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Home My WebLink AboutLA176871 18001 Gresford Ln Permit Pack18001CANNOT HOOK TO CITY SEWER/WATER RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: SSSSSSSSW06W06W06W06W06W06W06W06W06W06W06W06W07W07W07W07W07W07UPSDSDCO/SD10'6'8'9'-2 3/4"40'12'-6"5'-2"22'-4"2'38'22'-8 1/2"15'-3 1/2"2'63'25'-5 1/2"37'-6 1/2"11'-10 5/8"12'13'-7 7/8"7'65'15'5'-9 1/2"14'-4 1/2"22'-10"7'-2 1/4"7'-2 1/4"8'-1 1/4"7'-3 3/4"11'-2 3/4"8'-4"11'-2"7'16'15'-0 3/4"3'-10 1/2"4'-1"6'-5 1/2"4 1/2"22'-2"14'5'-5"14'-0 3/4"14'-1 1/2"(3) 9 1/2" LVL !"#$ %18" floor trusses @19.2" O.C.2x6 load bearing wallw/ 16" x 8" stripfootings2x6 load bearingwall w/ 16" x 8"strip footingsFire proof below stairs&’(’(2x8 Joists @16" O.C.(3) 2 x8 Beam6x6 Treated posts-12" footings belled to 16" @ base-Footings to a minimum depth of 4'0"WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW01 2030FX 1 2 2030FX 24 " 36 " FIXED GLASS-CTW02 3020AW 5 1 3020AW 36 " 24 " AWNINGW03 61060MU 1 1 61060 82 " 72 " MULLED UNITW04 10452MU 1 1 10452 124 " 62 " MULLED UNITW05 2040DH 1 1 2040DH 24 " 48 " DOUBLE HUNGW06 2646SC 4 0 2646SC 30 " 54 " SNGL CASEMENT-HRW07 2640SC 2 0 2640SC 30 " 48 " SNGL CASEMENT-HROrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Basement Floor Plan))))*++ + ))))))))))DATE:****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOPROJECT DESCRIPTION:SHEET TITLE:Sketch #1A-1Main Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.11/20/2019UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode01/21/2020dmathews DWW02W02W02W02W02W02W03W03W03W04W04W04W02W02W02W05W05W05W02W02W02W02W02W02SDSDCO/SD7'3'-11 1/4"16'2'4'7'2'7'-11 9/16"63'25'-5 1/2"37'-6 1/2"18'-7 1/4"9'6'5'-2"2'-7"2'-7"40'12'-6"5'-2"22'-4"11'-2"11'-2"6'-3"6'-3"2'22'-8 1/2"11'-8"11'-0 1/2"7'-7 3/4"15'-2 3/4"65'17'-7 3/4"6'-6"3'4'-3 1/4"6'-5 1/2"5'-6"2'-6"11'-10 3/4"6'-10 7/8"4'-11 7/8"1'-8 1/8"4'-9 3/8"4'-5 3/4"9'4'-2"2'-6"7'-3"10'3'-6"4'4'9'-6"12'25'5'-3"1'-8 1/2"8'-2 1/4"4'4'3'8',-&&&&&&+ ,#$&&&.//++0 1 (2) 11 7/8" LVLPortal frame this wall2$- 3(3 $4 4+ 5 *,-,-6 ,-,-,-(2) 9 1/2" LVL578%!(2) 9 1/2" LVL9 %00: ( &&&9$6$&*;8 +(3) 2x10 Beam*498+WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW01 2030FX 1 2 2030FX 24 " 36 " FIXED GLASS-CTW02 3020AW 5 1 3020AW 36 " 24 " AWNINGW03 61060MU 1 1 61060 82 " 72 " MULLED UNITW04 10452MU 1 1 10452 124 " 62 " MULLED UNITW05 2040DH 1 1 2040DH 24 " 48 " DOUBLE HUNGW06 2646SC 4 0 2646SC 30 " 54 " SNGL CASEMENT-HRW07 2640SC 2 0 2640SC 30 " 48 " SNGL CASEMENT-HROrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #1A-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOMain Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.11/20/20192-14 7/8”lvl2-9 1/2” lvlGirder?SmokeCOSmokeCOPFGPFG-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFAN Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: DATE:Elevations1/4"=1'0"9 in 12PROJECT DESCRIPTION:SHEET TITLE:Sketch #1A-3Window maximum U factor: .32Window fall protection is requied where the lowest part of the opening islocated more than 72" above finished floor. Operable sections ofwindows shall not permit openings that allow passage of a 4" diametersphere where such openings are located withing 36" of the finished floor.9 in 126 in 1211/20/2019Stone under window & to top of garage Siding percentages Front Gable. 96 sq ft (96 LP Shake)Front window 98 sq ft. (36 stone 62 lap)Front door. 24 sq ft. ( 24 lap)RT of door. 150 sq ft. (150 lap)Lft of door. 80 sq ft. (80 lap)Garage front. 184 sq ft. (184 stone)Dormer. 49 sq ft. ( 49 shake)3 pilllars. 30sq ft. (30 sq ft stone)Totals. 711 sq ftLP Shake 145 sq ft. 20%LP lap 430 sq ft. 45%Stone. 250 sq ft 35%Sides and Back LP lap 0 , +& 0< 2=. "0 * # 2+++ > 0:! ,!8!0< 6$4 6$ ?-(& "+ > 0& ,!8!% #++ 7+" , 1+ 5-@ A! + - %!!% "-$ # > % % 2+++ 5< ! @$ 1," 5< 8-+ 0<" % ?+ 2 8? /! "" /+- " + 7+ ,0 # 5 *; *$ , / , +%B: 7+7 4 - + &31!/ 1 8-0< *$4:3)))) " *3TT FILTERING MATERIAL FABRICWRAPPED AROUND DRAIN GRAVELR15 Rigid Foam Polystyrene with a 6 Mil Poly SlipExterior drain tile1/2" Plywood Sheathing flush with rigid foamCOARSE GRAVEL SURROUND FILLCOMPACTED SOIL#4 Rebar Every 2' From Footing Into Wall4" GRAVEL BASEDrain Tile to Sump Basket and Pump6 Mil Vapor and Radon BarrierVAPOR BARRIER8" X 20"CONCRETEFOOTINGREINFORCING STEEL AS REQUIREDSILL SEALER4" CONCRETE SLAB#6 Rebar Vertically Placed 27" O.C.Treated 2x6 Sill Plate, Connectw/ 1/2" Dia. Sill Plate Boltswithin 12" from each corner and4'0" O.C. throughoutTREATED 2x6 SILL PLATE8" Poured ConcreteWallOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE:Cross Section1/4"=1'0" DATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #1A-40311/20/2019 BWP Connection Perpendicular to Floor/Ceiling Framing BWP Connection Parallel to Floor/Ceiling Framing BWP Connection Options to Perpendicular Roof Trusses Top plates of exterior braced wall panels shall be attached to rafters or roof trusses above. Where required by this section, blocking between trusses shall be attached to top plates of braced wall panels and to trusses. Parallel trusses shall be permitted to replace the blocking required by this section. Blocking not required over openings in continuous sheathed braced wall lines. If the distance from the top of the braced wall panel to the top of the roof truss above is 9-1/4” or less, blocking between trusses shall not be required. These are minimum requirements by code, any designs shown on plans or called out by designers above and beyond these requirements trump anything on this informational page. Sketch #1 HVAC Load Calculations for 3507 W 50th St Prepared By: Leading Edge Heating & Air 807 Harvest Cir Sw Lonsdale, MN 55046 763-333-5772 Friday, October 11, 2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ferguson [ Plymouth MN ]Sketch #1 Plymouth, MN 55441 Page 2 Project Report General Project Information Project Title:Sketch #1 Project Date:Friday, October 11, 2019 Project Comment: Client Address:3507 W 50th St Company Name:Leading Edge Heating & Air Company Address:807 Harvest Cir Sw Company City:Lonsdale, MN 55046 Company Phone:763-333-5772 Design Data Reference City:Minneapolis/St. Paul AP, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-20 -20 n/a 30%70 31.64 Summer:88 71 44%50%75 24 Check Figures Total Building Supply CFM:722 CFM Per Square ft.:0.195 Square ft. of Room Area:3,700 Square ft. Per Ton:2,039 Volume (ft³):31,759 Building Loads Total Heating Required Including Ventilation Air:55,449 Btuh 55.449 MBH Total Sensible Gain:16,804 Btuh 77 % Total Latent Gain:4,968 Btuh 23 % Total Cooling Required Including Ventilation Air:21,773 Btuh 1.81 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\SKETCH #1 - 135064.rh9 Friday, October 11, 2019, 1:14 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Ferguson [ Plymouth MN ]Sketch #1 Plymouth, MN 55441 Page 3 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 1D-cw-o: Glazing-Double pane, operable window, clear, wood frame, U-value 0.32, SHGC 0.56 217 6,249 0 7,955 7,955 11J: Door-Metal - Fiberglass Core, U-value 0.6 42 2,268 0 605 605 13AB-0fcs: Wall-Block, no blanket or board insulation, filled core, siding finish, U-value 0.183 132 2,174 0 372 372 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs, U-value 0.065 1437.1 8,406 0 1,244 1,244 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 1850 3,330 0 1,776 1,776 21A-32: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide, U-value 0.02 1850 3,330 0 0 0 Subtotals for structure:25,757 0 11,952 11,952 People:8 1,600 1,840 3,440 Equipment:0 0 0 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 205, Summer CFM: 117 19,675 1,817 1,625 3,442 System 1, Zone 1 Load Totals:45,432 3,417 15,417 18,834 Check Figures Supply CFM:722 CFM Per Square ft.:0.195 Square ft. of Room Area:3,700 Square ft. Per Ton:2,357 Volume (ft³):31,759 Zone Loads Total Heating Required:45,432 Btuh 45.432 MBH Total Sensible Gain:15,417 Btuh 82 % Total Latent Gain:3,417 Btuh 18 % Total Cooling Required:18,834 Btuh 1.57 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ ...\SKETCH #1 - 135064.rh9 Friday, October 11, 2019, 1:14 PM Scanned with CamScanner 11/23/19X12/05/19KP