtuh0 4.11 Total capacity at design conditions, from OEM expanded performance data:-kBtuh0 4.12 Air-source heat pump capacity:kBtuh0At 17°F:-N/AkBtuh0At 47°F: 4.13 Cooling sizing % = Total capacity (Item 4.11) divided by maximum total heat gain (Item 3.12):-%0 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4.15. Otherwise, check “N/A”:-N/A -%100=4.14.1 Load sensible heat ratio = Max. sensible heat gain (Item 3.10) / Max. total heat gain (Item 3.12) -2.5=4.14.2 HDD / CDD ratio (Visit energystar.gov/hvacdesigntemps to determine this value for the design location) 4.15 Check box of applicable cooling sizing limit from chart below:- Equipment Type (Per Item 4.2) &Compressor Type (Per Item 4.8) Climate Condition (Per Item 4.14)Single-Speed Variable-SpeedTwo-Speed For Cooling-Only Equipment or For Cooling Mode of Heat Pump in Recommended: 90 – 115%Recommended: 90 – 120%Recommended: 90 – 130% Condition A Climate Allowed: 90 – 160%Allowed: 90 – 140%Allowed: 90 – 130% For Cooling Mode of Heat Pump in 90% - 100%, plus 15 kBtuh 90% - 100%, plus 15 kBtuh 90% - 100%, plus 15 kBtuhCondition B Climate 4.16 Cooling sizing % (4.13) is within cooling sizing limit (4.15) Furnace (Complete if furnace will be installed; otherwise check “N/A”)N/A 4.17 Furnace manufacturer & model:- 4.18 Listed efficiency:-AFUE80 4.19 Total capacity:-kBtuh0 4.20 Heating sizing % = Total capacity (Item 4.19) divided by total heat loss (Item 3.14):-%0 4.21 Check box of applicable heating sizing limit from chart below:- When Used for Heating Only When Paired W ith Cooling Recommended: 100 – 140% Allowed: 100 – 400%100 - 140% 4.22 Heating sizing % (4.20) is within heating sizing limit (4.21) 5. Duct Design (Complete if heating or cooling equipment will be installed with ducts; otherwise check “N/A”)N/A 5.1 Duct system designed for the equipment selected in Section 4, per ACCA Manual D 5.2 Design HVAC fan airflow:-CFM193Heating modeCFM193Cooling mode 5.3 Design HVAC fan speed setting (e.g., low, medium, high):Heating mode MediumMediumCooling mode - 5.4 Design total external static pressure (corresponding to the mode with the higher airflow in Item 5.2):-IWC0 5.5 Room-by-room design airflows documented below (which must sum to the mode with the higher airflow in Item 5.2)- Room Name Design AirflowRoom NameDesign AirflowRoom NameDesign Airflow (CFM)(CFM)(CFM) 1 231249Bathroom 2 2413145Bedroom 3 25140Closet 4 26150Hall 5 27160Shelves 6 2817 7 2918 8 3019 9 3120 10 3221 11 193Total for all rooms22 Reviewed by SAFEbuilt 09/10/2021