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Home My WebLink AboutLA169287 - 19739 Henning Ave 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: LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 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 Inspe c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 6 / 0 7 / 2 0 1 9 dm a t h e w s LAKEVILLE, MN 55044 22260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 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 . F L R . D R N . LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 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 f o r U F E R g r o u n d . 3 4 6 4 4 6 2 . 5 4 LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 ( 3 ) 9 - 1 / 2 " L S L p e r E W P p l a n 4 3 . 5 1 0 8 4 . 2 5 2 . 5 2 . 2 5 2 . 2 5 5 . 5 5 5 4 4 4 4 5 5 5 5 P F H P F H P F H P F H F A N F A N F A N LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 - 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 ) . 2.5 2 . 5 2 . 5 2 . 5 55 6 6 5 5 4 4 4 LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 LIC. # BC627670 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 F2 8 ' 2 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 9 F2 4 ' 2 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 F2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 8 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 F1 0 ' 1 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 TJ I B l o c k i n g 5 ' 0 7 / 1 6 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 3- 1 1 . 8 7 5 " L V L - 1 4 ' 1 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l la m ® L V L 3 3 3x 5 P S L 1 0 ' 0 " 3 1 / 2 " x 5 1 / 4 " 1 . 8 E P a r a l l a m ® P S L 1 1 5x 5 P S L 1 0 ' 0 " 5 1 / 4 " x 5 1 / 4 " 1 . 8 E P a r a l l a m ® P S L 1 2 TS 1 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 1 4 2- 1 1 . 8 7 5 " L S L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e rS t r a n d ® L S L 2 2 1- 1 1 . 8 7 5 " L S L - 1 0 ' 1 0 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e rS t r a n d ® L S L 1 1 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 4 Co l u m n B l o c k i n g 1 ' 0 " 5 1 / 2 " x 1 1 7 / 8 " C S B l o c k 1 2 So l i d B l o c k i n g 1 ' 0 " 5 1 / 2 " x 1 1 7 / 8 " C S B l o c k 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 Pl i e s N e t Q t y 3- 9 . 5 " L S L - 1 0 ' 1 0 ' 0 " 1 1 / 2 " x 9 1 / 2 " 1 . 5 E T i m b e r S t r a nd ® L S L 3 3 2- 9 . 5 " L S L - 6 ' 6 ' 0 " 1 1 / 2 " x 9 1 / 2 " 1 . 5 E T i m b e r S t r a n d ® L S L 2 2 2- 9 . 5 " L S L - 4 ' 4 ' 0 " 1 1 / 2 " x 9 1 / 2 " 1 . 5 E T i m b e r S t r a n d ® L S L 2 2 2- 2 x 1 0 - 6 ' 6 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 S t a r t J o i s t L a y o u t H e r e . 1 6 " o / c CS CS CS CS CS CS CS CS CS CS CS CS 2- 9 . 5 " L S L - 4 ' 2- 1 1 . 8 7 5 " L S L - 1 2 ' F 2 8 ' F 2 8 ' F 2 8 ' 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 F 2 8 ' F 2 0 ' F 2 0 ' F 2 0 ' TJ I B l o c k i n g 3- 1 1 . 8 7 5 " L V L - 1 4 ' 1 - 1 1 . 8 7 5 " L S L - 1 0 ' Ri m 3x 5 P S L F 2 0 ' RimRim So l i d B l o c k i n g Ri m Ri m 5x 5 P S L 5x 5 P S L F 1 0 ' Ri m Ro u n d h o l e s l a r g e r t h a n 3 - 5 / 8 " u p t o 7 - 1 / 4 " m a x . i n 1. 5 " x 1 1 - 7 / 8 " 1 . 5 E T i m b e r S t r a n d L S L j o i s t o n l y Ed g e o f l a r g e h o l e s n e e d t o b e a t l e a s t 4 t i m e s t h e d i a m e t e r o f t h e l a r g e s t h o l e (f o r a 7 - 1 / 4 " h o l e , t h e c l o s e s t d i s t a n c e a l l o w e d t o t h e n e x t h o l e i s 2 9 " , e v e n i f t h e n e x t ho l e i s a s m a l l 1 2 " d i a m e t e r h o l e ) . Th e h o l e m u s t b e c e n t e r e d w i t h i n t h e j o i s t v e r t i c a l ly . No s q u a r e o r r e c t a n g u l a r h o l e s No m o r e t h a n ( 2 ) h o l e s b e t w e e n 3 - 5 / 8 " a n d 7 - 1 / 4 " d i am e t e r a l l o w e d p e r s p a n . Se e c h a r t b e l o w f o r m i n i m u m d i s t a n c e f r o m i n s i d e f a ce o f b e a r i n g t o e d g e o f h o l e f o r h o l e s la r g e r t h a n 3 - 5 / 8 " b u t n o t g r e a t e r t h a n 7 . 2 5 " Min i m u m d i s t a n c e f r o m e d g e o f h o l e t o i n s i d e f a c e o f be a r i n g ( e n d o r i n t e r m e d i a t e ) 4" 5" * 6. 5 " * 7 . 2 5 " * 2'- 0 " 2'- 0 " 3 ' - 0 " 3' - 6 " * A l l o w a b l e s p a n s s h o w n i n T B - 7 1 1 m u s t b e re d u c e d b y 9 " w i t h t h e s e s i z e h o l e s 1' 2 1 / 2 " 1' 1 1 " 1' 4" 1' 4 " 1' 3 " 1' 5 " 1' 5 " 1' 3 " 3- 9 . 5 " L S L - 1 0 ' 2- 9 . 5 " L S L - 6 ' 2- 2 x 1 0 - 6 ' TS 1 16 " O . C . F1 6 ' 16 " O . C . F2 8 ' 16 " O . C . F2 4 ' 16 " O . C . F2 0 ' 16 " O . C . LS L J o i s t I n T h i s A r e a 2 T r i m m e r s Customer:Job Name:Address/Lot:Youngfield Homes Knutson & Silk Residence 19739 Henning Ave City, State:Lakeville, MN Plan/Model #:Watkins Job Number:23500Lyman 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:5/15/2019 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 *** 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 I U S 1 . 8 1 / 1 1 . 8 8 1 0 - 1 0 d x 1 - 1 / 2 - 2 - 1 0 d x 1 - 1 /2 N o H2 1 5 S i m p s o n I U S 2 . 0 6 / 1 1 . 8 8 1 0 - 1 0 d x 1 - 1 / 2 - - N o H3 1 S i m p s o n I U S 2 . 3 7 / 1 1 . 8 8 1 0 - 1 0 d x 1 - 1 / 2 - - N o H4 1 S i m p s o n H G U S 4 1 0 4 6 - 1 6 d c o m m o n - 1 6 - 1 6 d d o u b l e s h e a r N o 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 F2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 6 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 5 TJ I B l o c k i n g 1 ' 0 5 / 8 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 R4 0 ' 4 0 ' 0 " 1 1 7 / 8 " T J I ® 3 6 0 1 2 R3 8 ' 3 8 ' 0 " 1 1 7 / 8 " T J I ® 3 6 0 1 5 3- 2 4 " L V L - 2 6 ' 2 6 ' 0 " 1 3 / 4 " x 2 4 " 2 . 0 E M i c r o l l a m ® L V L 3 3 3- 1 4 " L V L - 1 4 ' 1 4 ' 0 " 1 3 / 4 " x 1 4 " 2 . 0 E M i c r o l l a m ® L V L 3 3 1- 1 1 . 8 7 5 " L S L - 2 4 ' 2 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l la m ® L V L 1 1 2- 1 1 . 8 7 5 " L V L - 1 4 ' 1 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l la m ® L V L 2 2 5x 5 P S L 1 2 ' 0 " 5 1 / 4 " x 5 1 / 4 " 1 . 8 E P a r a l l a m ® P S L 1 1 5x 5 P S L 1 0 ' 0 " 5 1 / 4 " x 5 1 / 4 " 1 . 8 E P a r a l l a m ® P S L 1 2 2- 1 1 . 8 7 5 " L S L - 2 0 ' 2 0 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e rS t r a n d ® L S L 2 2 1- 1 1 . 8 7 5 " L S L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e rS t r a n d ® L S L 1 1 1- 1 1 . 8 7 5 " L S L - 6 ' 6 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S tr a n d ® L S L 1 1 2- 7 . 2 5 " L S L - 2 2 ' 2 2 ' 0 " 1 3 / 4 " x 7 1 / 4 " 1 . 5 5 E T i m b e r S t ra 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 2x 8 F l a t B l o c k i n g 1 1 ' 1 " 2 x 8 b l o c k i n g ( 1 1 7 / 8 " j o i s t de p t h ) 1 1 2- 2 x 1 2 - 1 2 ' 1 2 ' 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 3- 9 . 5 " L S L - 1 2 ' 1 2 ' 0 " 1 1 / 2 " x 9 1 / 2 " 1 . 5 E T i m b e r S t r a nd ® L S L 3 3 3- 9 . 5 " L S L - 8 ' 8 ' 0 " 1 1 / 2 " x 9 1 / 2 " 1 . 5 E T i m b e r S t r a n d ® L S L 3 3 2- 9 . 5 " L S L - 6 ' 6 ' 0 " 1 1 / 2 " x 9 1 / 2 " 1 . 5 E T i m b e r S t r a n d ® L S L 2 2 2- 2 x 1 0 - 1 0 ' 1 0 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 3- 2 x 1 0 - 7 ' 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 3 3 2- 2 x 1 0 - 7 ' 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 2- 2 x 1 0 - 6 ' 6 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 2- 2 x 1 0 - 5 ' 5 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 2- 2 x 1 0 - 4 ' 4 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 2- 2 x 1 0 - 3 ' 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 S t a r t J o i s t L a y o u t H e r e . 1 6 " o / c CS CS CS CS CS CS 1- 1 1 . 8 7 5 " L S L - 1 2 ' 1 - 1 1 . 8 7 5 " L S L - 2 4 ' 2- 1 1 . 8 7 5 " L S L - 2 0 ' 2- 7 . 2 5 " L S L - 2 2 ' R i m Ri m Ri m Ri m Ri m Ri m R i m 3- 1 4 " L V L - 1 4 ' R i m Rim 2- 2 x 1 2 - 1 2 ' 3- 9 . 5 " L S L - 8 ' 2 - 2 x 1 0 - 3 ' 2 - 2 x 1 0 - 3 ' 2 - 2 x 1 0 - 5 ' 2- 2 x 1 0 - 6 ' 2- 2 x 1 0 - 1 0 ' 3- 9 . 5 " L S L - 1 2 ' Rim 5x 5 P S L 2- 2 x 1 0 - 4 ' Gi r d e r T r u s s 2- 1 1 . 8 7 5 " L V L - 1 4 ' Ri m 1 - 1 1 . 8 7 5 " L S L - 6 ' TJ I B l o c k i n g 2x 8 F l a t B l o c k i n g E1 A L T F 1 6 ' 5x 5 P S L 5x 5 P S L 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 Ti m 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 fi e 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 . 3 - 2 4 " L V L - 2 6 ' 2- 9 . 5 " L S L - 6 ' 1' 4" H1 H4 3-2x10-7' 1' 3 " 1' 5 " H 3 1' 2 " 1' 7 " 1' 3 " 9" 1' 8 " 3" 9" 1' 0 " 11 " 1' 0 " 1' 0 " 8" 2 - 2 x 1 0 - 7 ' 2 - 2 x 1 0 - 7 ' 2-2x10-4' 5x 5 P S L F1 6 ' 16 " O . C . F1 6 ' 16 " O . C . R4 0 ' 16 " O . C . R3 8 ' 16 " O . C . H2 F2 0 ' 16 " O . C . H2 F l o o r T r u s s e s 36 0 S e r i e s T J I s i n t h i s a r e a 2 T r i m m e r s 3 T r i m m e r s Customer:Job Name:Address/Lot:Youngfield Homes Knutson & Silk Residence 19739 Henning Ave City, State:Lakeville, MN Plan/Model #:Watkins Job Number:23500Lyman 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:5/15/2019 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 P l i e s N e t Q t y 3- 2 x 1 0 - 7 ' 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 3 3 2- 2 x 1 0 - 7 ' 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 2- 2 x 1 0 - 5 ' 5 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 2- 2 x 1 0 - 4 ' 4 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 2- 2 x 1 0 - 3 ' 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 2-2x10-4'2-2x10-4' Gi r d e r T r u s s Gi r d e r T r u s s 2- 2 x 1 0 - 7 ' 2- 2 x 1 0 - 7 ' 2- 2 x 1 0 - 3 ' 3- 2 x 1 0 - 7 ' 2- 2 x 1 0 - 5 ' 2 T r i m m e r s Customer:Job Name:Address/Lot:Youngfield Homes Knutson & Silk Residence 19739 Henning Ave City, State:Lakeville, MN Plan/Model #:Watkins Job Number:23500Lyman 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:5/15/2019 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 *** Print Name: Signed: Nick Hanson I hereby certify that this plan, specification or report was prepared byme or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of Minnesota. License Number:1-1-19 46665Date: 5%12'1(&4#9+0)5 THESE CAST-IN-PLACE CONCRETE FOUNDATION WALL GUIDELINE DRAWINGS ARE PREPARED AND CERTIFIED BY THE HANSON GROUP IN COMPLIANCE WITH THE MINNESOTA RESIDENTIAL CODE. THESE DRAWINGS CONTAIN STRUCTURAL INFORMATION FOR USE IN THE CONSTRUCTION OF STANDARD C.I.P. CONCRETE FOUNDATIONS FOR TYPICAL RESIDENTIAL CONDITIONS. THIS INFORMATION IS RELEVANT TO THE CONCRETE CONTRACTOR, THE GENERAL CONTRACTOR, AND THE FRAMING CONTRACTOR. THESE DRAWINGS EXPIRE ON DECEMBER 31, 2019. (170&#6+10)7+&' &4#9+0)+0&': SCOPE, INDEX, & CERTIFICATION S0 USE GUIDELINES AND MATERIALS S1 GENERAL NOTES S2 STEP FOOTING DETAIL S3 WALKOUT WALL DETAIL S4 LOOKOUT/KNEE WALL DETAIL S5 EXTERIOR LOW GRADE FOUNDATION DETAIL S6 BASEMENT WALL DETAIL S7 BASEMENT WALL VERTICAL REINFORCING TABLE S8 BRICK LEDGE DETAILS S9 FLOOR MEMBER BEARING DETAIL AND CONNECTION TABLE S10 BASEMENT WALL ANCHOR SPACING TABLE S11 NON-BEARING WALL JOIST BLOCKING DETAIL S12 NON-BEARING WALL TRUSS BLOCKING DETAIL S13 WINDOW WELL DETAIL S14 STEPPING DOWN WALL WITH GRADE DETAIL S15 COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 150 9.001 January 1, 2019 S0 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 SCOPE, INDEX, & CERTIFICATION 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 &4#9+0)75')7+&'.+0'5#0&.+/+6#6+105 THE CONTRACTOR LISTED IN THE TITLE BLOCK BELOW IS LICENSED BY THE HANSON GROUP TO USE THIS PACKET WITHIN THESE LIMITATIONS NOTED FOR PROJECTS WHICH THE LICENSEE IS DIRECTLY RESPONSIBLE. THE LICENSEE MAY RELEASE THIS PACKET TO ITS SUB-CONTRACTORS AND CLIENTS FOR USE IN THE PROCUREMENT OF BUILDING PERMITS FOR PROJECTS WHICH THE LICENSEE IS USING THESE DRAWINGS. THE FOUNDATION GUIDELINES ARE TO BE ISSUED TO THE APPROPRIATE BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR APPROVED PROCEDURE FOR USE BY THE BUILDING AGENCY DURING PLAN REVIEW AND INSPECTIONS. .+/+6#6+105 1. BASEMENT FOUNDATION WALLS TEN FOOT OR LESS IN CLEAR HEIGHT (FROM TOP OF FLOOR SLAB TO TOP OF CONCRETE WALL AT SILL PLATE BEARING-NOT NECESSARILY BASEMENT CEILING HEIGHT). 2. STRUCTURE HEIGHT IS NOT TO EXCEED TWO STORIES ABOVE THE BASEMENT. 3. OVERALL BUILDING IS ASSUMED TO FALL WITHIN THE PRESCRIPTIVE LIMITATIONS OF THE CODE. A SITE SPECIFIC PLAN REVIEW HAS NOT BEEN PERFORMED. 5647%674'5%105647%6'&1(911&(.114911&411(#0&911&9#..510.;0124'%#5614 5647%674#.%10%4'6'$'#4+0)10(170&#6+109#..5+52'4/+66'& 5. EXTERIOR GRADE SLOPING DOWN AND AWAY FROM THE FOUNDATION WALLS. 6. ANY CASE BEYOND THE ABOVE NOTED ITEMS REQUIRES SEPARATE AND SPECIFIC STRUCTURAL ENGINEERING DOCUMENTS. %1.&9'#6*'4)7+&'.+0'5 1. THE CONTRACTOR AND CONCRETE SUPPLIER ARE TO WORK TO OBTAIN A MIX DESIGN WHICH WILL ADEQUATELY PERFORM UNDER THE EXPECTED CONSTRUCTION CONDITIONS. THE USE OF ADDITIONAL CEMENT, HIGH-EARLY STRENGTH CONCRETE, AND/OR ACCELERATOR IS RECOMMENDED AT TEMPERATURES AND CONDITIONS EXPECTED LESS THAN TWENTY DEGREES F. 2. DELIVER CONCRETE WARM AND IN A TIMELY MANNER. PLACE CONCRETE EARLY IN THE DAY WHEN POSSIBLE. 3. DO NOT ADD ADDITIONAL WATER TO THE CONCRETE. THE USE OF WATER REDUCING AGENTS IS RECOMMENDED WHEN WORKABILITY CONCERNS EXIST. NO CONCRETE IS TO BE PLACED ON SNOW OR IN CONTACT WITH FROZEN MATERIALS. 4. REBAR DOES NOT NEED TO BE PRE-HEATED, BUT IS TO BE FREE OF FROST, SNOW, AND ICE. 5. BLANKETS OR OTHER ACCEPTED PROTECTION IS HIGHLY RECOMMENDED FOR THE TOP 24" OF THE WALLS WHEN THE AIR TEMPERATURE IS LESS THAN TEN DEGREES F AND FOR THE FULL HEIGHT OF THE WALL WHEN THE AIR TEMPERATURE IS LESS THAN ZERO DEGREES F. **THE ABOVE COLD WEATHER GUIDELINES ARE GENERAL RECOMMENDATIONS AND ALL ACI COLD WEATHER REQUIREMENTS ARE TO BE FOLLOWED AT THE RESPONSIBILITY OF THE LICENSEE. /#6'4+#.5 CONCRETE WALLS: F'c = 3000 PSI @ 28 DAYS MIX DESIGN AND PROPORTIONED BY CONCRETE SUPPLIER CONCRETE FOOTINGS: F'c = 5000 PSI @ 28 DAYS (OR 3000 PSI WITH AN APPROVED ADMIXTURE THAT PROVIDES A WATER AND VAPOR RESISTANCE AT LEAST OR EQUIVALENT TO 5000 PSI CONCRETE. AGGREGATE: FOOTINGS - 1 12" MAX. WALLS/SLABS - 34" MAX. REINFORCING STEEL: #4- BARS - ASTM A615 GRADE 40 #5+ BARS - ASTM A615 GRADE 60 TREATED SILL PLATE: SYP GRADE #2 OR BETTER ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF MINIMUM '37+8#.'064'$#46#$.' FOR BUNDLED HORIZONTAL BARS (2)#4 = (1)#6 (3)#4 = (2)#5 (3)#5 = (2)#6 COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 151 9.001 January 1, 2019 S1 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 DRAWING LIMITATIONS & MATERIALS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )'0'4#.016'5 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2,250 PSI. IN ADDITION, DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE LATERALLY SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. STRIP FOOTING MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 112" DEEP BY 312" WIDE BY CONTINUOUS KEYWAYS MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2", HOWEVER, A MINIMUM OF 2" OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE ON EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWN AND AWAY FROM THE STRUCTURE A MINIMUM OF 6" WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINAGE OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE, WATER-PROOFING, CONTROL JOINTS, FLASHING, AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. OVERALL WALL THICKNESS MAY VARY BY UP TO 12" FROM THAT SHOWN ON THE DRAWINGS. 9. REINFORCING PLACEMENT TOLERANCE IS NOT TO EXCEED 12". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10.PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL AS LONG AS A 2" MINIMUM CLEAR COVER IS ACHIEVED ON ALL SIDES. 11.REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12.DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5" INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13.THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF VERY MINOR FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14.SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" TO 12" OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS. TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. BUILDING DESIGNER IS TO ACCOMMODATE LOAD PATH FOR ANY VERTICAL LOAD TRANSFER OVER A SILL PLATE OVERHANG CONDITION. 15.ANCHOR BOLTS 12" DIAMETER OR LARGER ARE NOT REQUIRED TO BE CORROSION PROTECTED INACCORDANCE WITH CODE SECTION R317.3.1 EXCEPTION 1. 16.ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17.FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18.CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS, AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS AS REQUIRED, BASED ON PLACEMENT CONDITIONS TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING IS ACHIEVED. 19.TOP AND BOTTOM OF FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED PRIOR TO BACKFILLING. MEANS AND METHODS OF LATERAL SUPPORT ARE BY OTHERS. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 152 9.001 January 1, 2019 S2 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 GENERAL NOTES 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 (2) #4 HORIZONTAL BARS BOTH TOP & BOTTOM EXTENDED AT LEAST 24" BEYOND EACH END OF STEP STABLE BANK HIGH FOOTING MAY BE EXTENDED PROVIDED BARS ARE PLACED AS SHOWN HORIZ. BARS TOP & BOTTOM 6" MIN THICK CONCRETE FOUNDATION, SEE OTHER DETAILS FOR MORE INFO OPTIONAL CONTROL JOINT AT EACH END OF STEP 72" MAX SPAN EQ.EQ. 24 " M I N &'6#+.$ 3" M I N T Y P CONCRETE STRIP FOOTING 11 B &'6#+.# 36" MIN STEP 2 x STEP ST E P NOTE: DO NOT LOCATE CONCENTRATED LOADS IN EXCESS OF 2,000 PLF OR 10,000 POUNDS ABOVE STEP LOCATIONS SHOWN REAR FROST WALL LOOKOUT WALL FULL HEIGHT WALL GARAGE FROST WALL ELEVATION SHOWN FOR REPRESENTATION PURPOSES ONLY -MAY NOT APPLY'.'8#6+10 STEP SPACING REQUIREMENTS A TYP. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 153 9.001 January 1, 2019 S3 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 STEP FOOTING DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 154 9.001 January 1, 2019 S4 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 WALKOUT WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. 3' - 0 " M A X G R A D E H E I G H T AB O V E T O P O F S L A B #4 x 2'-0" DOWELS (5" MIN. EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL) OR 36" O.C. (SANDY-CLAY SOIL) OR 24" O.C. (CLAY SOIL) DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED 6" MIN. THICK C.I.P. CONCRETE FOUNDATION WALL SLOPE GRADE AWAY FROM FOUNDATION 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALL FRAMING & SILL PLATE BY OTHERS SLAB-ON-GRADE BY OTHERS UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2'-6" MAX UNBALANCED BACKFILL) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 155 9.001 January 1, 2019 S5 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 LOOKOUT/KNEE WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6' - 0 " M A X WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0" 1'-0 " NO H O O K S @ 3 ' - 0 " O R L E S S GRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTILIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 156 9.001 January 1, 2019 S6 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 UNBALANCED FOUNDATION DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" MIN. C L E A R H E I G H T BA C K F I L L H E I G H T 112" CLEAR UNREINFORCED CONCRETE STRIP FOOTING 2'4%1&'14$;$7+.&+0) &'5+)0'4, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE %.'#4*'+)*61(Ä14.'55 (2)#4xCONT. HORIZONTAL BARS %.'#4*'+)*61(Ä14/14' (3)#4xCONT. HORIZONTAL BARS )'0'4#.564+2(116+0)5+<')7+&' ONE-STORY STRUCTURE 16" WIDE x 8" THICK 20" WIDE x 8" THICK TWO-STORY STRUCTURE 20" WIDE x 8" THICK 26" WIDE x 8" THICK 2000 PSF SOIL 1500 PSF NOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS CONCRETE SLAB-ON-GRADE PLACED TIGHT TO FOUNDATION WALL #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 157 9.001 January 1, 2019 S7 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 BASEMENT WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth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c = 4 , 0 0 0 P S I *3 6 " *3 6 " *3 6 " *3 6 " *3 6 " *3 6 " 36 " 36 " 36 " 36 " 36 " 36 " 36 " 36 " 24 " 24 " 2 4 " 24 " SA N D ( 3 0 P S F / F T ) WA L L T H I C K N E S S SA N D Y C L A Y ( 4 5 P S F / F T ) WA L L T H I C K N E S S CL A Y ( 6 0 P S F / F T ) WA L L T H I C K N E S S #6 @ 2 4 " = # 5 @ 1 8 " = # 4 @ 1 2 " ( G R A D E 6 0 ) = # 4 @ 8 " ( G R A D E 4 0 ) (1 ) # 6 = ( 2 ) # 4 ( G R A D E 6 0 ) #6 @ 3 6 " = # 5 @ 2 4 " = # 4 @ 1 8 " ( G R A D E 6 0 ) = # 4 @ 1 2 " ( G R A D E 4 0 ) COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 158 9.001 January 1, 2019 S8 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 VERTICAL REINFORCING TABLE 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S7 WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 16" HIGH MAX x 6" THICK MIN STEM 6" MI N WOOD FLOOR SYSTEM BY OTHERS FRAMING BY OTHERS 6" MIN THICK STEM #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL FOUNDATION WALL SEE S7 VENEER OR SLAB-ON-GRADE BY OTHERS 12 " VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S4 OR S5 FRAMING BY OTHERS 16" HIGH MAX x 4" THICK MIN STEM THICKNESS TO MATCH SILL PLATE 6" 3' - 0 " M A X VENEER OR SLAB-ON-GRADE BY OTHERS FOUNDATION WALL SEE S6 SLAB-ON-GRADE FRAMING BY OTHERS 6" MIN THICK STEM DETAIL @ HIGH GRADE SIM @ NON-BEARING DETAIL @ LOOKOUT SIM @ FROST WALL DETAIL @ FROST WALLS w/ LOW GRADE DETAIL @ LOW GRADE SIM @ NON-BEARING 112"CLEAR MI N MA X #4 DOWELS @ 36" O.C. EMBEDDED 24" INTO LOWER WALL (CENTER IN STEMWALL) SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION SLOPE GRADE AWAY FROM FOUNDATION NOTE: INCREASE STRIP FOOTING WIDTH AT ALL WALLS SUPPORTING MORE THAN 6'-0" OF VENEER. WIDTH TO INCREASE BY THICKNESS OF VENEER MULTIPLIED BY NUMBER OF STORIES. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 159 9.001 January 1, 2019 S9 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 BRICK LEDGE DETAILS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6" 12"Ø ANCHOR BOLTS w/ NUT & 18" THICKx 2"Ø OR SQUARE WASHER SEE S11 FOR SPACING (7" EMBED MIN) -METAL STRAP ANCHORS TO BE INSTALLED AT MANUFACTURER EQUIVALENT SPACING FLOOR SYSTEM, TYPE, SIZE, AND SPACING TO BE DETERMINED BY OTHERS RIM BOARD OR BRACING MATERIAL BY OTHERS 2x6 SILL PLATE MINIMUM FLOOR TO SILL CONNECTION AT EACH MEMBER SEE TABLE BELOW WASHER TO BE COUNTERSUNK FLUSH w/ TOP OF SILL PLATE SEE FULL HEIGHT WALL SECTION ON S7 FOR FOUNDATION WALL REQUIREMENTS SLOPE GRADE AWAY FROM FOUNDATION MI N 64755,1+56%100'%6+10(14(7..*'+)*69#..5 $#%-(+..6;2'CLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS MECHANICAL CLIPS : SIMPSON A35/USP MPA1 14USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS MECHANICAL CLIPS : SIMPSON FWANZ* 14 USP LJQ** 14 (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1510 9.001 January 1, 2019 S10 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 FLOOR BEARING CONNECTIONS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 #0%*14$1.6#0&010Ä$'#4+0)9#..$.1%-+0)52#%+0)(14(7..*'+)*69#..5 ALTERNATIVE TO CODE TABLE R404.1.(1) $#%-(+..6;2' CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 72" * 12"Ø EPOXIED THREADED ROD w/ 6" EMBED MAY BE USED AT SPACING SHOWN SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 72" 48" 60" 72" 48" 60" 72" 36" 48" 72" 36" 36" 72" 72"72" 48" 24" 24" #.6'40#6+8'#0%*1452#%+0)(14(7..*'+)*69#..5 ALTERNATIVE TO CODE TABLE R404.1.(1) $#%-(+..6;2'CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1511 9.001 January 1, 2019 S11 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 ANCHOR SPACING TABLES 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NA I L S H E A T H I N G T O B L O C K I N G / J O I S T S 0. 1 3 1 Ø x 3 " L O N G N A I L S @ 6 " O . C . ST R U C T U R A L R I M B O A R D B Y O T H E R S TY P E D C O N N E C T O R @ B L O C K I N G S E E S1 0 2 x 6 M I N SI L L P L A T E FO U N D A T I O N W A L L S E E O T H E R S H E E T S FO R A N C H O R S & W A L L I N F O SL O P E G R A D E A W A Y F R O M FO U N D A T I O N IF R E Q U I R E D , P R O V I D E 2 x 4 M I N SP A C E R S U N T I L S P A C E S I N W H I C H F U L L HE I G H T B L O C K I N G C A N B E I N S T A L L E D , TO E N A I L T O F L O O R M E M B E R S E A C H E N D w/ ( 1 2 ) 0 . 1 3 1 " Ø x 3 " L O N G N A I L S FR A M I N G BY O T H E R S OP T I O N A L O P E N S P A C E A S S H O W N O R SH I F T F U L L H E I G H T B L O C K I N G PR O V I D E B L O C K I N G AS R E Q U I R E D T O A C H I E V E NA I L I N G S H O W N . ( M I N 2 SP A C E S ) B L O C K I N G H E I G H T TO M A T C H J O I S T D E P T H & BE O F L U M B E R , I - J O I S T , O R OT H E R M A N U F A C T U R E D MA T E R I A L A T T A C H BL O C K I N G T O J O I S T S w / T O E NA I L S E A C H E N D JO I S T S B Y O T H E R S SE E S 1 1 F O R S P A C I N G O F BL O C K I N G S Y S T E M S H O W N NO T E S : 1. M A I N L E V E L F L O O R S H E A T H I N G T O B E 3 4 " P L Y W O O D / O S B P L A C E D I N S T A G G E R E D P A T T E R N N A I L E D w / 0 . 1 3 1 " Ø x 3" L O N G N A I L S @ 6 " O . C . A T P A N E L S E D G E S & @ 1 2 " O . C . @ P A N E L I N T E R I O R S U P P O R T S O F E Q U I V A L E N T . 2. N A I L S I N B L O C K I N G A R E T O B E P L A C E D S U C H T H A T T H E W O O D D O E S N O T S P L I T . 3. B L O C K I N G M E M B E R S S H O W N M A Y B E R E P L A C E D W I T H P R E - M A N U F A C T U R E D T R U S S S T Y L E O R F U L L D E P T H ME M B E R B L O C K I N G S U C H A S I - J O I S T O R L V L D E S I G N E D F O R 1 , 5 0 0 P O U N D L A T E R A L C O M P R E S S I V E L O A D . NA I L I N G S H O W N I S T O B E U S E D A T M I N I M U M . 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S . I F R E Q U I R E D U S E A D D I T I O N A L 2 x 4 S P A C E R S A S SH O W N I N F I R S T S P A C E . 5. H O L E S M A Y B E I N S T A L L E D I N B L O C K I N G I F R E Q U I R E D U P T O 4 " I N D I A M E T E R , M A I N T A I N 3 " E D G E D I S T A N C E . COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1512 9.001 January 1, 2019 S12 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 NON BEARING JOIST BLOCKING DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 NA I L S H E A T H I N G T O B L O C K I N G / T R U S S E S w/ ( 1 2 ) 0 . 1 3 1 " Ø x 3 " L O N G N A I L S DU C T / M E C H A N I C A L ( A S R E Q U I R E D ) BY O T H E R S FR A M I N G BY O T H E R S 0. 1 3 1 Ø x 3 " L O N G NA I L S @ 6 " O . C . RI M T R U S S BY O T H E R S TO P N A I L R I M T O S I L L w/ M I N O F ( 1 2 ) 0 . 1 3 1 Ø x 3" L O N G N A I L S E A C H SI D E O F B L O C K I N G O R TY P E D C O N N E C T O R @ BL O C K I N G S E E S 1 0 2 x 6 M I N SI L L P L A T E FO U N D A T I O N W A L L S E E OT H E R S H E E T S F O R AN C H O R S & W A L L I N F O SL O P E G R A D E A W A Y F R O M FO U N D A T I O N IF R E Q U I R E D , P R O V I D E 2 x 4 M I N S P A C E R S TO P & B O T T O M A T M E C H A N I C A L U N T I L SP A C E S I N W H I C H B L O C K I N G C A N B E IN S T A L L E D , T O E N A I L T O F L O O R M E M B E R S w/ ( 2 ) 0. 1 3 1 Ø x 3 " L O N G N A I L S 3/ 4 " P L Y W O O D / O S B O N E S I D E OF B L O C K I N G w / ( 6 ) 0. 1 3 1 Ø x 3 " L O N G N A I L S T O P & B O T T O M OR 1 / 2 " P L Y W O O D / O S B E A C H SI D E O F B L O C K I N G E A C H w / (4 ) 0. 1 3 1 Ø x 3 " L O N G N A I L S T O P & B O T T O M PR O V I D E 2 x 4 M I N B L O C K I N G TO P & B O T T O M O F T R U S S E S AS R E Q U I R E D T O A C H I E V E NA I L I N G S H O W N . IN S T A L L w / ( 2 ) 0. 1 3 1 Ø x 3 " LO N G T O E N A I L S TR U S S E S B Y O T H E R S NO T E S : 1. M A I N L E V E L F L O O R S H E A T H I N G T O B E 3 4 " P L Y W O O D / O S B P L A C E D I N S T A G G E R E D P A T T E R N N A I L E D w / 0 . 1 3 1 " Ø x 3 " LO N G N A I L S @ 6 " O . C . A T P A N E L S E D G E S & @ 1 2 " O . C . @ P A N E L I N T E R I O R S U P P O R T S O F E Q U I V A L E N T . 2. N A I L S I N B L O C K I N G A R E T O B E P L A C E D S U C H T H A T T H E W O O D D O E S N O T S P L I T . 3. B L O C K I N G M E M B E R S S H O W N M A Y B E R E P L A C E D W I T H P R E - M A N U F A C T U R E D T R U S S S T Y L E O R F U L L D E P T H M E M B E R BL O C K I N G S U C H A S I - J O I S T O R L V L D E S I G N E D F O R 1 , 5 0 0 P O U N D L A T E R A L C O M P R E S S I V E L O A D . N A I L I N G S H O W N I S T O BE U S E D A T M I N I M U M . 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S . I F R E Q U I R E D U S E A D D I T I O N A L 2 x 4 S P A C E R S A S SH O W N I N F I R S T S P A C E . 5. H O L E S M A Y B E I N S T A L L E D I N B L O C K I N G I F R E Q U I R E D U P T O 4 " I N D I A M E T E R , M A I N T A I N 3 " E D G E D I S T A N C E . SE E S 1 1 F O R S P A C I N G O F BL O C K I N G S Y S T E M S H O W N COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1513 9.001 January 1, 2019 S13 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 NON-BEARING TRUSS BLOCKING DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 10 ' - 0 " M A X 3'- 8 " M A X 2'- 6 " M I N O P E N I N G 1'- 6 " M I N 3'-0" EACH WAY MIN 1 1 2 " T Y P SLOPE GRADE AWAY FROM FOUNDATION #4 HORIZONTAL BARS @ 12" O.C. CENTERED IN WALLS LAP AROUND CORNERS AND HOOK INTO FOUNDATION WALL @ EACH SIDE (REFER TO S7 FOR HORZ. BAR REQUIREMENTS w/ 8" C.I.P. WALLS) 6" MIN C.I.P. CONCRETE WALL #4 VERTICAL BARS @ EACH OUTSIDE CORNER OF WELL (1)#4 x2'-0" DOWEL @ EACH OUTSIDE CORNER OF WELL (5" MIN EMBED) 12" WIDE x 8" THICK MIN STRIP FOOTING (1) #4 HORIZONTAL BAR AT TOP OF WALL (2) #4 HORIZONTAL BARS TOP & BOTTOM OF LINTEL EXTEND 24" MIN PAST OPENING EACH END (WOOD OR STEEL OPTION BY OTHERS) WALL BEYOND PLACE (2) #4 VERTICAL BARS FULL HEIGHT AND ONE ANCHOR w/IN 12" OF OPENING EACH END 8" MIN C.I.P. CONCRETE WALL SLAB-ON-GRADE UNREINFORCED CONCRETE STRIP FOOTING SEE FULL HEIGHT WALL SECTION S7 LOOKOUT WALL SEE S5 GRANULAR MATERIAL (SAND) SLOPE WINDOW WELL LADDER/ ESCAPE MEANS BY OTHERS 5'-0" EACH WAY MAX FLOOR SYSTEM BY OTHERS (DO NOT PLACE GIRDERS OR BEAMS OVER CONCRETE LINTEL DESIGNED FOR 1500 PLF) IF C O N C R E T E OPTIONAL RIGID INSULATION w/IN WINDOW WELL AT THE DISCRETION OF THE BUILDER FOR ADDITIONAL FROST PROTECTION AS REQUIRED PER SITE DESIGN 6" MIN. COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1514 9.001 January 1, 2019 S14 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 WINDOW WELL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRADE L I N E 9' - 4 " M A X . 6' - 0 " M A X . 4' - 0 " M A X . SE E B A S E M E N T W A L L D E T A I L SE E L O O K O U T W A L L D E T A I L SI M . CO N S T R U C T S I M . L O O K O U T W A L L w/ M I N . ( 2 ) # 4 H O R I Z . B A R S 3 MIN. 1 S7 S5 S5 SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2019© City: ofSheet: Drawing Date: Project Number: 1515 9.001 January 1, 2019 S15 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 STEPPING DOWN WALL WITH GRADE &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) 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 ventila‐ tors (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 con‐ tinuous 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. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) 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. Section C Ventilation Fan Description Location Continuous Intermittent 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 Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. 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. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 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. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 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) One or multiple power vent or direct vent appliances or no combustion 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 atmospherically 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 balanced 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 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 be included.) 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 fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >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. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: 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. 5 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. 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) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is 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 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 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 minus 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 divided 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 multiplied by the square 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. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for Country Joe Homes 19739 Henning Ave Lakeville, MN 55044 Prepared By: 16411 Aberdeen St E Air Mechanical Ham Lake, MN 55304 Monday, April 29, 2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Monday, April 29, 2019 Client Name:Country Joe Homes Client Address:19739 Henning Ave Client City:Lakeville, MN 55044 Company Name:Air Mechanical Company Representative:16411 Aberdeen St E Company Address:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces North Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:1,255 CFM Per Square ft.:0.274 Square ft. of Room Area:4,582 Square ft. Per Ton:1,468 Volume (ft³):29,374 Building Loads Total Heating Required Including Ventilation Air:80,434 Btuh 80.434 MBH Total Sensible Gain:28,200 Btuh 75 % Total Latent Gain:9,244 Btuh 25 % Total Cooling Required Including Ventilation Air:37,444 Btuh 3.12 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.370 AC/hr 0.190 AC/hr 181 CFM 93 CFM Infiltration Actual:0.315 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 29,374 X 29,374 9,267 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:154 CFM 0 CFM Total Building Ventilation:95 CFM 95 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.370 AC/hr (181 CFM), Construction: Average Summer Infiltration Specified:0.190 AC/hr (93 CFM), Construction: Average C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 408.4 215 218 218 2--7 2-Main Level Built-In 0 750 0.01 0.1 480.5 356 566 566 6--6 3-Upper Level Built-In 0 750 0.01 0.1 479 318 470 470 5--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 836.4 889 1,255 1,255 12x18 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:889 Cooling Flow:1255 C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,481.0 sq.ft.Supply Air:218 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.1 AC/hr Volume:11,848 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:2 Actual Winter Vent.:23 CFM Runout Air:109 CFM Percent of Supply.:11 % Runout Duct Size:7 in.Actual Summer Vent.:17 CFM Runout Air Velocity:408 ft./min.Percent of Supply:8 % Runout Air Velocity:408 ft./min.Actual Winter Infil.:17 CFM Actual Loss:0.085 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 N -Wall-15B0-10sf-8 50 X 8 400 0.050 4.4 1,740 0.0 0 0 E -Wall-15B0-10sf-8 46 X 8 368 0.050 4.4 1,601 0.0 0 0 S -Wall-12F-0bw 50 X 8 338.8 0.065 5.7 1,916 0.6 0 211 W -Wall-15B0-10sf-8 46 X 8 368 0.050 4.4 1,601 0.0 0 0 S -Gls-4a shgc-0.28 0%S 26.2 0.290 25.2 662 16.8 0 441 S -Gls-4a shgc-0.28 0%S (2)35 0.290 25.2 884 16.8 0 588 Floor-21A-20 1 X 1481 1481 0.027 2.3 3,479 0.0 0 0 Subtotals for Structure:11,883 0 1,240 Infil.: Win.: 17.4, Sum.: 0.0 400 4.038 1,615 0.000 0 0 Ductwork:1,265 0 AED Excursion:26 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:1,100 1,800 Lighting:400 1,364 Room Totals:14,763 1,300 4,660 C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,481.0 sq.ft.Supply Air:566 CFM Ceiling Height:9.0 ft.Supply Air Changes:2.5 AC/hr Volume:13,329 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:6 Actual Winter Vent.:38 CFM Runout Air:94 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:43 CFM Runout Air Velocity:481 ft./min.Percent of Supply:8 % Runout Air Velocity:481 ft./min.Actual Winter Infil.:75 CFM Actual Loss:0.144 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 N -Wall-12F-0bw 50 X 9 366.5 0.065 5.7 2,073 0.6 0 229 E -Wall-12F-0bw 46 X 9 347 0.065 5.7 1,962 0.6 0 217 S -Wall-12F-0bw 50 X 9 343 0.065 5.7 1,940 0.6 0 214 W -Wall-12F-0bw 46 X 9 414 0.065 5.7 2,341 0.6 0 258 N -Door-11N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.28 100%S (2)14 0.290 25.2 354 9.4 0 132 N -Gls-4a shgc-0.28 100%S (2)27.5 0.290 25.2 694 9.4 0 258 E -Gls-4a shgc-0.28 0%S 26 0.290 25.2 656 30.2 0 786 E -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 30.3 0 242 S -Gls-4a shgc-0.28 0%S (2)27.5 0.290 25.2 694 16.8 0 462 E -Gls-4a shgc-0.28 0%S (2)33 0.290 25.2 832 30.2 0 998 S -Gls-4a shgc-0.28 0%S (3)49.5 0.290 25.2 1,248 16.8 0 831 S -Gls-4a shgc-0.28 0%S (2)30 0.290 25.2 756 16.8 0 504 Subtotals for Structure:15,378 0 5,599 Infil.: Win.: 75.1, Sum.: 0.0 1,728 4.037 6,976 0.000 0 0 Ductwork:2,094 0 AED Excursion:67 People: 200 lat/per, 230 sen/per:1 200 230 Equipment:2,800 3,800 Lighting:700 2,387 Room Totals:24,448 3,000 12,083 C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 Detailed Room Loads - Room 3 - Upper Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,620.0 sq.ft.Supply Air:470 CFM Ceiling Height:8.0 ft.Supply Air Changes:2.2 AC/hr Volume:12,960 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:5 Actual Winter Vent.:34 CFM Runout Air:94 CFM Percent of Supply.:7 % Runout Duct Size:6 in.Actual Summer Vent.:36 CFM Runout Air Velocity:479 ft./min.Percent of Supply:8 % Runout Air Velocity:479 ft./min.Actual Winter Infil.:62 CFM Actual Loss:0.143 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 N -Wall-12F-0bw 50 X 8 333.8 0.065 5.7 1,887 0.6 0 208 E -Wall-12F-0bw 39 X 8 312 0.065 5.7 1,764 0.6 0 195 S -Wall-12F-0bw 50 X 8 347 0.065 5.7 1,962 0.6 0 217 W -Wall-12F-0bw 39 X 8 297 0.065 5.7 1,680 0.6 0 185 N -Gls-4a shgc-0.28 100%S (4)60 0.290 25.2 1,512 9.3 0 560 N -Gls-4a shgc-0.28 100%S 6.2 0.290 25.2 158 9.4 0 59 S -Gls-4a shgc-0.28 0%S (3)45 0.290 25.2 1,134 16.8 0 756 S -Gls-4a shgc-0.28 0%S (2)8 0.290 25.2 202 16.8 0 134 W -Gls-4a shgc-0.28 0%S 15 0.290 25.2 378 30.2 0 453 UP-Ceil-16B-44 1620 X 1 1620 0.022 1.9 3,101 1.1 0 1,746 Floor-20P-30 1 X 139 139 0.035 3.0 423 0.3 0 44 Subtotals for Structure:14,201 0 4,557 Infil.: Win.: 61.9, Sum.: 0.0 1,424 4.037 5,749 0.000 0 0 Ductwork:1,869 0 AED Excursion:56 People: 200 lat/per, 230 sen/per:4 800 920 Equipment:1,800 2,800 Lighting:500 1,705 Room Totals:21,819 2,600 10,038 C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 8 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 Lower Level 1,481 14,763 215 2-7 408 4,660 1,300 218 218 2 Main Level 1,481 24,448 356 6-6 481 12,083 3,000 566 566 3 Upper Level 1,620 21,819 318 5-6 479 10,038 2,600 470 470 Ventilation 8,821 1,419 2,344 Humidification 5,355 Return Duct 5,228 0 0 System 1 total 4,582 80,434 889 28,200 9,244 1,255 1,255 System 1 Main Trunk Size:12x18 in. Velocity:836 ft./min Loss per 100 ft.:0.095 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:3.12 75% / 25%28,200 9,244 37,444 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\slykke\Desktop\19739 Henning Ave.rh9 Monday, April 29, 2019, 8:23 AM Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Place your logo here Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted 4/29/2019 Mailing Address of the Dwelling or Dwelling Unit City 19739 Henning Ave Lakeville Name of Residential Contractor MN License Number Country Joe Homes BC627670 THERMAL 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 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-15 X Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Rim Joist (2nd Floor+)R-20 X Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned area R-30 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: 0.29 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.28 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 Natural gas Electric Electric Passive Manufacturer BRYANT Steffes BRYANT Powered Model 912SC48100 STFH080C2X045 BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:100,000 Capacity in Gallons: 80 Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%92%SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load 80,434 28,200 37,444 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 X Not required per mech. code Select Type RENEW AIRE EV-200 (BALANCED)Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 100 High:200 Location of duct or system: Balanced Ventilation capacity in cfms:FLEX MECH ROOM Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " FLEX OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 0 5 / 2 4 / 1 9 X K P