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HomeMy WebLinkAboutLA174351 - 9059 187th St W Permit PackRESIDENTIAL 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: Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 10/07/2019dmathews Smoke CO Smoke Smoke SmokeFAN FAN 3.5 3.5 48" CS-WSP 48" CS-WSP 48" CS-WSP -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). Smoke FAN PFH PFH PFH Bearing walls above carried by cantilever. Fl r . G i r d e r (3)18" LVL (2)11-7/8 LVL UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. WIND CALCULATION SHEET USING THE CLASSIC METHOD (BASED ON THE 2012 IRC OR 2009 VRC) created by Chuck Bajnai, phone (804) 717-6428 Version 7/23/2012 X X X 3.00CS-WSP NO LENGTH (ft) 1.00 6.80 METHOD LENGTH (ft) 4.00 METHOD CS-WSP 4.00 2.00 2.00 CS-PF CS-PF 1.30 1.00 NO 1.00 7.04 NO NO 1.00 3.00 4.00CS-WSP CS-WSP NO 1.07 9.00 0.95 1.00 1.30 1.00NO1.00 3.00 1.30 1 # of BWPs ACTUAL BWP LENGTH (ft) BWPs ≤ 20' APART Length of BWL (ft) BWP 1 ≤ 16', 2 > 16' ACTUAL ≥ REQUIRED SPACE AC T U A L B W P 5 METHOD GB FASTEN @ 4" o.c OMIT INTERIOR GB CS-WSP 4.00 BWP CS-WSP METHOD 3.00 CS-WSP LENGTH (ft) 3.00 1.00 4 NO 1.00NO NOADD PAIR 800# HOLD DOWNS 2 3 6 WIND SPEED (MPH)90 REQUIRED BWP LENGTH (ft)6.64 BRACED WALL PANEL METHOD CS-WSP CS-PF CS-G B 1.01 BRACED WALL LINE BWL 1 LM 90 90 BWL 2 LM BWL 3 LM B 0.95 1.00 9.00 10.50 1.00 1.05 8.00 11.00 12.50 STORY 16 CS-WSP CS-PF CS-G 16 5.30 CS-WSP CS-PF CS-G 1.00 TABULAR REQUIRED (ft) 0.94 B 5.30 AD J U S T M E N T AVG BWL SPACING (ft) 5.30 16 WALL HEIGHT (ft) 1 YES YES YES EAVE-RIDGE HT (ft) EXPOSURE # BWLs 1ENDS PASS PASS BWP WITHIN 10' OF END CONTINUOUS END CONDITION 3.00 YES 7 CONTRIBUTING LENGTH 11.00 YES 10.00 YES 38 32 YES 8.00 YES YES 1 54 YES YES YESYESYES 11 YES BWL COMPLIANCE PASS-FAIL 1 PASS WIND CALCULATION SHEET USING THE CLASSIC METHOD (BASED ON THE 2012 IRC OR 2009 VRC) created by Chuck Bajnai, phone (804) 717-6428 Version 7/23/2012 X X X X 1.00 4.00 4.00 LENGTH (ft) NO 1.00 1.45 NO 8.46 METHOD NO CS-WSP CS-WSP 3.00 CS-WSP 2.66 1.00NO LENGTH (ft) 1.00 4.33 METHOD LENGTH (ft) 4.00 METHOD 4.00 4.00 CS-WSP CS-WSP 1.45 1.00 NO 1.00 3.74 NO NO 1.00 4.00 4.00CS-WSP CS-WSP NO 1.03 9.00 0.95 1.00 1.45 1.00NO1.00 4.00 1.45 1 # of BWPs ACTUAL BWP LENGTH (ft) BWPs ≤ 20' APART Length of BWL (ft) BWP 1 ≤ 16', 2 > 16' ACTUAL ≥ REQUIRED SPACE AC T U A L B W P 5 METHOD GB FASTEN @ 4" o.c OMIT INTERIOR GB BWP CS-WSP METHOD 4.00 CS-WSP LENGTH (ft) 4.00 1.00 4 NO 1.00NO NOADD PAIR 800# HOLD DOWNS 2 3 6 WIND SPEED (MPH)90 REQUIRED BWP LENGTH (ft)3.26 BRACED WALL PANEL METHOD CS-WSP CS-PF CS-G B 1.03 BRACED WALL LINE BWL A LM 90 90 BWL B LM 90 BWL C LM B 0.95 1.00 9.00 10.50 1.00 0.95 10.50 9.00 10.50 10.50 1.01 B STORY 12 CS-WSP CS-PF CS-G 14.25 2.64 1.00 CS-WSP CS-PF CS-G 18.5 CS-WSP CS-PF CS-G 1.00 TABULAR REQUIRED (ft) 1.03 B 6.052.30 AD J U S T M E N T AVG BWL SPACING (ft) 0.95 3.05 17 9.00WALL HEIGHT (ft) 1 YES YES YES EAVE-RIDGE HT (ft) EXPOSURE # BWLs 1ENDS PASS PASS BWP WITHIN 10' OF END CONTINUOUS END CONDITION 4.00 YES 7 CONTRIBUTING LENGTH YES 8.00 YES 8.00 YES 22 4020 YES 8.00 9.66 YES YES YES YES 1 24 YES YES YESYES 1 YES YES 1 YES 11 YES BWL COMPLIANCE PASS-FAIL 1 PASS PASS WIND CALCULATION SHEET USING THE CLASSIC METHOD (BASED ON THE 2012 IRC OR 2009 VRC) created by Chuck Bajnai, phone (804) 717-6428 Version 7/23/2012 X X 4.00CS-WSP NO LENGTH (ft) 1.00 METHOD LENGTH (ft) 4.00 METHOD 1.00 1.00 NO 1.00 4.73 NO NO 1.00 2.00 4.00CS-WSP CS-WSP NO 1.03 8.00 0.90 1.00 1.00 1.00NO1.00 1 # of BWPs ACTUAL BWP LENGTH (ft) BWPs ≤ 20' APART Length of BWL (ft) BWP 1 ≤ 16', 2 > 16' ACTUAL ≥ REQUIRED SPACE AC T U A L B W P 5 METHOD GB FASTEN @ 4" o.c OMIT INTERIOR GB CS-WSP 4.00 BWP CS-WSP METHOD 4.00 CS-WSP LENGTH (ft) 4.00 1.00 4 NO 1.00NO NOADD PAIR 800# HOLD DOWNS 2 3 6 WIND SPEED (MPH)90 REQUIRED BWP LENGTH (ft)4.73 BRACED WALL PANEL METHOD CS-WSP CS-PF CS-G B 1.03 BRACED WALL LINE BWL LU 1 90 90 BWL LU 2 B 0.90 1.00 8.00 10.50 10.50 STORY 31 CS-WSP CS-PF CS-G 31 5.10 CS-WSP CS-PF CS-G 1.00 TABULAR REQUIRED (ft) B 5.10 AD J U S T M E N T AVG BWL SPACING (ft) 0 WALL HEIGHT (ft) 1 YES YES YES EAVE-RIDGE HT (ft) EXPOSURE # BWLs 1ENDS PASS PASS BWP WITHIN 10' OF END CONTINUOUS END CONDITION 2.00 YES 7 CONTRIBUTING LENGTH 4.00 YES CS-WSP 12.00 YES 38 38 YES 16.00 YES 1 YES YESYESYES 11 YES BWL COMPLIANCE PASS-FAIL 1 WIND CALCULATION SHEET USING THE CLASSIC METHOD (BASED ON THE 2012 IRC OR 2009 VRC) created by Chuck Bajnai, phone (804) 717-6428 Version 7/23/2012 X X X 4.00CS-WSP NO LENGTH (ft) 1.00 METHOD LENGTH (ft) 4.00 METHOD 1.30 1.00 NO 1.00 4.10 NO NO 1.00 3.00 4.00CS-WSP CS-WSP NO 0.70 8.00 0.90 1.00 1.30 1.00NO1.00 1 # of BWPs ACTUAL BWP LENGTH (ft) BWPs ≤ 20' APART Length of BWL (ft) BWP 1 ≤ 16', 2 > 16' ACTUAL ≥ REQUIRED SPACE AC T U A L B W P 5 METHOD GB FASTEN @ 4" o.c OMIT INTERIOR GB CS-WSP 4.00 BWP CS-WSP METHOD 4.00 CS-WSP LENGTH (ft) 4.00 1.00 4 NO 1.00NO NOADD PAIR 800# HOLD DOWNS 2 3 6 WIND SPEED (MPH)90 REQUIRED BWP LENGTH (ft)4.10 BRACED WALL PANEL METHOD CS-WSP CS-PF CS-G B 0.70 BRACED WALL LINE BWL A LU 90 90 BWL B LU B 0.90 1.00 8.00 5.00 1.00 5.00 STORY 30 CS-WSP CS-PF CS-G 30 5.00 CS-WSP CS-PF CS-G 1.00 TABULAR REQUIRED (ft) B 5.00 AD J U S T M E N T AVG BWL SPACING (ft) 0 WALL HEIGHT (ft) 1 YES YES YES EAVE-RIDGE HT (ft) EXPOSURE # BWLs 1ENDS PASS PASS BWP WITHIN 10' OF END CONTINUOUS END CONDITION 3.00 YES 7 CONTRIBUTING LENGTH YES 12.00 YES 34.5 37 YES 12.00 YES 1 YES YESYESYES 11 YES BWL COMPLIANCE PASS-FAIL 1 13' 1 '11 "4 2'2'2'2'2' 1 '0 "12 11 "4 2'2'2'2'2'2'2'2' 1 '10 "12 2" 1 '11 "4 2'2'2'2'2'2'2'2'2' R = 1 2 5 9 4# R = 2 4 9 5 # DESIGNER CONTACT INFO:SHANE ANDERSPHONE: (715) 895-9763 EMAIL: shane_anders@trussabc.com (3) 18" FLSH LVL(supplied by ABC TRUSS) ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ON BOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR MORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THEBCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. MONO TRUSSES NOTCHED TO BEAR ON LEDGER MONO TRUSSES NOTCHED TO BEAR ON LEDGER FL O O R G I R D E R T R U S S DIMENSION TO FACE OF A2 GIRDER GTQM318 HANGERUSE SUPPLIED SCABS FORBEARING ENHANCEMENT(SEE TRUSS DRAWING A2) MAIN LEVEL ROOF A A2(6)A1 3 P LY (2)A3 (9)B B1 (5)B2 (6)B3 B4 PAGE NO: 1 OF 1 JOB NO: T95837 N a m e : 90 5 9 18 7 TH C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 90 5 9 18 7 T H ST W S a l es m an : CM D es i gn e r: SS A 1 '11 "42'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2' DESIGNER CONTACT INFO:SHANE ANDERS PHONE: (715) 895-9763 EMAIL: shane_anders@trussabc.com ROOF PLAN NOTES: 1. TRUSS IDENTIFICATION LABEL LOCATED ON BOTTOM SIDE OF BOTTOM CHORD 2. ALL DIMENSIONS ARE IN FEET- INCHES-16THS 3. END OF TRUSS WITH "X" TICK MARK ON THE LAYOUTCORRESPONDS WITH LEFT END ON TRUSS DRAWING. 4. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTYWILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDERCONNECTION AND PERMANENT BRACING INFORMATION 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FORMORE DETAIL ON HANGER ATTACHMENT. 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THE BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLEFOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTSWITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. 9. BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS.(UNLESS NOTED OTHERWISE BY A FcPerp ### NOTE)"TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED.ADJUSTMENT OF SPACING MAY BE REQUIRED. TRAY CEILING L AY (Z C ) F L AT L AY (Z C 1) F L AT L AY (Z D ) F L AT L AY (Z D ) F L AT UPPER LEVEL ROOF C C C1 C2C3C4 C5 C6D D D2 D2 D3D3 (4)D1(2)D4 ZD ZD Z C1 ZC E E1 PAGE NO: 1 OF 1 JOB NO: T95837 N a m e : 90 5 9 18 7 TH C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 90 5 9 18 7 T H ST W S a l es m an : CM D es i gn e r: SS A 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details 1 '5 "7 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '6 "3 1 '8 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 9 "3 10 " 1 '7 "3 1 '7 "3 1 '7 "3 1 '5 "7 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '7 "3 1 '6 "3 1 '8 "3 1 '7 "3 1 '7 "3 DESIGNER CONTACT INFO: SHANE ANDERSPHONE: (715) 895-9763EMAIL: shane_anders@trussabc.com MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ON LAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS MADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THE TRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS. WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALL HEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. LEFT END OF TRUSS <<-----19.2" O.C. SPACING FLOOR CANT BEARING WALL BEARING WALL BEARING WALL **CAUTION**APPROXIMATE PLUMBING LOCATION (SEE NOTE 7) 2-PLY 9 1/2" FLSH LVL (SUPPLIED BY ABC TRUSS) MAIN LEVEL FLOORS F FC FD FE FJ FM (6)FA(4)FB (6)FF (4)FG (3)FH(6)FK(5)FL PAGE NO: 1 OF 1 JOB NO: T95837F N a m e : 90 5 9 18 7 TH C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 90 5 9 18 7 T H ST W S a l es m an : CM D es i gn e r: SS A 2x6 Strongback bracing required every 10ft o.c.Strongbacks to be secured to vertical with (3) 16d nailsStrongback lumber should be as continuous as possible per BCSI-B7 and finaldecision on required length is per Building DesignerInstall strongbacks prior to sheathing; See job packet for additional details HHUS48 CODE LISTINGS: FASTENERS: ICC ESR-2549/ESR-2552/ESR-2523 Carrying Member - (22) 16d © 2018 Simpson Strong-Tie Co. Inc. REFER TO THE CURRENTSIMPSON STRONG-TIECATALOG FOR ADDITIONALINFORMATIONWWW.STRONGTIE.COM COLA RR25801/RR25807FL10531/FL10655 Carried Member - (8) 16d(16d = 0.162" dia. x 3 1/2" long.)3 5/8"3" 7 1/32" 2 5/8", TYP.HH U S 48 HH U S 48 HH U S 48 HH U S 48 HH U S 48 HH U S 48 HH U S 48 HH U S 48 HH U S 48 HH U S 48 1 '5" 7 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '6" 3 1 '8" 3 10 " 5 1 '3" 1 1 1 '0" 6 1 '6" 3 1 '11 " 8 1 '3" 1 4 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '5" 7 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '6" 3 1 '8" 3 10 " 5 1 '3" 1 1 1 '0" 6 1 '6" 3 1 '11 " 8 1 '3" 1 4 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 1 '7" 3 DESIGNER CONTACT INFO: SHANE ANDERS PHONE: (715) 895-9763EMAIL: shane_anders@trussabc.com MAIN FLOOR PLAN NOTES: 1. 18" 4X2 FLOOR TRUSSES 2. 1/2" SHEATHING DEDUCT 3. TRUSS IDENTIFICATION LABEL LOCATED ON ENDOF TRUSS. 4. LEFT END OF TRUSS IS PAINTED. THE (X) TICK MARK ONLAYOUT INDICATES LEFT END OF TRUSS AS SHOWN ON LEFT SIDE OF TRUSS DRAWING. 5. ALL DIMENSIONS ARE IN FEET - INCHES - 16THS 6. HOLD RIBBON FLUSH WITH TOP OF TRUSS. NOTCH IS MADE LARGER FOR VARYING LUMBER THICKNESS. 7. CHECK PLUMBING AND MECHANICAL LOCATIONS PRIORTO SHEATHING FLOOR TRUSSES. TOILET SYMBOL DOESNOT REPRESENT EXACT LOCATION. 8. DO NOT MODIFY, CUT, OR REPAIR ANY PORTION OF THETRUSSES WITHOUT WRITTEN APPROVAL FROM ABC TRUSS.WARRANTY WILL BE VOIDED WITHOUT OFFICIALDOCUMENTATION. 9. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSSPLACEMENT ONLY. THE CONTRACTOR WILL BERESPONSIBLE FOR VERIFING ALL DIMENSIONS AND WALLHEIGHTS WITH THE BLUEPRINT PRIOR TO SETTING TRUSSES. LEFT END OF TRUSS <<-----19.2" O.C. SPACING LOAD BEARING FLOOR CANT BEARING WALL BEARING WALL BEARING WALL **CAUTION**APPROXIMATEPLUMBING LOCATION(SEE NOTE 7) **CAUTION**APPROXIMATEPLUMBING LOCATION(SEE NOTE 7) R OO F G I RD E R T RU S S (SE E R OO F PA C K E T F O R DE TA I L S) 3-PLY 18" FLSH LVL(SUPPLIED BY ABC TRUSS) 2-PLY 11 7/8" FLSH LVL (SUPPLIED BY ABC TRUSS) UPPER LEVEL FLOORS 2-PLY 9 1/2" FLSH LVL(SUPPLIED BY ABC TRUSS) G GC GD GE GFGG GG GJ GN GO GS GT (4)GB (3)GF (2)GH(2)GK (4)GL (4)GM (5)GP (3)GA (4)GR (4)GU PAGE NO: 1 OF 1 JOB NO: T95837F N a m e : 90 5 9 18 7 TH C us t o m e r: La m pe rt Y a r ds / Av A dd r es s : 90 5 9 18 7 T H ST W S a l es m an : CM D es i gn e r: SS A 1 9059 187th Street West 8/16/19 Sedgwick Heating C. Buchanan 3446 4 145 73 4 Chris Buchanan Digitally signed by Chris Buchanan Date: 2018.04.23 10:00:20 -05'00' Page 2 of 6 73 145 HRV Mechanical Room 73 Bath Fans Bath Rooms 320 HRV Set to Run at 73 Continuous CFM Bath Fans Controlled by ON/OFF Wall Switches NR Page 3 of 6 3446 517 NA 240 375 375 587 -142 NR Page 4 of 6 5" FLEX Page 5 of 6 66000 40000 10 6 9 540 40000 40000 3000 0 0 0 3000 3000 540 3000 .18 0.18 0.82 40000 40000 13.33 13.33 0.82 10.93 3.5 Page 6 of 6 2.994. The default KAIR used in this section of the table is 0.40 ACH. MXC 26 Revised 5/5/2011 Project: Indoor Design Heating db 72 -15 87 Address Indoor Design Cooling db 75 88 13 City & State Indoor Design Cooling RH 50%24 Medium Load Info Latitude 44 834 Phone # Heat Total Glass Area Single Double Triple Jalousie Heating Cooling (Sq. Ft.)366 X Heating 85.26 48.72 36.54 85.26036600 17,807Cooling Total Glass Area Single Double Triple Jalousie (Sq. Ft.)North 181 X Cooling 27 20 17 27 Area 0 181 0 0 3,602 NE/NW 0 X Cooling 59 48 43 59 and Area 0 0 0 0 0 Sliding Glass Doors South 110 X Cooling 43 34 30 43 Area 0 110 0 0 3,739 SE/SW 0 X Cooling 71 59 54 71 Area 0 0 0 0 0 E & W 75 X Cooling 83 69 63 83 366 0 75 0 0 5,143 Doors # Drs Width Height Area Wood Wood/Metal Storm Metal Metal/Metal Storm 2 3 X 7.5 =45 X Heating 33.93 24.36 30.45 18.27 24 0 21 0 1,454 X Cooling 6.90 11.50 6.90 11.50 24 0 21 0 311 Gross Exposed Wall Height Length Area (Sq. Ft.)1 X 3129 =3,129 Net Wall Frame-Siding 0 Insul R-11 R-13 R-19 R-21 Exposed Wall less X Heating 20.88 8.44 7.92 5.92 5.66 all glass and doors 0 0 0 0 2,719 15,376 Wood Studs X Cooling 6.96 2.58 2.18 1.35 1.16 No Board Insulation 0 0 0 0 2,719 3,146 Height Length Area 0 Insul R-2 Insul R-4 Insul R-15 Insul Net Wall (Above Grade 2')0 X 0 =0 X Heating 50.81 23.40 15.23 5.22Concrete Block w/ board insulation 0 0 0 0 0 No interior finish X Cooling 7.59 3.50 2.28 0.78 0 0 0 0 0 Net Wall (8' Below Grade)Height Length Area 0 Insul R-2 Insul R-4 Insul R-15 Insul Concrete Block w/ board insulation 1 X 1168 =1,168 X Heating 10.88 7.83 6.26 3.13 No interior finish 0 0 0 1,168 3,658 1350 Ceiling (Sq. Ft.)None R19, 6"R30, 10"R38, 12"R56 (Under Attic or Attic knee wall)Heating Width Length Area 35.50 4.26 2.78 2.26 1.57 Attic Temperautre 150*1 X 0 =0 X 0 0 0 0 0 0 Any Roofing Material Cooling 21.42 2.57 1.68 1.37 0.95 0 0 0 0 0 Ceiling (Sq. Ft.)None R19, 6"R30, 10"R38, 12"R56Ceiling below Roof Joists Heating Width Length Area 20.97 4.44 2.96 2.52 1.83 Dark or Bold Color Asphalt Shingle 1 X 1358 =1,358 X 0 0 0 0 1,358 2,481 Deck Consrtuction Cooling 11.45 1.45 0.94 0.71 0.95 0 0 0 0 1,358 1,283 Basement Floor Width Length Area (2 or More Feet Below Grade)1 X 1032 =1,032 X Heating 1,975 20' Shortest Side Slab on Grade Linear Ft.0 Insul R-5 R-10 R-15 Heavy Dry or Light Wet Soil 0 X Heating 118.1 39.1 30.9 27.3 Vertical Edge Insul 3' below grade 0 0 0 0 0 Floor Over Open Crawl Width Length Area 0 Insul R-11 R-19 R-30 Space or Garage 1 X 226 =226 X Heating 45.3 6.8 4.4 3.0 0 0 0 226 688 Cooling 53.1 14.2 5.1 3.6 0 0 0 226 807 Floor Over Enclosed Width Length Area 0 Insul R-11 R-19 R-30 Unconditioned Crawl Space 1 X 0 =0 X Heating 7.38 3.36 2.50 1.87or Unconditioned Basement 0 0 0 0 0 X Cooling 1.92 0.47 0.32 0.22 0 0 0 0 0 Total CFM Infiltration 0 0 HTD Ceiling Area Height Mins.Average Semi-Loose Average Semi-Loose 0 0 87 7,411 1,358 X 9 60 X 0.45 0.00 0.32 0.00 65 65 CTD 0.23 0.00 0.16 0.00 33 33 13 424 Fireplaces CFM 1 X 20 20 1740 Number of People People 5 X 230 =1,150 Average DesignerKitchen Allowance or 1,200 50,851 20,805 0%0%0 0 0%0%0 0 0%0%0 0 0%0%0 0 0%0%0 0 Blower Heat Discount 1,707 1,707 Manufacturer's performance data 50,851 22,512 Grains CFM Latent Infiltration Gain 0.68 X 24 X 53 =858 Latent for Occupants 5 X 200 =1,000 CFM 0 X 53 =0 1,858 S/T Ratio 0.92 50,851 24,370 Cooling Latent Load Duct Loss/Gain - Supply & Return 12% & 24% Supply Air and Return % Leakage 12% Supply Air Duct Leakage and 24% Return Air Duct Leakage Home Leakage Factor Under 2000 Sq. Ft. 35% Supply Air Duct Leakage and 70% Return Air Duct Leakage Check if Semi-Loose House Check Box for % Leakage Over 2000 Sq. Ft. 6% Supply Air Duct Leakage and 6% Return Air Duct Leakage Subtotal 9% & 15%9% Supply Air Duct Leakage and 15% Return Air Duct Leakage 6% & 6% 24% & 47% Daily Range For example, 3.76 x 3500 sq. ft. = 13,171For example, 0.053 x 71 = 3.76 CTD Grains HTM times Area Sq. Ft. = BTUH Heat Gain/Loss U-Value times temperature difference = Heating Transfer Multiplier RESIDENTIAL LOAD CALCULATIONS Based on ACCA Manual J8ae Instructions: Enter data into yellow fields only. All other fields are required text. Grey fields are calculations. Elevation Minneapolis, Minnesota Design Conditions: Summer 1% db HTD YorWay - San Jose 9059 187th Street West Check Box for for Designer Kitchen (2400 BTUH)1200 0 Check Box if Ducts in an Unconditioned space Total Latent Heat Gain Check Box for Blower Discount copyright© 2010 HVAC Learning Solutions TOTAL LOAD Adjusted Subtotal 35% & 70% 24% Supply Air Duct Leakage and 47% Return Air Duct Leakage Latent for Ducts in Unconditioned space 1.91 Subtotal Winter 99% db Lakeville, MN 2,719 Check if R-2 Board Insulation is used. No Internal Shade 1 divided by R-Value = U-Value Check box below to add Internal Shading. Area For example, 1 / R19 = 0.053 Builders Associaton of Minnesota version 101014 Date Certificate Post X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here R-10 X R-20 X R-20 X R-21 X R-49 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66000 Capacity in Gallons:Other, describe: AFUE or HSPF%95 Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 5 " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. City of Lakeville New Construction Energy Code Compliance Certificate Name of Residential Contractor Yorway Custom Home Builders, Inc. MN License Number BC 142754 City Mailing Address of the Dwelling or Dwelling Unit Lakeville9059 187th Street West Mech Room 73Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 145 Combustion Air Select a Type Location of duct or system: 24,370 THERMAL ENVELOPE Fo a m O p e n C e l l Wall Rig i d , I s o c y n u r a t e Perimeter of Slab on Grade Ceiling, flat Attic RADON CONTROL SYSTEM Rim Joist (2nd Floor+) Below Entire Slab Rig i d , E x t r u d e d P o l y s t y r e n e No n o r N o t A p p l i c a b l e Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Foundation Wall To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply Min e r a l F i b e r b o a r d Insulation Location Fo a m , C l o s e d C e l l Describe other insulated areas Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Rim Joist (1st Floor) Bay Windows or cantilevered areas Floors over unconditioned area Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type A/O Smith Domestic Water Heater R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: 50 Output in Tons:2 Appliances Cooling System Fuel Type PNT -50 13AXCN-024 Building envelope air tightness: Electric MECHANICAL SYSTEMS Rating or Size Efficiency 50,851 Heating Gain Cooling Load 13 Model Heating System Natural Gas Lennox ML195UH070XP36B Heating Loss Manufacturer Lennox 22,512Residential Load Calculatio SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM 393 73 Capacity continuous ventilation rate in cfms: In HRV and Bath Fans Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # *SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. * If awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillemn.gov “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 9059 187th St. W. Lakeville, MN 55044 Yorway Custom Home Builders Inc. Brett Tupy 952 226 3434 brett@yorway.com New home residential lot David Pautz All about erosion control U of M 612-875-7404 allabouterosion@gmail.com 05/2021 Brett A Tupy Yorway Custom Home Builders Inc.09/16/19 39376 00548________________ 10/08/19 X KP Must provide transfer number once assigned by MPCA