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HomeMy WebLinkAboutLA164364 - 20152 Harvest Dr Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received _______ ________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ 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 Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 20152 Harvest Dr Lakeville MN 55044 new single family dwelling n/a $250,000.00 09.18.2018 06.01.2018 14 4 Berres Ridge 3rd ■ ■ invoices@stonecottage.com Stone Cottage Construction, Inc. 636874 952.388.1301 651.261.1633 14787 Energy Way Apple Valley MN 55124 Scherer Plumbing 952.447.6734 15548 Red Oaks Road SE Prior Lake MN 55372 Lofgren Heating and Air Conditioning 952.431.5811 5708 upper 147th St W #10 Apple Valley MN 55124 Bohn Well Drilling 952.445.4809 Troy Asleson - President - Stone Cottage Construction, Inc.08.27.2018 ✘ ✘ ✘ 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: S e c u r e d o o r c l o s e d u n t i l d e c k i s c o n s t r u c t e d w i t h a s e p a r a t e p e r m i t . C o n c e p t A p p r o v a l O N L Y S u b j e c t t o F i e l d I n s p e c t i o n I n s p e c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 9 / 1 0 / 2 0 1 8 d m a t h e w s U F E R G r o u n d - P r o v i d e 2 0 ' R e b a r i n f o o t i n g a n d s t u b u p n e a r e l e c t r i c a l s e r v i c e p a n e l . 2 4 3 2 2 4 3 4 4 ' 1 1 " 2 2 . 5 2 . 5 2 . 5 3 . 5 6 4 7 3 3 S t r a p 4 5 P F H P F H PFH 6 T E M P E R g l a s s i f w i t h i n 6 0 " o f t u b f l o o r . 2 2 2 2 2 2 2 2 2 2 2 2 2 - M i n . 1 5 " c l e a r a n c e t o a n y o b 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 ) . V e r i f y l o a d s w i t h g i r d e r t r u s s s p e c , m a y r e q u i r e r e m o v a l o f t o p p l a t e s a t b e a r i n g f o r c r u s h i n g . Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y TS 2 - 2 3 8 ' 0 " 1 1 / 2 " x 1 1 7 / 8 " 1 . 5 E T i m b e r S t r a n d ® L S L 2 2 TS 1 3 8 ' 0 " 1 1 / 2 " x 1 1 7 / 8 " 1 . 5 E T i m b e r S t r a n d ® L S L 1 2 TS 3 3 4 ' 0 " 1 1 / 2 " x 1 1 7 / 8 " 1 . 5 E T i m b e r S t r a n d ® L S L 1 3 TS 4 2 4 ' 0 " 1 1 / 2 " x 1 1 7 / 8 " 1 . 5 E T i m b e r S t r a n d ® L S L 1 5 TS 5 1 6 ' 0 " 1 1 / 2 " x 1 1 7 / 8 " 1 . 5 E T i m b e r S t r a n d ® L S L 1 6 TS 6 1 2 ' 0 " 1 1 / 2 " x 1 1 7 / 8 " 1 . 5 E T i m b e r S t r a n d ® L S L 1 1 5 TS 7 - 2 2 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 8 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 1 TS 9 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 Ri m 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 1 1 Wa l l F r a m i n g Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y BB O H d 1 - 2 6 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 2 - 2 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 Fr a m i n g C o n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t F a c e N a i l s T o p N a i l s M e m b e r N a i l s W e b S t i f f H1 1 S i m p s o n H U 9 1 8 - 1 0 d c o m m o n - 6 - 1 0 d x 1 - 1 / 2 N o H2 4 S i m p s o n L U S 2 1 0 8 - 1 0 d c o m m o n - 4 - 1 0 d c o m m o n N o S t a r t J o i s t L a y o u t H e r e . 1 9 . 2 " o / c CS CS CS CS CS CS CS CS CS TS 9 - 2 T S 7 - 2 TS 8 2' TJ I ® J O I S T 2" 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 " w i d e Tim b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t to p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6 " on - c e n t e r . 24 16 s p a n r a t e d s h e a t h i n g ( 7 16 " M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fie l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . E1 A L T Tim b e r s t r a n d ® L S L rim b o a r d to m a t c h T J I ® d e p t h WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y , Sa f e t y b r a c i n g r e q u i r e d d u r i n g i n s t a l l a t i o n . La t e r a l l o a d t r a n s f e r f o r t h i s d e t a i l i s 18 0 P L F ( p o u n d s p e r l i n e a l f o o t ) . Ad d i t i o n a l c o n n e c t i o n s m a y b e r e q u i r e d to t r a n s f e r l a t e r a l l o a d s f r o m w a l l a b o v e . BB O H d 2 - 2 T S 2 - 2 T S 6 R i m R i m R i m R i m R i m R i m R i m Ri m Ri m Ri m Ri m Ri m Ri m Ri m Ri m Sq u a s h B l o c k i n g Sq u a s h B l o c k i n g H1 B B O H d 1 - 2 TS 6 19 . 2 " O . C . TS 6 19 . 2 " O . C . TS 5 19 . 2 " O . C . TS 3 19 . 2 " O . C . TS 1 19 . 2 " O . C . TS 4 19 . 2 " O . C . H2 3x 5 P S L Customer:Job Name:Address/Lot:Stone Cottage Greg & Kelly Trnka 20152 Harvest Drive City, State:Lakeville, MN Plan/Model #:#18-168 Job Number:23056Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 1 of 3 A c o m p l e t e J a v e l i n ™ f r a m i n g p l a n r e q u i r e s t h e F r a m e r 's P o c k e t G u i d e Se e t h e F r a m e r ' s P o c k e t G u i d e f o r P r o d u c t T r a d e m a r k In f o r m a t i o n Drawn By:Jeff D.Drawn Date:8/10/2018 Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOR OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u l t i n s e r i o u s ac c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : 1. A l l b l o c k i n g , h a n g e r s , r i m b o a r d s a n d r i m j o i s t s a t t h e e n d s u p p o r t s o f t h e T J I ® jo i s t s m u s t b e c o m p l e t e l y i n s t a l l e d a n d p r o p e r l y n a i l e d . 2. L a t e r i a l s t r e n g t h , l i k e b r a c e d e n d w a l l o r a n e x i s t i n g d e c k , m u s t b e e s t a b l i s h e d a t t h e e n d s o f t h e b a y . T h i s c a n a l s o b e ac c o m p l i s h e d b y a t e m p o r a r y o r p e r m a n e n t d e c k ( s h e a t h i n g ) f a s t e n e d t o t h e f i r s t 4 f e e t o f j o i s t s a t t h e e n d o f t h e b a y . 3. S a f e t y b r a c i n g o f 1 x 4 ( m i n i m u m ) m u s t b e n a i l e d t o a b r a c e d e n d w a l l o r s h e a t h e d a r e a ( a s i n n o t e 2 ) a n d t o e a c h j o i s t . Wit h o u t t h i s b r a c i n g , b u c k l i n g s i d e w a y s o r r o l l o v e r i s h i g h l y p r o b a b l e u n d e r l i g h t c o n s t r u c t i o n l o a d s - s u c h a s a w o r k e r o r on e l a y e r o f u n n a i l e d s h e a t h i n g . 5. E n d s o f c a n t i l e v e r s r e q u i r e s a f e t y b r a c i n g o n b o t h t h e t o p a n d b o t t o m f l a n g e s . 6. T h e f l a n g e s m u s t r e m a i n s t r a i g h t w i t h i n 1 / 2 " f r o m t r u e a l i g n m e n t . 4. S h e a t h i n g m u s t b e c o m p l e t e l y a t t a c h e d t o e a c h T J I ® jo i s t b e f o r e a d d i t i o n a l l o a d s c a n b e p l a c e d o n t h e s y s t e m . WA R N I N G N O T E S : WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y Br a c i n g I n c l u d e s : Blo c k i n g Ha n g e r s Sh e a t h i n g Rim B o a r d Str u t L i n e s Rim J o i s t DO N O T s t a c k b u i l d i n g ma t e r i a l s o n u n s h e a t h e d jo i s t s . S t a c k o n l y o v e r be a m s o r w a l l s . DO N O T w a l k o n j o i s t s th a t a r e l y i n g f l a t . DO N O T w a l k o n j o i s t s un t i l b r a c e d . IN J U R Y M A Y R E S U L T . We y e r h a e u s e r , i L e v e l ®, M i c r o l l a m ®, P a r a l l a m ®, S i l e n t F l o o r ®, T i m b e r S t r a n d ®, T J I ®, T J ® a n d T r u s J o i s t ® a r e re g i s t e r e d t r a d e m a r k s o f W e y e r h a e u s e r N R . © 2 0 1 2 W e y e r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d . Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y TS 1 - 2 2 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 2 - 2 1 6 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 3 - 2 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 4 TS 4 - 2 1 2 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 5 - 2 8 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 6 - 2 2 0 ' 0 " 1 3 / 4 " x 7 1 / 4 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 BB O 1 - 2 1 3 ' 0 " 2 x 1 2 S P F N o . 1 / N o . 2 2 2 Wa l l F r a m i n g Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y TS H d 1 - 2 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 4 TS H d 2 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 BB O H d 1 - 3 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 3 3 BB O H d 2 - 2 6 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 BB O H d 3 - 2 4 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 BB O H d 3 - 2 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 6 BB O H d 2 - 2 BB O H d 1 - 3 BB O H d 3 - 2 BB O 1 - 2 TS 1 - 2 TS 6 - 2 TS 2 - 2 T S 3 - 2 Gi r d e r T r u s s G i r d e r T r u s s G i r d e r T r u s s TS 3 - 2 TS 5 - 2 F l o o r G i r d e r T S 4 - 2 B B O H d 2 - 2 BB O H d 3 - 2 TS H d 1 - 2 T S H d 2 - 2 TS H d 1 - 2 B B O H d 3 - 2 B B O H d 3 - 2 BB O H d 3 - 2 H1 5x 7 P S L Ta p e r e d E n d C u t A l l o w e d i f N e e d e d 2 T r i m m e r s ← F l o o r T r u s s e s → Customer:Job Name:Address/Lot:Stone Cottage Greg & Kelly Trnka 20152 Harvest Drive City, State:Lakeville, MN Plan/Model #:#18-168 Job Number:23056Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 2 of 3 A c o m p l e t e J a v e l i n ™ f r a m i n g p l a n r e q u i r e s t h e F r a m e r 's P o c k e t G u i d e Se e t h e F r a m e r ' s P o c k e t G u i d e f o r P r o d u c t T r a d e m a r k In f o r m a t i o n Drawn By:Jeff D.Drawn Date:8/10/2018 Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOR OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u l t i n s e r i o u s ac c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : 1. A l l b l o c k i n g , h a n g e r s , r i m b o a r d s a n d r i m j o i s t s a t t h e e n d s u p p o r t s o f t h e T J I ® jo i s t s m u s t b e c o m p l e t e l y i n s t a l l e d a n d p r o p e r l y n a i l e d . 2. L a t e r i a l s t r e n g t h , l i k e b r a c e d e n d w a l l o r a n e x i s t i n g d e c k , m u s t b e e s t a b l i s h e d a t t h e e n d s o f t h e b a y . T h i s c a n a l s o b e ac c o m p l i s h e d b y a t e m p o r a r y o r p e r m a n e n t d e c k ( s h e a t h i n g ) f a s t e n e d t o t h e f i r s t 4 f e e t o f j o i s t s a t t h e e n d o f t h e b a y . 3. S a f e t y b r a c i n g o f 1 x 4 ( m i n i m u m ) m u s t b e n a i l e d t o a b r a c e d e n d w a l l o r s h e a t h e d a r e a ( a s i n n o t e 2 ) a n d t o e a c h j o i s t . Wit h o u t t h i s b r a c i n g , b u c k l i n g s i d e w a y s o r r o l l o v e r i s h i g h l y p r o b a b l e u n d e r l i g h t c o n s t r u c t i o n l o a d s - s u c h a s a w o r k e r o r on e l a y e r o f u n n a i l e d s h e a t h i n g . 5. E n d s o f c a n t i l e v e r s r e q u i r e s a f e t y b r a c i n g o n b o t h t h e t o p a n d b o t t o m f l a n g e s . 6. T h e f l a n g e s m u s t r e m a i n s t r a i g h t w i t h i n 1 / 2 " f r o m t r u e a l i g n m e n t . 4. S h e a t h i n g m u s t b e c o m p l e t e l y a t t a c h e d t o e a c h T J I ® jo i s t b e f o r e a d d i t i o n a l l o a d s c a n b e p l a c e d o n t h e s y s t e m . WA R N I N G N O T E S : WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y Br a c i n g I n c l u d e s : Blo c k i n g Ha n g e r s Sh e a t h i n g Rim B o a r d Str u t L i n e s Rim J o i s t DO N O T s t a c k b u i l d i n g ma t e r i a l s o n u n s h e a t h e d jo i s t s . S t a c k o n l y o v e r be a m s o r w a l l s . DO N O T w a l k o n j o i s t s th a t a r e l y i n g f l a t . DO N O T w a l k o n j o i s t s un t i l b r a c e d . IN J U R Y M A Y R E S U L T . We y e r h a e u s e r , i L e v e l ®, M i c r o l l a m ®, P a r a l l a m ®, S i l e n t F l o o r ®, T i m b e r S t r a n d ®, T J I ®, T J ® a n d T r u s J o i s t ® a r e re g i s t e r e d t r a d e m a r k s o f W e y e r h a e u s e r N R . © 2 0 1 2 W e y e r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d . Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Wa l l F r a m i n g Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y TS H d 1 - 2 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 BB O H d 1 - 2 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 BB O H d 2 - 2 6 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 Gi r d e r T r u s s Gi r d e r T r u s s BB O H d 2 - 2 TS H d 1 - 2 B B O H d 2 - 2 BB O H d 1 - 2 BB O H d 1 - 2 Customer:Job Name:Address/Lot:Stone Cottage Greg & Kelly Trnka 20152 Harvest Drive City, State:Lakeville, MN Plan/Model #:#18-168 Job Number:23056Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 3 of 3 A c o m p l e t e J a v e l i n ™ f r a m i n g p l a n r e q u i r e s t h e F r a m e r 's P o c k e t G u i d e Se e t h e F r a m e r ' s P o c k e t G u i d e f o r P r o d u c t T r a d e m a r k In f o r m a t i o n Drawn By:Jeff D.Drawn Date:8/10/2018 Revised By:Revision Date:Revision #:SALES PRESENTATION DRAWING:NO STRUCTURAL OR DIMENSIONAL CHECK HAS BEEN PERFORMED ON THIS DRAWING. LYMAN LUMBER COMPANY IS ONLY RESPONSIBLE FOR INDIVIDUAL MEMBER DESIGN,BASED UPON THE ASSUMED VERTICAL LOADS. BUILDER IS RESPONSIBLE FOR OVERALL DESIGN OF THE STRUCTURE AND IT IS STRONGLY RECOMMENDED THAT ALL DRAWINGS AND CALCULATIONS BE REVIEWED BY THE ENGINEER OF RECORD FOR THIS PARTICULAR PROJECT. La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u l t i n s e r i o u s ac c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : 1. A l l b l o c k i n g , h a n g e r s , r i m b o a r d s a n d r i m j o i s t s a t t h e e n d s u p p o r t s o f t h e T J I ® jo i s t s m u s t b e c o m p l e t e l y i n s t a l l e d a n d p r o p e r l y n a i l e d . 2. L a t e r i a l s t r e n g t h , l i k e b r a c e d e n d w a l l o r a n e x i s t i n g d e c k , m u s t b e e s t a b l i s h e d a t t h e e n d s o f t h e b a y . T h i s c a n a l s o b e ac c o m p l i s h e d b y a t e m p o r a r y o r p e r m a n e n t d e c k ( s h e a t h i n g ) f a s t e n e d t o t h e f i r s t 4 f e e t o f j o i s t s a t t h e e n d o f t h e b a y . 3. S a f e t y b r a c i n g o f 1 x 4 ( m i n i m u m ) m u s t b e n a i l e d t o a b r a c e d e n d w a l l o r s h e a t h e d a r e a ( a s i n n o t e 2 ) a n d t o e a c h j o i s t . Wit h o u t t h i s b r a c i n g , b u c k l i n g s i d e w a y s o r r o l l o v e r i s h i g h l y p r o b a b l e u n d e r l i g h t c o n s t r u c t i o n l o a d s - s u c h a s a w o r k e r o r on e l a y e r o f u n n a i l e d s h e a t h i n g . 5. E n d s o f c a n t i l e v e r s r e q u i r e s a f e t y b r a c i n g o n b o t h t h e t o p a n d b o t t o m f l a n g e s . 6. T h e f l a n g e s m u s t r e m a i n s t r a i g h t w i t h i n 1 / 2 " f r o m t r u e a l i g n m e n t . 4. S h e a t h i n g m u s t b e c o m p l e t e l y a t t a c h e d t o e a c h T J I ® jo i s t b e f o r e a d d i t i o n a l l o a d s c a n b e p l a c e d o n t h e s y s t e m . WA R N I N G N O T E S : WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y Br a c i n g I n c l u d e s : Blo c k i n g Ha n g e r s Sh e a t h i n g Rim B o a r d Str u t L i n e s Rim J o i s t DO N O T s t a c k b u i l d i n g ma t e r i a l s o n u n s h e a t h e d jo i s t s . S t a c k o n l y o v e r be a m s o r w a l l s . DO N O T w a l k o n j o i s t s th a t a r e l y i n g f l a t . DO N O T w a l k o n j o i s t s un t i l b r a c e d . IN J U R Y M A Y R E S U L T . We y e r h a e u s e r , i L e v e l ®, M i c r o l l a m ®, P a r a l l a m ®, S i l e n t F l o o r ®, T i m b e r S t r a n d ®, T J I ®, T J ® a n d T r u s J o i s t ® a r e re g i s t e r e d t r a d e m a r k s o f W e y e r h a e u s e r N R . © 2 0 1 2 W e y e r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d . Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Stone Cottage HVAC Load Calculations for Stone Cottage 20152 Harvest Dr Lakeville,mn Prepared By: Randy Andrews Lofgren Heating 5708 Upper 147th Street West Apple Vallley, MN 55124 Friday, August 03, 2018 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 2 Project Report General Project Information Project Title:Stone Cottage Project Date:Friday, August 03, 2018 Client Name:Stone Cottage Client Address:20152 Harvest Dr Client City:Lakeville,mn Company Name:Lofgren Heating Company Representative:Randy Andrews Company Address:5708 Upper 147th Street West Company City:Apple Vallley, MN 55124 Company E-Mail Address:rrandrews@lofgrenheating-ac.com Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces South Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Elevation Sensible Adj. Factor:1.000 Elevation Total Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Elevation Heating Adj. Factor:1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -15.33 80%n/a 72 n/a Summer:88 72 47%50%75 29 Check Figures Total Building Supply CFM:979 CFM Per Square ft.:0.297 Square ft. of Room Area:3,300 Square ft. Per Ton:1,382 Volume (ft³) of Cond. Space:28,590 Building Loads Total Heating Required Including Ventilation Air:50,576 Btuh 50.576 MBH Total Sensible Gain:21,490 Btuh 78 % Total Latent Gain:6,036 Btuh 22 % Total Cooling Required Including Ventilation Air:27,526 Btuh 2.29 Tons (Based On Sensible + Latent) 2.39 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 3 Load Preview Report Scope Has AED 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 2.29 1,439 3,300 21,490 6,036 27,526 50,576 891 979 979 System 1 Yes 2.29 1,439 3,300 21,490 6,036 27,526 50,576 891 979 979 18x10 Ventilation 583 1,352 1,935 7,799 Zone 1 3,300 20,907 4,684 25,591 42,777 891 979 979 18x10 1-Main Level 1,095 10,503 1,820 12,323 18,475 385 492 492 6--6 2-Upper Level 1,110 9,404 2,364 11,768 15,628 325 441 441 5--6 3-Lower Level 1,095 1,000 500 1,500 8,674 181 47 47 1--6 C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.33 351 9,772 0 7,115 7,115 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2340 13,233 0 2,024 2,024 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1476 6,292 0 0 0 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 1110 1,931 0 1,066 1,066 21A-24: 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 24' wide 1095 2,382 0 0 0 Subtotals for structure:35,528 0 10,734 10,734 People:7 1,400 1,610 3,010 Equipment:2,500 8,000 10,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 78, Summer CFM: 41 7,249 784 563 1,347 Ventilation: Winter CFM: 140, Summer CFM: 70 7,799 1,352 583 1,935 Total Building Load Totals:50,576 6,036 21,490 27,526 Check Figures Total Building Supply CFM:979 CFM Per Square ft.:0.297 Square ft. of Room Area:3,300 Square ft. Per Ton:1,382 Volume (ft³) of Cond. Space:28,590 Building Loads Total Heating Required Including Ventilation Air:50,576 Btuh 50.576 MBH Total Sensible Gain:21,490 Btuh 78 % Total Latent Gain:6,036 Btuh 22 % Total Cooling Required Including Ventilation Air:27,526 Btuh 2.29 Tons (Based On Sensible + Latent) 2.39 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 5 Building Pie Chart Building Loss 50,576 Btuh Floor 5%Roof 4% Wall 39% Glass 19% Door 4% Infiltration 14% Ventilation 15% Building Gain 27,526 Btuh Roof 4% Wall 7% Glass 26% Door 2% People 11% Equipment 38% Infiltration 5% Ventilation 7% C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 6 System 1 Whole House Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain 4A-1a-o: Glazing-Double pane low-e (e = 0.20 or less), operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.32, SHGC 0.33 351 9,772 0 7,115 7,115 11N: Door-Metal - Polystyrene Core 63 1,918 0 529 529 12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 2340 13,233 0 2,024 2,024 15B0-10sf-10: Wall-Basement, , R-10 board insulation to floor, no interior finish, 10' floor depth 1476 6,292 0 0 0 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 1110 1,931 0 1,066 1,066 21A-24: 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 24' wide 1095 2,382 0 0 0 Subtotals for structure:35,528 0 10,734 10,734 People:7 1,400 1,610 3,010 Equipment:2,500 8,000 10,500 Lighting:0 0 0 Ductwork:0 0 0 0 Infiltration: Winter CFM: 78, Summer CFM: 41 7,249 784 563 1,347 Ventilation: Winter CFM: 140, Summer CFM: 70 7,799 1,352 583 1,935 System 1 Whole House Load Totals:50,576 6,036 21,490 27,526 Check Figures Supply CFM:979 CFM Per Square ft.:0.297 Square ft. of Room Area:3,300 Square ft. Per Ton:1,382 Volume (ft³) of Cond. Space:28,590 System Loads Total Heating Required Including Ventilation Air:50,576 Btuh 50.576 MBH Total Sensible Gain:21,490 Btuh 78 % Total Latent Gain:6,036 Btuh 22 % Total Cooling Required Including Ventilation Air:27,526 Btuh 2.29 Tons (Based On Sensible + Latent) 2.39 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. 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. C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 7 Detailed Room Loads - Room 1 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,095.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,095.0 sq.ft.Supply Air:492 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.0 AC/hr Volume:9,855.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:60 CFM Runout Air:82 CFM Percent of Supply.:12 % Runout Duct Size:6 in.Actual Summer Vent.:35 CFM Runout Air Velocity:418 ft./min.Percent of Supply:7 % Runout Air Velocity:418 ft./min.Actual Winter Infil.:42 CFM Actual Loss:0.109 in.wg./100 ft.Actual Summer Infil.:22 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 39 X 9 319 0.065 5.7 1,804 0.9 0 276 E -Wall-12F-0sw 39 X 9 318 0.065 5.7 1,798 0.9 0 275 N -Wall-12F-0sw 43 X 9 284 0.065 5.7 1,606 0.9 0 246 S -Wall-12F-0sw 43 X 9 281 0.065 5.7 1,589 0.9 0 243 S -Door-11N 6 X 7 42 0.350 30.5 1,279 8.4 0 353 S -Door-11N 3 X 7 21 0.350 30.5 639 8.4 0 176 W -Gls-4A-1a-o shgc-0.33 0%S 32 0.320 27.8 891 35.0 0 1,120 E -Gls-4A-1a-o shgc-0.33 0%S 33 0.320 27.8 919 35.0 0 1,155 N -Gls-4A-1a-o shgc-0.33 100%S 103 0.320 27.8 2,868 10.4 0 1,072 S -Gls-4A-1a-o shgc-0.33 0%S 43 0.320 27.8 1,197 19.2 0 825 Subtotals for Structure:14,590 0 5,741 Infil.: Win.: 41.8, Sum.: 21.8 1,476 2.632 3,885 0.205 420 302 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,000 4,000 Room Totals:18,475 1,820 10,503 C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 8 Detailed Room Loads - Room 2 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,110.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,110.0 sq.ft.Supply Air:441 CFM Ceiling Height:8.0 ft.Supply Air Changes:3.0 AC/hr Volume:8,880.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:51 CFM Runout Air:88 CFM Percent of Supply.:12 % Runout Duct Size:6 in.Actual Summer Vent.:31 CFM Runout Air Velocity:449 ft./min.Percent of Supply:7 % Runout Air Velocity:449 ft./min.Actual Winter Infil.:36 CFM Actual Loss:0.126 in.wg./100 ft.Actual Summer Infil.:19 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-12F-0sw 42 X 9 372 0.065 5.7 2,104 0.9 0 322 E -Wall-12F-0sw 42 X 9 345 0.065 5.7 1,951 0.9 0 298 N -Wall-12F-0sw 29 X 9 220 0.065 5.7 1,244 0.9 0 190 S -Wall-12F-0sw 29 X 9 201 0.065 5.7 1,137 0.9 0 174 W -Gls-4A-1a-o shgc-0.33 0%S 6 0.320 27.8 167 35.0 0 210 E -Gls-4A-1a-o shgc-0.33 0%S 33 0.320 27.8 919 35.0 0 1,155 N -Gls-4A-1a-o shgc-0.33 100%S 41 0.320 27.8 1,141 10.4 0 427 S -Gls-4A-1a-o shgc-0.33 0%S 60 0.320 27.8 1,670 19.2 0 1,151 UP-Ceil-16B-50 1110 X 1 1110 0.020 1.7 1,931 1.0 0 1,066 Subtotals for Structure:12,264 0 4,993 Infil.: Win.: 36.2, Sum.: 18.8 1,278 2.632 3,364 0.204 364 261 People: 200 lat/per, 230 sen/per:5 1,000 1,150 Equipment:1,000 3,000 Room Totals:15,628 2,364 9,404 C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 9 Detailed Room Loads - Room 3 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:1,095.0 ft.System Number:1 Room Width:1.0 ft.Zone Number:1 Area:1,095.0 sq.ft.Supply Air:47 CFM Ceiling Height:9.0 ft.Supply Air Changes:0.3 AC/hr Volume:9,855.0 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:1 Actual Winter Vent.:28 CFM Runout Air:47 CFM Percent of Supply.:61 % Runout Duct Size:6 in.Actual Summer Vent.:3 CFM Runout Air Velocity:239 ft./min.Percent of Supply:7 % Runout Air Velocity:239 ft./min.Actual Winter Infil.:0 CFM Actual Loss:0.037 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain W -Wall-15B0-10sf-10 39 X 9 351 0.049 4.3 1,496 0.0 0 0 E -Wall-15B0-10sf-10 39 X 9 351 0.049 4.3 1,496 0.0 0 0 S -Wall-15B0-10sf-10 43 X 9 387 0.049 4.3 1,650 0.0 0 0 N -Wall-15B0-10sf-10 43 X 9 387 0.049 4.3 1,650 0.0 0 0 Floor-21A-24 1 X 1095 1095 0.025 2.2 2,382 0.0 0 0 Subtotals for Structure:8,674 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Equipment:500 1,000 Room Totals:8,674 500 1,000 C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Lofgren Htg. & A/C Stone Cottage Farmington, MN 55024 Page 10 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Main Level 1,095 18,475 385 6-6 418 10,503 1,820 492 492 2 Upper Level 1,110 15,628 325 5-6 449 9,404 2,364 441 441 3 Lower Level 1,095 8,674 181 1-6 239 1,000 500 47 47 Ventilation 7,799 583 1,352 System 1 total 3,300 50,576 891 21,490 6,036 979 979 System 1 Main Trunk Size:18x10 in. Velocity:784 ft./min Loss per 100 ft.:0.097 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.29 78% / 22%21,490 6,036 27,526 Recommended:2.39 75% / 25%21,490 7,163 28,653 Actual:1.00 77% / 23%9,240 2,760 12,000 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model:QC-F38-E78-G QC-C12 Indoor Model:S12 Brand:Quikcool FE Series Quikcool AS Series Description:Hi Efficiency Furnace Standard Efficiency Air Condit Efficiency:78.3 AFUE 12.4 SEER Sound:8.1 bels Capacity:38,000 Btuh 12,000 Btuh Sensible Capacity:n/a 9,240 Btuh Latent Capacity:n/a 2,760 Btuh C:\ ...\20152 HARVEST LAKEVILLE 08032018.rhv Friday, August 03, 2018, 8:56 AM Builders Associaton of Minnesota version 101014 Date Certificate Posted x Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here x 10/15 x x x 20 x 20 x 21 x 49 x x x 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: 70,000 Capacity in Gallons: Other, describe: AFUE or HSPF% 93% Cfm's " round duct OR " metal duct Not required per mech. code x Passive Low: Other, describe: x Low: Location of fan(s), describe: Cfm's 4" " round duct OR Flex " metal duct City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 27,526 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 Ceiling, flat Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Place your logo here New Construction Energy Code Compliance Certificate Name of Residential Contractor Stone Cottage Construction Inc. MN License Number Lakeville20152 Harvest Dr BC636874 Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 50,576 Heating Gain Cooling Load Attic Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.30 Appliances 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 RADON CONTROL SYSTEM No n o r N o t A p p l i c a b l e Cooling System 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 0.22 Describe other insulated areas 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 R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN042-230 Model Heating System Natrual Gas Lennox Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Electric Make-up Air Select a Type AO Smith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 Seer 200CFM 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): 21,490Residential Load Calculation SEER /EER Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML193UH070 Heating Loss Manufacturer Lennox Natural Gas Output in Tons: 3 Ton50 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. “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 20152 Harvest Dr, Lakeville MN 55044 Stone Cottage Construction, Inc. Brian Christopherson 651.755.7199 brian@stonecottage.com new single family dwelling 4 3 2 3 7 Brian Christopherson Stone Cottage Construction, Inc. 651.755.7199 brian@stonecottage.com University of Minnesota 05.31.2021 Troy Asleson, President - Stone Cottage Construction, Inc.08.27.2018 ______________C00045789 09/19/18 X KP