The URL can be used to link to this page

Home My WebLink AboutLA173114 - 12239 168th St W Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 www.lakevillemn. sov Office Use Only PermitNumber Received By D"t. R".*"d Fee Total SITE ADDRESS: MATLTNGADDRESS: crry: L\63\\$''q srerE:t'y\0.I 4p:#qs$_ JOBDESCRIPTIoN:t)Lr$qF ftb/t\\y, MASTERpLAN: (Numberoreaa..rr; L)tA LIST OTHER STRUCTURES ON PROPERTY: ESTIMATED VALUATION: (New Residential Only): LEGAL DESCRIPTION: LOT:BLOCK:SUBDIMSION: AppLrcANT rS: EnnsnpNT owNER lcoNrnncToR EMArL Kq$r$ Q, trt(F$N& \urs'fr6 rQ.$.\ NEWMODELHOME:tr vns! No (rF yES -ADMrNrsrRATrvEpERMrrREeurRED) PLEASE FILL OUT THE tr'OLLOWING COMPLETELY (All Contractor information must be as listedon State License) PROPOSED START OarS: 9-\-\ 1 END DATE: L- I- 19 RESIDENT OWNER GENERAL CONTRACTOR I Homeowner ! Contractor CONTRACToR: l( \.)A \" LTCENSE +:nc (69R11 LEADCERTIFICATE#-(PRE 1978 STRUCTTTRE) OFFICE PHONE #:CELLPHONE' AU\X€ crrY&as€$L sr:FY,Nt ap'Ssvz*] PLI]MBINGWORK trn Homeowner Contractor CoNTRACTOp. 4,Ag\<'.q, G+t\LICENSE+: rrV(X6f}$E- OFFICE PHONE #:"1,CELLPHONE: -sr'b4$- zIr:((\\'l MECHANICALWORK f] HomeownerI Contractor CONTRACTOR: OFFTCE pHoNE +,tK[-tJRg:$\rY CELL pHoNE:KZ._--L\b - E?qy ADDRESS:\6o\ Ls\sc,(.e C( crTy,\TSNSC ST:\\rt ZtP:9St\O noNo +:hnbooltr91 EXPIRATION O,trB-"?--]: f,E- SEWER/WATER CONTRACTOR New Construction Onlv NAME: HOMEPHONE CELL BoND #: ?[r s\ d t z (9"? ctl EXPIRATION DATE ,,I *b INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES oF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please APPLICAI\T'S SIGNATURE: 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: ! " # $# % & # % "% & # % "% & # % "% & # % ' $ ( ' #### ( Concept Approval ONLY Subject to Field Inspection Inspector Date2015MN Bldg Code 09/03/2019 dmathews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x 1 0 m i n i m u m f o r s p a n a n d lo a d o r ( 2 ) 2 x 1 0 # 1 S Y P o k . (3)2x10 minimum unless using #1 grade lumber.2.6 3.5 Top of Wall Connections 4 3. 6 R- 4 o n p i p e i n a t t i c UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 30 x 3 0 x 1 2 30x30x12 REF.D/W ' ' ' ' ' R S DRRR S D R S DRRR R # # # # # 1 2 ' 1 1 . ' ' # . # 1 ' ' # # # ' ' # 1 * * # . # # 1 # 1 . . ' # 1 . # # ' # 1 ' 2 ' ' # ' # 2 # ' # ' # 2 # . # ' # # # 2 1 . 2 # . # 1 ' # # # # ' # ' # . # # # ' # ' # 1# # ' # ' # # ' # # . # # . # 1 # 2 # 2 # # # $ 1 ' )* $ " /% )* $ 4 *# - 1 *# 2 *# - 1 *# *# ' - ' '*# *# - .*# A # * * $ * * *' ( * - * # A # - * *' * ( ' * # - * # A # *# - .*# ( '*# - .*# *# ( * - . * # *# ' $ ) * - .*# - .*# ( *# - *# A # ( '*# - *# A # ( '*# - *# A # "/% *# - * A # *# - $ *' ( ( .*# ( *# - *# A # * " %.*' 3 * )* .*' 3 1 * " % ,.' $ - - 2 * 2 * 2 * *# 1 * 1 * 2 * 1 "B % ) ' #( #( 2 * 1 *' '-' $ $ =C = = = = = = = = = = = = = @ @ ?;9 >5 D 8 / B 8 >/8 5 3 <6 E 8 - # ?:@ /8 5 ?E 6 ;<5 >F <6 5 3 <6 G 8 5 :H I >@ @ /:9 8 ;3 :6 ;3 ! 3 <5 ?F <?5 >@ /8 <>:@ 3 ! >;/ >@ @ E ?:@ /:;J F 6 /8 3 7 5 :6 5 <6 F 6 ;3 <5 ?F :<6 ; 3 8 6 ;@ I 9 >;?H >F <?5 8 5 >7 7 5 6 G 8 / B >;J 8 5 3 >;/ B >5 /) >5 8 ) :@ @ @ >9 :;><8 / E 8 >9 3 >;/ <5 ?3 3 8 3 ;3 <>@ @ >3 7 8 5 H >F <6 5 I 3 7 8 F :H :F ><:6 ;3 @ @ @ :;8 3 B >@ @ E 8 >7 7 @ :8 / H 5 6 9 G 8 3 <6 > @ :;8 ' :;F B 8 3 :;3 :/8 ;8 @ >I 8 5 :F 8 ) ><8 5 3 B :8 @ / -E 6 >5 / 3 B 8 >3 6 ;5 I :;:9 ?9 * * >;F B 6 5 E 6 @ <3 5 8 K ?:5 8 / 9 :;:9 ?9 1 5 8 ><8 / 7 @ ><8 3 >5 8 5 8 K ?:5 8 / ) B 8 ; E 8 >5 :;J 6 ; F 6 ;F 5 8 <8 ?E 9 :< <5 ?3 3 /8 3 :J ;3 <6 F :9 :;J :;3 7 8 F <:6 ; ?>5 /5 >:@ 3 = :;:9 ?9 B 8 :J B < 7 >F :;J 3 @ 8 3 3 ; ' # 9 :;:9 ?9 <5 8 >/ :;:9 ?9 B 8 >/5 6 6 9 H 8 8 < :;F B 8 3 ?>5 /5 >:@ 6 7 8 ; 3 :/8 3 <8 7 3 = 1 *' 9 >-:9 ?9 5 :3 8 5 ! 6 ; 6 ;8 3 :/8 ! ' >E 6 G 8 <5 8 >/ ;6 3 :;J ! 9 :;:9 ?9 ) :/@ 3 <>:5 3 ' 6 5 9 6 5 8 5 :3 8 5 3 5 8 K ?:5 8 3 > B >;/5 >:@ 3 B 8 8 <5 6 F D 8 / ) B 8 ; 8 ;F @ 6 3 8 / B 8 ?;/8 5 3 :/8 6 H 3 <>:5 3 @ >;/:;J 3 3 B >@ @ E 8 F 6 9 7 @ 8 <8 @ I :;:9 ?9 ><<:F >F F 8 3 3 - # @ ?9 E :;J >F F 8 3 3 5 8 K ?:5 8 / 6 ; >@ @ <?E 3 ?@ @ @ 8 ;J ;/5 >:@ 3 5 8 K ?:5 8 /! ) :5 >J 8 H :5 8 /6 6 5 ! 3 6 @ :/ F 6 5 8 3 8 @ H F @ 6 3 :;J :5 8 3 8 7 >5 ><:6 ; :; J >5 >J 8 :;:9 ?9 .* I 7 8 ( ) >@ @ A @ @ E 8 >5 :;J @ 6 F ><:6 ;3 ": 8 E 8 >9 3 ! J :5 /8 5 3 % 5 6 G :/8 H ?@ @ ) :/5 :;J /6 ) ; <6 <:6 ;! -B >?3 < H >; G 8 ;<8 / /:5 8 F <@ I 6 ?<3 :/8 /8 <8 F <6 5 >?/:E @ 8 :; 3 @ 8 8 7 :;J >5 8 >3 ?3 < E 8 ) :5 8 / 9 6 D 8 /8 <8 F <6 5 F 6 ;;8 F <8 / <6 > 3 6 ?;/:;J /8 G :F 8 6 5 6 F :;J 5 8 K ?:5 8 / :5 F B ?<8 3 8 G 8 5 I 3 7 >F 8 5 8 <?5 ;8 / E 6 >5 / $ + = :; ) 6 6 / <6 8 >5 5 ><:6 ; ! ( @ @ 3 <5 ?F <?5 >@ 9 8 9 E 8 5 3 9 ?3 < E 8 >7 7 5 6 G 8 / ) 6 6 / 6 5 ;><?5 >@ 5 8 3 :3 <>;F 8 <6 /8 F >I 6 5 <5 8 ><8 / ) 6 6 / ?5 :;J F 6 ;3 <5 ?F <:6 ; >7 7 5 6 G 8 / >//5 8 3 3 8 3 3 B >@ @ E 8 /:3 7 @ >I 8 / 7 @ >:;@ I G :3 :E @ 8 >;/ @ 8 J :E @ 8 H 5 6 9 ;F I 7 8 5 9 :< F :7 7 5 6 G 8 @ 6 F ><:6 ; 6 H B 6 ?3 8 >?@ D :;J >;/ H @ >3 B :;J >< >@ @ 8 -<8 5 :6 5 6 7 8 ;:;J 3 @ 8 >; 3 <5 8 8 < />:@ I 6 H >;I 9 ><8 5 :>@ <5 >F D 8 / 6 ;<6 :< H 5 6 9 5 6 G :/8 6 ?<3 :/8 F 6 9 E ?3 <:6 ; >:5 /?F < <6 6 H H H @ 6 6 5 8 ;< /5 I 8 5 /:5 8 F <@ I 6 ?<3 :/8 6 5 /5 >:;8 / /:5 8 F <@ I <6 3 <:F @ @ ) ><8 5 H 5 6 9 H 6 ?;/><:6 ; /5 >:;3 6 5 3 ?9 7 3 9 ?3 < E 8 7 ?9 7 8 / . 1 3 K H < 9 :; 6 7 8 ;:;J '' 9 >- 3 :@ @ B 8 :J B < 6 5 3 <8 8 @ 7 :7 :;J 8 F ?5 8 3 ?9 7 F 6 G 8 5 ;?9 E 8 5 3 9 :;:9 ?9 ' 5 ) :/5 B 8 :J B < 7 5 6 7 8 5 <I 2 * 2 * * + $ $ ( & 3 & 3 $ *' $ $* '2 ( 1 * $* ' ( 1 * $* ' ( $ * * A $ .* A * # ' * ( $ * * A $ .* A ( ( $ $ ' ( $ & + ' ( ) * #- .###4 (' * ##<B .* ' & *' 2 # $ ( . " % # " ( % + $ "B % * ! " # $# %& # % ' $ ( ' #### ( $%& # % $%& # % /co Te m p e r g l a s s i f wi t h i n 6 0 " o f t u b f l o o r Connections 4 4 4 4 44 4 55 5 5 Sh e a r P a n e l w/ h o l d o w n s Sh e a r P a n e l w/ h o l d o w n s 2. 9 2.8 3.5 2.8 4 3.5 3.5 Connections -M i n . 1 5 " c l e a r a n c e t o a n y ob s t r u c t i o n f r o m c e n t e r o f W. C . , 2 4 " i n f r o n t ( t y p ) . S 1 F R A M I N G D E T A I L G A R A G E S H E A R W A L L 3 F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G T H I S S H E A R W A L L A S W E L L A S A B O V E O V E R H E A D D O O R B E A R I N G A N D K I N G S T U D S B Y S U P P L I E R H A T C H E D A R E A I N D I C A T E S 7 1 6 " O R T H I C K E R P L Y W O O D / O S B E X T E R I O R S H E A T H I N G F A S T E N E D T O S T U D S w / 8 d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S S I M P S O N S T H D 1 4 H O L D O W N A N C H O R F A S T E N E D T O D O U B L E S T U D S ( R E F E R T O 4 / S 1 F O R P O S T - I N S T A L L E D H O L D O W N O P T I O N ) ( 2 ) 1 2 " Ø A N C H O R B O L T S ( 7 " M I N . E M B E D ) T Y P I C A L 2 x 6 S T U D S @ 1 6 " O . C . P R O V I D E D O U B L E S T U D S A T E N D O F S H E A R W A L L COPYRIGHT HANSON GROUP, LLC 2019© J u l y 2 2 , 2 0 1 9 P r o j e c t N u m b e r : D a t e : 9 . 3 7 3 S 1 1 S h e e t s : o f 1 P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . D e s c r i p t i o n D a t e R e v i s i o n G a d b o i s R e s i d e n c e 1 2 2 3 9 1 6 8 t h S t r e e t W L a k e v i l l e , M N 3 4 0 7 K i l m e r L a n e N o r t h S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : R y a n M a c k 7 - 2 2 - 1 9 4 6 6 7 3 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THECODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY CREATIVE DESIGNWORKS LAST DATED 7-12-19 FOR MORE INFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C. MAX.OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS.5.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (3) 8dTOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12" O.C.AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16dNAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.EXTERIOR TALL WOOD WALL FRAMING IS TO BE DESIGNED BY THE SUPPLIER.9.THE SCREEN PORCH AND DECK ARE CONSIDERED PRIMARILY OPEN NON-ESSENTIAL STRUCTURES AND AREEXCLUDED FROM THE OVERALL MAIN WINDFORCE SYSTEM OF THE HOME. PROVIDE POST UPLIFTCONNECTIONS AND LEDGER TENSION CONNECTIONS PER CODE.MATERIALSWALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLSL BEAMS:134"WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLOADSROOF SNOW LOAD: 35 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODEINDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ NOTE 2. PROVIDEINCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)EXTERIOR BEARING WALLEXTERIOR NON-BEARING WALL ROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALLINTERIOR NON-BEARING WALL PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSONGROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TOJOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOTNECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANEL FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END (4) 0.131"Øx 3" NAILSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSES FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH END FLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTION (ROOF TRUSSES)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED INNOTE 3, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS w/(3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVEL ROOFTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3) M A I N L E V E L P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 2 S 1 R E F E R E N C E P L A N P A R T I A L L O W E R L E V E L P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y 1 S 1 R E F E R E N C E P L A N K M i c h a e l H o m e s 1 8 8 1 3 E u c l i d P a t h F a r m i n g t o n M N , 5 5 0 2 4 ( 5 - F T ) ( 5 - F T ) (4-FT)(4-FT) (5-FT)(5-FT)(4-FT)(4-FT) (4-FT)(2.8-FT) ( 4 - F T ) ( 4 - F T ) ( 3 . 5 - F T ) ( 3 . 5 - F T ) ( 3 . 5 - F T ) ( 2 . 8 - F T ) ( 2 . 9 - F T ) ( 4 - F T ) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E ( 4 - F T ) ( 3 . 6 - F T ) ( 3 . 5 - F T ) ( 2 . 6 - F T ) B R A C E D W A L L L I N E P R O V I D E T O P & B O T T O M O F W A L L C O N N E C T I O N S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G I N D I C A T E D P O R T I O N O F W A L L P R O V I D E T O P O F W A L L C O N N E C T I O N S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G I N D I C A T E D P O R T I O N O F W A L L C O N S T R U C T S H E A R W A L L A S S H O W N I N 3 / S 1 C O N S T R U C T S H E A R W A L L A S S H O W N I N 3 / S 1 M I R R O R E D C O N C R E T E F O U N D A T I O N B E L O W S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R P O S T - I N S T A L L E D H O L D O W N O P T I O N 4 S 1 F R A M I N G D E T A I L P R O V I D E T O P & B O T T O M O F W A L L C O N N E C T I O N S S H O W N F O R B R A C E D W A L L P A N E L S A L O N G I N D I C A T E D P O R T I O N O F W A L L New Construction Energy Code Compliance Certificate Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted8/13/19 Mailing Address of the Dwelling or Dwelling Unit12239 168th Street W Name of Residential Contractor MN License NumberK Michael Homes City Plan ID LakevilleTHERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location 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 x Passive (No Fan) 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 Fo a m , C l o s e d C e l l Fo a m O p e n C e l l Mi n e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g i d , I s o c y n u r a t e Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-10 X exterior Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Interior Rim Joist (2nd Floor)R-20 X Interior Wall R-20 X Ceiling, flat R-49 X Ceiling, vaulted R-30 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-38 X Describe other insulated areas Building Envelope air Tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: .27-.31 Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):.25-.29 R-8 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech. code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Model 912SB48060S17 PROG5042NRH67PV BA13NA030 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:60000 Capacity in Gallons:50 Output in Tons:2.5 Other, describe: Efficiency AFUE or HSPF%92%SEER or EER 13 Location of duct or system: RESIDENTIAL LOAD CALC HEAT LOSS HEAT GAIN COOLING LOAD 43132 22512 27113 Cfm's " round duct OR Mechanical Ventilation System " metal duct 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 Combustion Air Select a Type Not required per mech. code Select Type X Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 50%=88 High:90%=158 Location of duct or system: Balanced Ventilation Capcity in CFMS:furnace room Locations of Fans, describe:Cfm's Capacity continuous ventilation rate in cfms:88 5 " round duct OR Total ventilation (intermittent + continuous) rate in cfms:158 " metal duct Site address Contractor 1 Total/ continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Equation 11-1 Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Total required ventilation Continuous ventilation Section A Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Date Completed By Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11‐1) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms Table R403.5.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 5 6 Total/ continuous 1000‐1500 75/40 90/45 105/53 120/60 135/68 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous 145/73 2001‐2500 95/48 110/55 125/63 140/70 155/78 1501‐2000 85/43 100/50 115/58 130/65 165/83 3001‐3500 115/58 130/65 145/73 160/80 175/88 2501‐3000 105/53 120/60 135/68 150/75 185/93 4001‐4500 135/68 150/75 165/83 180/90 195/98 3501‐4000 125/63 140/70 155/78 170/85 205/103 5001‐5500 155/78 170/85 185/93 200/100 215/108 4501‐5000 145/73 160/80 175/88 190/95 225/1135501‐6000 165/83 180/90 195/98 210/105 Continuous Ventilation Method (Choose either balanced or exhaust only) Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ventilation Fan Schedule Description Location Intermittent Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section B Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Exhaust only Continuous fan rating in cfm Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) One or multiple power vent or direct vent ap‐ pliances or no combus‐ tion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical‐ ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to ba‐ lanced ventilation systems such as HRV) b) clothes dryer (cfm)135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) One or multiple power vent, direct vent ap‐ pliances, or no combus‐ tion appliances Column A Multiple atmospherically vented gas or oil ap‐ pliances or solid fuel appliances Column D Duct di‐ ameter 1 – 36 1 – 9 3 37 – 66 10 – 17 4 67 – 109 18 – 28 5 110 ‐ 163 29 – 42 6 164 – 232 43 – 61 7 233 – 317 62 – 83 8 318 – 419 84 – 110 9 420 – 539 111 – 142 10 540 – 679 143 – 179 11 >679 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap‐ pliance or one solid fuel appliance Column CPassive opening 1 – 22 1 – 15 Passive opening 23 – 41 16 – 28 Passive opening 42 – 66 29 – 46 Passive opening 67 – 100 47 – 69 Passive opening 101 – 143 70 – 99 231 – 290 Passive opening 144 – 195 100 – 135 Passive opening w/motorized damper 196 – 258 136 – 179 Passive (see IFGC Appendix E, Worksheet E‐1)Size and type Other, describe: Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Powered makeup air >419 >290 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive opening w/motorized damper 259 – 332 180 – 230 Passive opening w/motorized damper 333 – 419 IFGC Appendix E, Worksheet E‐1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = / = Step 6: Calculate Reduction Factor (RF). RF = 1 mi nus Ratio RF = 1 ‐ = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 12239 168th Street W Lakeville HVAC Load Calculations for KMichael Homes Prepared By: Michael Hoium Sabre Plumbing & Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Tuesday, August 13, 2019 Rhvac is an ACCA approved Manual J and Manual D 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. Sabre Plumbing & Heating 12239 168th Street W Lakeville Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:12239 168th Street W Lakeville Designed By:Josh Gray Project Date:Tuesday, August 13, 2019 Client Name:KMichael Homes Company Name:Sabre Plumbing & Heating Company Representative:Michael Hoium Company Address:15535 Medina Road Company City:Plymouth, MN 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces East 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:-15 -15.33 n/a 30%72 33.90 Summer:88 73 50%50%75 35 Check Figures Total Building Supply CFM:1,022 CFM Per Square ft.:0.286 Square ft. of Room Area:3,578 Square ft. Per Ton:1,584 Volume (ft³) of Cond. Space:32,202 Building Loads Total Heating Required Including Ventilation Air:43,132 Btuh 43.132 MBH Total Sensible Gain:22,512 Btuh 83 % Total Latent Gain:4,601 Btuh 17 % Total Cooling Required Including Ventilation Air:27,113 Btuh 2.26 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D 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. M:\Sales and Estimating\Heat Calcs\KMichael\12239 168th Street W Lakeville.rh9 Tuesday, August 13, 2019, 3:18 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 12239 168th Street W Lakeville Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 2.26 1,584 3,578 22,512 4,601 27,113 43,132 515 1,022 1,022 System 1 2.26 1,584 3,578 22,512 4,601 27,113 43,132 515 1,022 1,022 12x15 Ventilation 694 2,900 3,594 4,643 Humidification 5,014 Zone 1 3,578 21,818 1,701 23,519 33,475 515 1,022 1,022 12x15 1-Basement 1,789 4,282 0 4,282 13,955 215 201 201 2--7 2-Main Floor 1,789 17,536 1,701 19,237 19,520 300 822 822 8--7 M:\Sales and Estimating\Heat Calcs\KMichael\12239 168th Street W Lakeville.rh9 Tuesday, August 13, 2019, 3:18 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 12239 168th Street W Lakeville Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 366.7 9,890 0 9,655 9,655 15A-10sffc-8: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 1476 5,859 0 130 130 15A-10sffc-4: Wall-Basement, concrete block wall, R-10 foam board to floor, no framing, no interior finish, filled core, 4' floor depth 96 417 0 0 0 R20 12F-0sw: Wall-Frame, Custom, R-20 Insulation in 2x6 Cavity, no board insulation, siding finish, wood studs 1445.3 8,299 0 1,268 1,268 RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 Closed Cell Spray Foam 282 1,228 0 344 344 R49 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 1789 3,580 0 1,975 1,975 21A-20: 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 20' wide 1789 4,202 0 0 0 Subtotals for structure:33,475 0 13,372 13,372 People:4 800 920 1,720 Equipment:901 4,116 5,017 Lighting:1000 3,410 3,410 Ductwork:0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 125, Summer CFM: 125 4,643 2,900 694 3,594 Humidification (Winter) 13.67 gal/day :5,014 0 0 0 Total Building Load Totals:43,132 4,601 22,512 27,113 Check Figures Total Building Supply CFM:1,022 CFM Per Square ft.:0.286 Square ft. of Room Area:3,578 Square ft. Per Ton:1,584 Volume (ft³) of Cond. Space:32,202 Building Loads Total Heating Required Including Ventilation Air:43,132 Btuh 43.132 MBH Total Sensible Gain:22,512 Btuh 83 % Total Latent Gain:4,601 Btuh 17 % Total Cooling Required Including Ventilation Air:27,113 Btuh 2.26 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D 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. M:\Sales and Estimating\Heat Calcs\KMichael\12239 168th Street W Lakeville.rh9 Tuesday, August 13, 2019, 3:18 PM Office Use Only Date- Reviewed -Staff Initials 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: lzj?'bq \Vke fi \rJ Gompany Name: K F(rc;UREu \I$\aqs .n Primary contact: KaSt"xt L\nNCqNeLt | _ Phone # (24hr Gontact): 9SZZ%;-EOg Emair: Ura:ur € E wbrcAyeu \+\o *qs nGru* Description of Land Disturbing Activity: NPDES construction stormwater Permit # c000 or # sUB00 lf you are not covered under a NPDES Construction Stormwater Permit administered by the MpGA, anerosion and sediment control plan MUST be submitted with the residential building permit application.* lf awaiting a MPCA permit transfer, provide MPCA proof of transfer submittal e-mail along with this form to erosion@lakevillem n.qov "The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entitiesp erosi_o1p1gv_e1ti_on, sediment control, permanent Stormwatei'management and thdMinnei6ta trtpOES/SD-S Construction StormwaterPermit." (NPDES Construction Stormwater Permit, MPCA) "The permittee(s) m.ust ensure that a trained person (as identified in Part lll.A.3.a)will routinely inspect the entire construction site at ieast 9.199gyery seven.(7) lays during active c9nstruction and within 24 hours aftei a rainfall event greater than 0.5 inches in 24 hours."(NPDES Construction Stormwater Permit, MPCA) Gontact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: LgStrt 0 rnUq:nrF-L\ \company: L Wlf.rAfuiu Horg.q-q P hone # {24 hr contact) @ Emait : L-F.9 (\t @BM )t$Aet hF\qt, Cq,r- Entity that Provided Training:Gertification 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.yrnn sisnature: Y \tX t -^^,W Date:g*lz-11 Gontact the Gity of Lakeville with questions at erosion@lakevillemn.qov or 952-985-4500 Version: 0511312019 ATION **See revisions on grading and erosion control notes. Inspector is responsible for all activities to maintain compliance. 08/27/19 KP X * *CONTRACTOR BU LLETI N * * TO: FROM: DATE: Builders/Contractors Gene Abbott, Building Official McKenzie Gafferty, Envi ronmental Resou rces Manager May 2017 sUBJEcr: **Erosion and Sediment control - Site Requirements** The National Pollutant Discharge Elimination System (NPDES) Construction Activity Permit administered by the Minnesota Pollution Control Agency (MPCA) requires you to complete on-going site inspections on your project and/or lotto correcVreplace ineffective erosion and sediment control devices. Follow Best Management practices (BMp's) to minimize soil erosion and off-site sediment transport. Below are a few things that can be done to ensure you are meeting some of your NPDES permit requirements on your project site. Prior to any excavation, all erosion and sediment controls installed on the projeet site and on individual lots. No land disturbing activity may begin until a building permit has been issued. ' Weeklv lnspections: Complete and document inspections weekly and after every lz-inch rain event. Make sure your Stormwater Pollutant Prevention Plan (SWPPP) is current with all your site inspections. o Storm Sewer Inlet Protection: All catch basin inlet protection, including both street (curb/gutter) and yard structures, must be installed and maintained' Clean out inlet protection when they are Tz-full. During the winter season, the inlet protection must be removed. Perimeter Sediment Controls: lnspect all perimeter control and make sure silt fence is repaired and/or replaced before construction activity continues. Sediment must be removed from silt fence when it reaches % the silt fence height and must bemaintained until vegetation is fully established. Double rows of silt fence are required in sensitive areas adjacent to lakes, ponds, streams, and wetlands. Erosion Controls: Exposed soil including stockpiles, must be covered within 14 days, Acceptable BMp's include: the application of seed followed by straw mulch, stapling erosion control blankets in place, or applying hydro-mulch with seed. concrete washout: concrete washout must be contained by an impermeable liner (i.e. lined pit, kiddie pool) with clear, visible designated signage so contractors know the area to dump concrete washout. r Rock construction Entrances: Rock construction entrance/exits, minimum homes must be installed and maintained for the duration of the project. length of 7S-feet, or up to the garage of new o Street Sweepinq: Street surfaces and sidewalks must remain free of sediment for the duration of the project. lf tracking occurs, it must be cleaned within 24-hours. r Trash and Storaqe: Solid waste and hazardous materials (i.e. oil, diesel fuel, gasoline, hydraulic fluids, paint solvents, curing compounds and acids) must be stored and contained to prevent spills and leaks. Trash and building mate1al debris must beplaced and stored in dumpsters. Trash that can blow away must be contained in a dumpster. Project site not in compliance with the MPGA's NPDES Permit may be issued a Stop Work Order; withholding ofbuilding inspections; or, drawing on securities/escrows to complete the work. lf you have questions, contact erosion@lakevillemn.gov or 952-985*4500. Thank you for your cooperation in preserving the water quality in the City of Lakeville. 20195 Holyoke Avenue, Lakeville, MN 55044 952-985-4400 t 952-985-4499 fax www.lakevillemn.goy