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HomeMy WebLinkAboutLA163402 - 19703 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 YOUNGFIELD HOMES COUNTRY JOE HOMES 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 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 8 / 0 7 / 2 0 1 8 d m a t h e w s LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 Secure door closed until deck isconstructed with a separate permit. LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES 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 . 6 2 . 7 5 Top ofConnections 3 . 2 5 3 . 2 5 3 . 2 5 4 ( 3 ) 2 x 1 0 m i n i m u m f o r p o i n t l o a d f r o m b e a m h a n g e r LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 ( 2 ) 1 4 " L V L p e r E W P p l a n T E M P E R 5 5 5 4 4 8 5 5 5 4 4 3 . 2 5 3 . 2 5 Shearwall S h e a r w a l l Connections 1 3 S h e a r w a l l 3 3 . 5 3 1 8 9 P F H P F H LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES 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 ) . S h e a r w a l l Connections 1 3 4 4 4 4 4 4 3 . 2 5 3 . 2 5 LAKEVILLE, MN 5504422260 DODD BLVD. Phone (952) 469-4066 YOUNGFIELD HOMES COUNTRY JOE HOMES LIC. # BC627670 LAKEVILLE, MN 5504422260 DODD BLVD. 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'  5 6 7 & 5 ( . 1 1 4 5 ; 5 6 ' / % 1 0 % 4 ' 6 ' ( 1 7 0 & # 6 + 1 0 $ ' . 1 9 # . 6 ' 4 0 # 6 '   * 1 . & 1 9 0 # . 6 ' 4 0 # 6 '  4 # + 5 ' &  * 1 . & 1 9 0 % 1 0 % 4 ' 6 ' ( 1 7 0 & # 6 + 1 0 $ ' . 1 9 5 + / 2 5 1 0  * 6 6  * 1 . & 1 9 0  # 0 % * 1 4  # 6 . 1 % # 6 + 1 0 5  5 * 1 9 0  Y     Œ  Z      . 1 0 ) 5 + / 2 5 1 0  6 + 6 ' 0  * & 5 % 4 ' 9 Ä + 0  # 0 % * 1 4 5 + / 2 5 1 0  5 6 * &    ' / $ ' & & ' &  * 1 . & 1 9 0 # 0 % * 1 4  # 6  . 1 % # 6 + 1 0 5  5 * 1 9 0 4 ' ( ' 4  6 1    5   ( 1 4  # . 6 ' 4 0 # 6 + 8 '  1 2 6 + 1 0 5 ( # 5 6 ' 0  $ 1 6 6 1 /  2 . # 6 ' Y       F  0 # + . 5  ' 8 ' 4 ;     016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.70.'55016'&16*'49+5'016'+0(1#22.+'55;//'64+%#..;#%4155&'6#+.70.'55016'&16*'49+5' 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 Web Stiff 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 No H2 3 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 Products Pl o t I D L e n g t h P r o d u c t Plies Net Qty F3 0 ' 3 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 1 Jo i s t M a t e r i a l B l o c k i n g 2 0 ' 9 3 / 8 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 F2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 3 F1 8 ' 1 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 R2 2 ' 2 2 ' 0 " 1 1 7 / 8 " T J I ® 3 6 0 1 6 TS 1 1 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 2 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 1 TS 3 1 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 1 2 2- 1 1 . 8 7 5 " L S L - 2 6 ' 2 6 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e rStrand® LSL 2 2 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 trand® LSL 1 1 2- 9 . 5 " L S L - 1 0 ' 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r and® LSL 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 3 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 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 2- 9 . 5 " L S L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r an d ® L S L 2 2 2- 9 . 5 " L S L - 7 ' 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 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 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 2- 9 . 5 " L S L - 1 0 ' W8 x 2 4 S t e e l B e a m 2- 9 . 5 " L S L - 7 ' 2 - 2 x 1 0 - 7 ' 2- 2 x 1 0 - 1 0 ' 3 - 2 x 1 0 - 7 ' 2- 9 . 5 " L S L - 1 2 ' 2-2x10-6' 2 - 1 1 . 8 7 5 " L S L - 2 6 ' 1- 1 1 . 8 7 5 " L S L - 6 ' Rim Rim R i m R i m R i m R i m R i m Rim Ri m Ri m Ri m Ri m Ri m Ri m Rim H1 F 2 0 ' Jo i s t M a t e r i a l B l o c k i n g Jo i s t M a t e r i a l B l o c k i n g S o l i d B l o c k i n g S o l i d B l o c k i n g 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 " Mi n 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 5x 7 P S L 5x 7 P S L 9" 10 " 11 7 / 8 " 1' 5 1 / 8 " TS3 16" O.C. TS 3 16 " O . C . F18'16" O.C. F3 0 ' 16 " O . C . H2 F2 0 ' 16 " O . C . TS 2 16 " O . C . TS 1 16 " O . C . R2 2 ' 16 " O . C . 2 T r i m m e r s LS L J o i s t I n T h i s A r e a 36 0 S e r i e s I n T h i s A r e a Customer:Job Name:Address/Lot:Youngfield Homes Frank Elliott 19703 Henning Ave City, State:Lakeville, MN Plan/Model #:Linden Job Number:22953Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 1 of 5 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:Alex S.Drawn Date:6/28/2018 Revised By:Jeff D.Revision Date:7/19/2018 Revision #:2SALES 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 *** Products Pl o t I D L e n g t h P r o d u c t Plies Net Qty F3 6 ' 3 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 8 F3 4 ' 3 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 F2 2 ' 2 2 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 F2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 2 F1 8 ' 1 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 5 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 F1 4 ' 1 4 ' 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 1 F6 ' 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 Jo i s t M a t e r i a l B l o c k i n g 1 0 7 / 8 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 3- 1 6 " L V L - 1 8 ' 1 8 ' 0 " 1 3 / 4 " x 1 6 " 2 . 0 E M i c r o l l a m ® L V L 3 3 2- 1 4 " L V L - 2 0 ' 2 0 ' 0 " 1 3 / 4 " x 1 4 " 2 . 0 E M i c r o l l a m ® L V L 2 2 4- 1 1 . 8 7 5 " L V L - 1 6 ' 1 6 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l lam® LVL 4 4 2- 7 . 2 5 " L V L - 2 0 ' 2 0 ' 0 " 1 3 / 4 " x 7 1 / 4 " 2 . 0 E M i c r o l l a m ® LVL 2 2 3- 7 . 2 5 " L V L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 7 1 / 4 " 2 . 0 E M i c r o l l a m ® LVL 3 3 1- 1 1 . 8 7 5 " L S L - 2 2 ' 2 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e rStrand® LSL 1 1 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 rStrand® LSL 2 2 1- 1 1 . 8 7 5 " L S L - 8 ' 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S trand® LSL 1 1 2- 9 . 5 " L S L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r and® LSL 2 2 2- 9 . 5 " L S L - 1 0 ' 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r and® LSL 2 4 2- 7 . 2 5 " L S L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 7 1 / 4 " 1 . 5 5 E T i m b e r S t rand® LSL 2 2 2- 7 . 2 5 " L S L - 1 0 ' 1 0 ' 0 " 1 3 / 4 " x 7 1 / 4 " 1 . 5 5 E T i m b e r S t rand® LSL 2 4 2- 7 . 2 5 " L S L - 6 ' 6 ' 0 " 1 3 / 4 " x 7 1 / 4 " 1 . 5 5 E T i m b e r S t r a nd® LSL 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 0 2x 8 F l a t B l o c k i n g 2 8 ' 0 1 / 2 " 2 x 8 b l o c k i n g ( 1 1 7 / 8 " j o ist depth) 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 18 ' 0 " 5 1 / 4 " x 7 " 1 . 8 E P a r a l l a m ® P S L 1 2 1- 3 . 5 " x 1 1 . 8 7 5 " L S L - 1 2 ' 1 2 ' 0 " 3 1 / 2 " x 1 1 7 / 8 " 1 . 5 5 E Ti m b e r S t r a n d ® L S L 1 1 2- 9 . 5 " L S L - 8 ' 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 1- 3 . 5 " x 7 . 2 5 " L S L - 1 2 ' 1 2 ' 0 " 3 1 / 2 " x 7 1 / 4 " 1 . 3 E T i m b er S t r a n d ® L S L 1 1 18 ' 0 " 1 1 / 2 " x 5 1 / 2 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 8 3. 5 " x 5 . 5 " L S L - 4 " * P L A N K * 4 ' 0 " 3 1 / 2 " x 5 1 / 2 " 1 . 3 E T im b e r S t r a n d ® L S L 1 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 2- 2 x 1 0 - 7 ' 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 6 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 6 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 2 S i m p s o n H H U S 4 8 2 2 - 1 6 d c o m m o n - 8 - 1 6 d d o u b l e s h e a r N o H2 1 S i m p s o n H U C 4 1 0 1 4 - 1 0 d c o m m o n - 6 - 1 0 d c o m m o n N o H3 2 2 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 Start Joist Layout Here. 16" o/c Start Joist Layout Here. 16" o/c CS CS 2 - 2 x 1 0 - 7 ' 2- 2 x 1 0 - 1 0 ' 2-2x10-6' 2- 9 . 5 " L S L - 1 0 ' 2- 9 . 5 " L S L - 8 ' 2- 2 x 1 0 - 7 ' 2 - 2 x 1 0 - 4 ' 2 - 2 x 1 0 - 4 ' 2- 9 . 5 " L S L - 1 0 ' 2- 2 x 1 0 - 4 ' 2- 1 4 " L V L - 2 0 ' 2- 9 . 5 " L S L - 1 2 ' Gi r d e r T r u s s G i r d e r T r u s s 2 - 2 x 1 0 - 7 ' 4- 1 1 . 8 7 5 " L V L - 1 6 ' 3 - 7 . 2 5 " L V L - 1 2 ' 2- 7 . 2 5 " L S L - 1 2 ' 2 - 7 . 2 5 " L S L - 1 0 ' 2-7.25" LVL-20'2-7.25" LSL-10'2-7.25" LSL-6' 2 - 1 1 . 8 7 5 " L S L - 2 0 ' 3- 1 6 " L V L - 1 8 ' F 6 ' F 1 6 ' Rim R i m R i m R i m Ri m Ri m Ri m Ri m Ri m Rim 2x 8 F l a t B l o c k i n g 2x 8 F l a t B l o c k i n g 1 - 1 1 . 8 7 5 " L S L - 2 2 ' Jo i s t M a t e r i a l B l o c k i n g Ri m R i m R i m 1-11.875" LSL-8' E1 A l t E1 Alt 5x 7 P S L 5x 7 P S L Ri m H 2 2x 8 F l a t B l o c k i n g 3.5"x5.5" LSL-4" *PLANK*3.5"x5.5" LSL-4" *PLANK* 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 Ti m b e r s t r a n d ® L S L ri m 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 . 5x 5 P S L H1 H1 2- 2 x 1 0 - 5 ' Gi r d e r T r u s s F14'16" O.C. F2 2 ' 16 " O . C . F1 8 ' 16 " O . C . F3 4 ' 16 " O . C . F3 6 ' 16 " O . C . F2 0 ' 16 " O . C . F1 0 ' 16 " O . C . H3 H3 F l o o r T r u s s e s Se e T a l l W a l l L a y o u t F o r H e a d e r M a t e r i a l s 5x 5 P S L 2-2x6 LSL Column's 2-2x6 LSL Column's Customer:Job Name:Address/Lot:Youngfield Homes Frank Elliott 19703 Henning Ave City, State:Lakeville, MN Plan/Model #:Linden Job Number:22953Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 2 of 5 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:Alex S.Drawn Date:6/28/2018 Revised By:Jeff D.Revision Date:7/19/2018 Revision #:2SALES 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 Plies Net Qty 3- 9 . 5 " L S L - 1 2 ' 1 2 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r and® LSL 3 3 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 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 2- 2 x 1 0 - 8 ' 8 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 2- 2 x 1 0 - 7 ' 7 ' 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 - 3 ' 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 6 G i r d e r T r u s s G i r d e r T r u s s Gi r d e r T r u s s Gi r d e r T r u s s 3- 9 . 5 " L S L - 1 2 ' 2- 2 x 1 0 - 3 ' 2- 2 x 1 0 - 1 0 ' 2 - 2 x 1 0 - 3 ' 2- 2 x 1 0 - 8 ' 2- 2 x 1 0 - 7 ' 2- 2 x 1 0 - 3 ' 2 - 2 x 1 0 - 5 ' Customer:Job Name:Address/Lot:Youngfield Homes Frank Elliott 19703 Henning Ave City, State:Lakeville, MN Plan/Model #:Linden Job Number:22953Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 3 of 5 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:Alex S.Drawn Date:6/28/2018 Revised By:Jeff D.Revision Date:7/19/2018 Revision #:2SALES 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 *** 2 ' 6 " 4' 6 " 20 ' 0 " 1 8 ' 2 7 / 8 " 3' 0 " 3' 0 " 2 ' 6 " 5 ' 6 " 5 ' 6 " E2 4 E4 4 3. 5 " x 1 1 . 8 7 5 " L S L 3. 5 " x 7 . 2 5 " L S L 20 ' 0 " 1 8 ' 2 7 / 8 " He a d e r t o C o l u m n Co n n e c t i o n 1- A 2 3 C l i p E . A . S i d e Co l u m n C o n n e c t i o n 2- A 2 3 C l i p s @ T o p & B o t t o m P l a t e s 5x 7 P S L C o l u m n 5x 7 P S L C o l u m n 16 ' 4 3 / 4 " 1 8 ' 2 7 / 8 " 3' 0" 3' 0 " 16' 0" 036" Window 3-0 03 6 " W i n d o w 3 - 0 E23 3.5"x5.5" LSL *PLANK* 036" Window 3-0 3. 5 " x 5 . 5 " L S L * P L A N K * 03 6 " W i n d o w 3 - 0 16 ' 4 3 / 4 " 1 8 ' 2 7 / 8 " 3' 0" 3' 0 " 2- 2 x 6 L S L C o l u m n Customer:Job Name:Address/Lot:Youngfield Homes Frank Elliott 19703 Henning Ave City, State:Lakeville, MN Plan/Model #:Linden Job Number:22953Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 4 of 5 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:Alex S.Drawn Date:6/28/2018 Revised By:Jeff D.Revision Date:7/19/2018 Revision #:2SALES 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 . WA L L D E S I G N A S S U M P T I O N S 1) L I M I T E D T O V E R T I C A L L O A D , A N D T O L A T E R A L W I N D L O A D S T H A T A R E P E R P E N D I C U L A R T O WA L L F R A M I N G ( WA L L S N O T C H E C K E D O R D E S I G N E D A S S H E A R W A L L S ). 2) M E M B E R D E S I G N A N D L A T E R A L S U P P O R T R E Q U I R E M E N T S F O R B E N D I N G A R E B A S E D O N NA T I O N A L D E S I G N S P E C I F I C A T I O N S ® ( N D S ® ) 2 0 0 5 . 3) S T R U C T U R A L S H E A T H I N G O N O N E S I D E O F T H E W A L L , O R A C O M B I N A T I O N O F G Y P S U M WA L L B O A R D A N D N O N - S T R U C T U R A L S H E A T H I N G O R S I D I N G A P P L I E D T O E A C H S I D E O F T H E WA L L , O R E Q U I V A L E N T . 4) B L O C K / B R A C I N G A T 8 ’ - 0 ” O . C . B Y O T H E R S T O M A T C H W A L L T H I C K N E S S A N D O R I E N T A T I O N . 5) S O L I D B L O C K I N G R E Q U I R E D I F C O L U M N S / T R I M M E R S T U D S D O N O T E X T E N D T O S I L L P L A T E . 6) R E I N F O R C E L I F T P O I N T S T O E N S U R E W A L L S T A B I L I T Y D U R I N G C O N S T R U C T I O N . 7) C O N N E C T T R I M M E R S P E R “ M U L T I P L E M E M B E R C O N N E C T I O N S ” D E T A I L 8) T I M B E R S T R A N D ® L S L T O P A N D B O T T O M P L A T E S , T R I M M E R S , A N D C R I P P L E S , U . N . O . Header Spans: Up to 4'-11" = 1 Trimmer 5'-0" and Bigger = 2 Trimmers *** Unless Noted Otherwise *** Customer:Job Name:Address/Lot:Youngfield Homes Frank Elliott 19703 Henning Ave City, State:Lakeville, MN Plan/Model #:Linden Job Number:22953Lyman Lumber Company 18900 West 78th St PO Box 130 Chanhassen, MN (952) 470-4800 Sheet: 5 of 5 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:Alex S.Drawn Date:6/28/2018 Revised By:Jeff D.Revision Date:7/19/2018 Revision #:2SALES 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 . TO P V I E W @ C O R N E R AD D I T I O N A L T R I M M E R S M A Y B E A D D E D FO R A P P L I C A T I O N O F I N T E R I O R T R I M 1 4 " F I L L E R R E Q U I R E D A T C O L U M N 5 1 4 " x 5 1 4 " 1 . 8 E P A R A L L A M ® P S L C O L U M N A n o t c h a n d h o l e s h a l l n o t o c c u r in t h e s a m e c r o s s s e c t i o n Ma x i m u m d i a m e t e r : *1 3 8 " f o r 3 1 2 " t h i c k w a l l s *2 3 16 " f o r 5 1 2 "- 1 1 1 4 " t h i c k w a l l s Ma x i m u m n o t c h : On e n o t c h m a y b e c u t a n y w h e r e e x c e p t t h e mi d d l e 1 3 o f t h e l e n g t h o f t h e s t u d o r c o l u m n . *7 8 " f o r 3 1 2 " t h i c k w a l l s *1 3 8 " f o r 5 1 2 "- 1 1 1 4 " t h i c k w a l l s 5 8 " M i n i m u m ed g e d i s t a n c e Al l o w a b l e H o l e s a n d N o t c h e s L/ 3 L/ 3 L/ 3 On e h o l e m a y b e c u t a n y w h e r e a l o n g t h e l e n g t h o f th e s t u d o r c o l u m n b u t m u s t b e a t l e a s t 5 8 " f r o m t h e e d g e . L1 3 He a d e r t o c o l u m n He a d e r Co l u m n Fr a m i n g an g l e s Pl a t e w i d t h mu s t e q u a l w a l l th i c k n e s s t o pr o v i d e l a t e r a l br a c i n g . ( P l a t e no t r e q u i r e d i f he a d e r w i d t h eq u a l s t h e w a l l th i c k n e s s . ) Tr i m m e r st u d ( s ) Me m b e r O r i e n t a t i o n Pl a t e w i d t h m u s t e q u a l w a l l t h i c k n e s s to p r o v i d e l a t e r a l b r a c i n g ( p l a t e n o t re q u i r e d i f h e a d e r e q u a l s w a l l t h i c k n e s s ) NA I L I N G F O R T O P & B O T T O M P L A T E T O SH E A T H I N G & C E I L I N G / R O O F M E M B E R S SH E A T H I N G NA I L I N G (1 6 d P N U E M A T I C N A I L S ) NA I L S / F T 1 6 " o . c . 2 4 " o . c . NO N - H U R R I C A N E P R O N E R E G I O N S 3 4 6 HU R R I C A N E P R O N E R E G I O N S 4 6 8 12 0 M P H W I N D A R E A 5 7 1 0 CE I L I N G / R O O F M E M B E R SP A C I N G P5 So l i d b l o c k i n g i s re q u i r e d i f c o l u m n an d t r i m m e r s t u d s do n o t e x t e n d t o si l l p l a t e Bl o c k i n g pa n e l a s re q u i r e d Tr i m m e r st u d ( s ) Fr a m i n g an g l e s Ri m b o a r d Si l l P l a t e So l e pl a t e Co l u m n Co l u m n t o B o t t o m P l a t e P6 Co l u m n t o T o p P l a t e Tr i m m e r St u d ( s ) Do u b l e to p p l a t e Fr a m i n g an g l e s *N o t e : F i e l d s k e w a b l e fr a m i n g a n g l e s r e q u i r e d fo r s l o p e d t o p p l a t e co n n e c t i o n s MU L T I P L E M E M B E R C O N N E C T I O N S F O R P O I N T LO A D E D C O L U M N S 2 P L Y 3 P L Y 4 P L Y US E 1 6 d ( 0 . 1 3 1 " x 3 1 4 ") P N E U M A T I C N A I L S 4 P L Y A L T E R N A T E : 2 R O W S , 1 2 " D I A M E T E R B O L T S A T 8 " O N - C E N T E R MU L T I P L E M E M B E R C O N N E C T I O N F O R N O N P O I N T L O A D E D CO L U M N S 2 P L Y , U S E ( 2 ) R O W S 1 6 d P N E U M A T I C N A I L S A T 1 0 " O . C . 3 P L Y ' S A N D G R E A T E R , U S E ( 2 ) R O W S 1 6 d P N E U M A T I C N A I L S ( E A C H P L Y ) A T 8 " O . C . - S T A G G E R 2 " P E R P L Y WB 2 Co n n e c t i o n o f d o u b l e t o p p l a t e t o o u t l o o k e r m u s t b e de s i g n e d t o t r a n f e r l a t e r a l l o a d t o r o o f . Co n n e c t o u t l o o k e r t o d o u b l e t o p pl a t e w i t h a n g l e c l i p ( 5 6 5 l b s m i n . fo r L o a d 1 ) a t 2 4 " o . c . 2x _ o u t l o o k e r Co n t i n u o u s t a l l - w a l l f r a m i n g (f r o m s i l l p l a t e t o t o p p l a t e ) 4" o / c n a i l i n g re q u i r e d f r o m sh e a t h i n g to o u t l o o k e r Bl o c k i n g b e t w e e n ou t l o o k e r s a s re q u i r e d Co n n e c t o u t l o o k e r t o t r u s s wi t h ( 2 ) 1 6 d n a i l s f o r 2 x 4 , (3 ) 1 6 d n a i l s f o r 2 x 6 o r 2 x 8 2' m a x WB 3 Lo a d s m u s t b e t r a c k e d to f o u n d a t i o n b y d e s i g n e r of r e c o r d Tr u s s e s b y o t h e r s at 2 4 " o n c e n t e r Co n n e c t t r u s s t o do u b l e t o p p l a t e wi t h o n e a n g l e cl i p ( 5 4 5 l b s m i n . fo r L o a d 2 ) a t 24 " o . c . Ga b l e e n d w a l l 2x_ solid sawn angle braces to connect double top plate to roof @ 2'-0"o.c. along length of wall fit snug between the two bays. Connect with (3) 16d nails.2x_ solid sawn connected to top of bottom chord with (3) 16d nails at 2'-0" o.c. along length of wall, back 8'-0" Wa l l b r a c i n g i s n e c e s s a r y i f d o u b l e t o p p l a t e i s n o t a t t a c h e d di r e c t l y t o t h e r o o f / f l o o r d i a p h r a g m . 25° to 45°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:1-1-18 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, 2018. (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 2018© City: ofSheet: Drawing Date: Project Number: 150 8.001 January 1, 2018 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 2018© City: ofSheet: Drawing Date: Project Number: 151 8.001 January 1, 2018 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 2018© City: ofSheet: Drawing Date: Project Number: 152 8.001 January 1, 2018 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 2018© City: ofSheet: Drawing Date: Project Number: 153 8.001 January 1, 2018 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$QZ 5JCMQRGG/0 6" MIN. WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION OPTIONAL STEM WALL MINIMUM THICKNESS TO MATCH SILL PLATE SILL PLATE TO MATCH FRAME WALL ABOVE 16" MAX FOR 4" THICK STEM 24" MAX. FOR 6" THICK STEM SLAB-ON-GRADE BY OTHERS (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL 6" MIN. C.I.P. CONCRETE FOUNDATION WALL UNREINFORCED CONCRETE STRIP FOOTING SEE S7 #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) DOWELS ARE NOT REQUIRED IF BACKFILL IS PLACED EQUALLY ON BOTH SIDES IN LIFTS NOT TO EXCEED 24"-ALTERNATE EACH SIDE COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 154 8.001 January 1, 2018 S4 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 WALKOUT WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO     &TGYU%QPETGVG+PE 21$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 2018© City: ofSheet: Drawing Date: Project Number: 155 8.001 January 1, 2018 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$QZ 5JCMQRGG/0 6' - 0 " M A X WOOD FRAMING ABOVE BY OTHERS 12"Ø x 10" LONG ANCHORBOLTS (7" MIN. EMBED) @ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS SLOPE GRADE AWAY FROM FOUNDATION AT A GRADUAL 2% SLOPE PER GENERAL NOTE 6 SILL PLATE TO MATCH FRAME WALL ABOVE #4 x CONTINUOUS HORIZONTAL BARS @ 24" O.C. TYP. OPTIONAL 2" RIGID INSULATION ON INSIDE FACE AND UNDER SLAB-ON-GRADE FOR 24" MIN. UNREINFORCED CONCRETE STRIP FOOTING SEE S7 (DROP FOR FROST AS REQUIRED PER SITE DESIGN) #4x2'-0" DOWELS @ 48" O.C. MAX (5" MIN. EMBED) (1) #4 x CONTINUOUS HORIZONTAL BAR AT TOP OF WALL OPTIONAL SLAB LEDGE CONCRETE SLAB-ON-GRADE 8" MIN. C.I.P. CONCRETE FOUNDATION WALL #4x4'-0" HOOKS @ 24" O.C. BENT OR DRILLED AND EPOXY GROUTED 3'-0" 1'-0 " NO H O O K S @ 3 ' - 0 " O R L E S S GRANULAR MATERIAL (SAND) DETAIL ABOVE MAY ONLY BE UTLITIZED FOR A LENGTH OF 15'-0" #5 VERTICAL BARS @ 24" O.C. CENTERED IN WALL TO AID IN THE REDUCTION OF CRACKING AND BACKFILLING ISSUES PRIOR TO TOP OF WALL PINNING CONTRACTOR IS TO PROVIDE TEMPORARY TOP OF WALL BRACING UNTIL GARAGE SLAB-ON-GRADE IS IN PLACE (HOOKS INTO GARAGE SLAB PROVIDE REQUIRED TOP OF WALL LATERAL SUPPORT) COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 156 8.001 January 1, 2018 S6 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 UNBALANCED FOUNDATION DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO     &TGYU%QPETGVG+PE 21$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$;$7+.&+0) &'5+)0'4, AS AN ALTERNATIVE GUIDE USE TABLE SHOWN AT LEFT 8" MIN. C.I.P. CONCRETE FOUNDATION WALL-SEE REBAR TABLE S8 FOR VERTICAL REBAR ANCHOR BOLTS SEE WALL ANCHOR INFO ON S11 FLOOR TO SILL CONNECTION SEE S10 WOOD FLOOR SYSTEM BY OTHERS SLOPE GRADE AWAY FROM FOUNDATION 2x6 MIN SILL PLATE %.'#4*'+)*61(žÄ14.'55 (2)#4xCONT. HORIZONTAL BARS %.'#4*'+)*61(žÄ14/14' (3)#4xCONT. HORIZONTAL BARS )'0'4#.564+2(116+0)5+<')7+&' ONE-STORY STRUCTURE 16" WIDE x 8" THICK 20" WIDE x 8" THICK TWO-STORY STRUCTURE 20" WIDE x 8" THICK 26" WIDE x 8" THICK 2000 PSF SOIL 1500 PSF NOTE: TABLE ABOVE IS A GENERAL FOOTING SIZE GUIDE THAT SHOULD BE VERIFIED BY HOME DESIGNER AND IS BASED ON 25'-0" FLOOR SPANS & 50'-0" ROOF SPANS CONCRETE SLAB-ON-GRADE #4x2'-0" DOWELS @ 72" O.C. MAX (5" MIN. EMBED) COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 157 8.001 January 1, 2018 S7 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 BASEMENT WALL DETAIL 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO     &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 )4 # & '        8 ' 4 6 + % # .  $ # 4  5 2 # % + 0 )  ( 1 4  ( 7 . .  * ' + ) * 6  9 # . . 5  Y   ( ž E         2 5 + AL T E R N A T I V E T O C O D E T A B L E R 4 0 4 . 1 . 2 '3 7 + 8 # . ' 0 6  8 ' 4 6 + % # .  4 ' $ # 4 57 $ 5 6 + 6 7 6 + 1 0  6 # $ . ' $# % - ( + . .  6 ; 2 ' CL E A R H E I G H T (S E E S 7 ) BA C K F I L L H E I G H T (S E E S 7 ) 8' - 0 " 9' - 0 " 10 ' - 0 " 7' - 6 " 7' - 0 " O R L E S S 8' - 6 " 8' - 0 " 7' - 0 " 6' - 0 " O R L E S S 9' - 6 " 9' - 0 " 8' - 0 " 7' - 0 " 6' - 0 " O R L E S S 8" 10 " 1 2 " 8" 10 " 1 2 " 8" 10 " 1 2 " NO N E N O N E N O N E NO N E N O N E NO N E N O N E NO N E N O N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E N O N E NO N E N O N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E NO N E N O N E N O N E * = N O N E I F F ' c = 4 , 0 0 0 P S I *3 6 " *3 6 " *3 6 " *3 6 " *3 6 " *3 6 " 36 " 36 " 36 " 36 " 36 " 36 " 36 " 36 " 24 " 24 " 2 4 " 24 " SA N D ( 3 0 P S F / F T ) WA L L T H I C K N E S S SA N D Y C L A Y ( 4 5 P S F / F T ) WA L L T H I C K N E S S CL A Y ( 6 0 P S F / F T ) WA L L T H I C K N E S S #6 @ 2 4 " = # 5 @ 1 8 " = # 4 @ 1 2 " ( G R A D E 6 0 ) = # 4 @ 8 " ( G R A D E 4 0 ) (1 ) # 6 = ( 2 ) # 4 ( G R A D E 6 0 ) #6 @ 3 6 " = # 5 @ 2 4 " = # 4 @ 1 8 " ( G R A D E 6 0 ) = # 4 @ 1 2 " ( G R A D E 4 0 ) COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 158 8.001 January 1, 2018 S8 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 VERTICAL REINFORCING TABLE 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO     &TGYU%QPETGVG+PE 21$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 2018© City: ofSheet: Drawing Date: Project Number: 159 8.001 January 1, 2018 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 $#%-(+..6;2'CLEAR HEIGHT (SEE S7) FLOOR MEMBER SPACING 8'-0" 9'-0" 10'-0" 16" 19.2" A (4) 0.131"Ø x 3" TOP NAILS AT EACH MEMBER SAND (30 PSF/FT)SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 24" 16" 19.2" 24" 16" 19.2" 24" A A A A A A A B A A B B B B B C C C D D D D D D D C CONNECTION A (4) 0.148"Ø x 3" TOP NAILS AT EACH MEMBERCONNECTION B (2) 0.131"Ø x 3" TOP NAILS MECHANICAL CLIPS : SIMPSON A35/USP MPA1 14USP LJC AT EACH MEMBER CONNECTION C CONNECTION D (2) 0.131"Ø x 3" TOP NAILS MECHANICAL CLIPS : SIMPSON FWANZ* 14 USP LJQ** 14 (2) SIMPSON A35s***/(2) USP MPA1s*** AT EACH MEMBER * FWANZ TO BE USED WITH A MIN. 118" OSB RIM AND LOCATED w/IN 5" OF EACH MEMBER. WITH FLOOR TRUSSES, FWANZ MUST BE IN CONTACT WITH A TRUSS OR A MINIMUM 2x4 CONTINUOUS BOTTOM BRACE MUST BE IN PLACE. ** LJQ IS TO BE APPROPRIATELY SIZED BASED ON MEMBER WIDTH. *** MEMBER MUST BE A MINIMUM OF 3" WIDE FOR PLACEMENT OF (2) SIMPSON A35s/(2) USP MPA1s. ****CONNECTIONS ARE CLASSIFIED A TO D, WITH D BEING THE STRONGEST. IT IS ACCEPTABLE TO USE A STRONGER CLASS CONNECTION THAN NOTED IN THE TABLE ABOVE. 2x8 SILL PLATE TO BE USED w/ MAXIMUM OF 112" OVERHANG (MAINTAIN 234" EDGE DISTANCE TO BOTH CONCRETE AND INSIDE OF SILL PLATE) - VERTICAL LOAD TRANSFER BY SUPPLIER COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 1510 8.001 January 1, 2018 S10 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 FLOOR BEARING CONNECTIONS 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO     &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 Œ#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) $#%-(+..6;2'CLEAR HEIGHT (SEE S7) BACKFILL HEIGHT (SEE S7) 8'-0" 9'-0" 10'-0" 7'-6" 7'-0" 8'-6" 8'-0" 7'-0" OR LESS 9'-6" 9'-0" 8'-0" 7'-0" OR LESS 48" ** APPLIES TO MAB 15/FA1, MAB23/FA2, MAS/FA3, 12"Ø EXPANSION BOLT w/ 6" EMBED, 12"Ø SELF-CUTTING ANCHOR BOLT w/ 4" EMBED, OR SIMPSON FWAZ ANCHOR SAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT) 6'-0" OR LESS 60" 72" 30" 36" 72" 18" 24" 42" 72" 72" 24" 18" 20" 24" 18" 24" 24" 30" 42" 16" 12" 14" 16" 12" 16" 36" 36" N/A N/A COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 1511 8.001 January 1, 2018 S11 %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 ANCHOR SPACING TABLES 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO     &TGYU%QPETGVG+PE 21$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 2018© City: ofSheet: Drawing Date: Project Number: 1512 8.001 January 1, 2018 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 2018© City: ofSheet: Drawing Date: Project Number: 1513 8.001 January 1, 2018 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 2018© City: ofSheet: Drawing Date: Project Number: 1514 8.001 January 1, 2018 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$QZ 5JCMQRGG/0 6'-0" MAX. 8" MIN. GRADE L I N E 9' - 4 " M A X . 6' - 0 " M A X . 4' - 0 " M A X . SE E B A S E M E N T W A L L D E T A I L SE E L O O K O U T W A L L D E T A I L SI M . CO N S T R U C T S I M . L O O K O U T W A L L w/ M I N . ( 2 ) # 4 H O R I Z . B A R S 3 MIN. 1 S7 S5 S5 SLAB-ON-GRADE BEYOND CONCRETE STRIP FOOTING STEP DOWN AS REQ'D FOR FROST PROTECTION AT NON-BEARING WALLS, LOCATE BLOCKING DETAILS (S12 / S13) AT END OF FULL HEIGHT WALL PROVIDE (2) ADDITIONAL #4 BARS @ END OF FULL HEIGHT WALL SEGMENT LOCATED 2" FROM INSIDE WALL FACE FLOOR FRAMING ABOVE BY OTHERS INFILL WOOD FRAMING BY OTHERS COPYRIGHT HANSON GROUP LLC 2018© City: ofSheet: Drawing Date: Project Number: 1515 8.001 January 1, 2018 S15 2TQLGEV %NKGPV RevDate5+6'#&&4'55 State:Zip:MN 3407 Kilmer Lane North Suite 4Plymouth, MN 55441 6GN 612-708-3572YYYJCPUQPITQWROPEQO %+2%10%4'6'(170&#6+10 )7+&'.+0'&4#9+0)5 STEPPING DOWN WALL WITH GRADE     &TGYU%QPETGVG+PE 21$QZ 5JCMQRGG/0 19703 Henning Ave. Lakeville HVAC Load Calculations for Country Joe Homes Prepared By: Josh Gray Sabre Heating And A/C 15535 Medina Road Plymouth, Mn 55447 763-473-2267 Friday, June 15, 2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 19703 Henning Ave. Lakeville Plymouth, MN 55447 Page 2 Project Report General Project Information Project Title:19703 Henning Ave. Lakeville Designed By:Josh Gray Project Date:Friday, June 15, 2018 Client Name:Country Joe Homes Company Name:Sabre Heating And A/C Company Representative:Josh Gray Company Address:15535 Medina Road Company City:Plymouth, Mn 55447 Company Phone:763-473-2267 Company Fax:763-473-8565 Company E-Mail Address:josh.gray@sabreheating.com 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%75 35 Check Figures Total Building Supply CFM:1,384 CFM Per Square ft.:0.285 Square ft. of Room Area:4,862 Square ft. Per Ton:1,572 Volume (ft³) of Cond. Space:38,896 Building Loads Total Heating Required Including Ventilation Air:65,225 Btuh 65.225 MBH Total Sensible Gain:30,656 Btuh 83 % Total Latent Gain:6,451 Btuh 17 % Total Cooling Required Including Ventilation Air:37,108 Btuh 3.09 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\ ...\19703 Henning Ave. Lakeville.rh9 Friday, June 15, 2018, 1:05 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 19703 Henning Ave. Lakeville Plymouth, MN 55447 Page 3 Load Preview Report Scope Net Ton ft.² /Ton Area Sen Gain Lat Gain Net Gain Sen Loss Sys Htg CFM Sys Clg CFM Sys Act CFM Duct Size Building 3.09 1,572 4,862 30,656 6,451 37,108 65,225 774 1,384 1,384 System 1 3.09 1,572 4,862 30,656 6,451 37,108 65,225 774 1,384 1,384 12x19 Ventilation 1,054 4,409 5,463 7,057 Supply Duct Latent 98 98 Return Duct 50 44 94 333 Humidification 6,643 Zone 1 4,862 29,552 1,901 31,453 51,192 774 1,384 1,384 12x19 1-Lower Level 1,252 6,012 0 6,012 15,167 229 282 282 3--6 2-Main Level 1,678 14,341 1,901 16,242 17,615 266 672 672 7--6 3-Upper Level 1,932 9,199 0 9,199 18,410 278 431 431 4--6 M:\ ...\19703 Henning Ave. Lakeville.rh9 Friday, June 15, 2018, 1:05 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Sabre Plumbing & Heating 19703 Henning Ave. Lakeville Plymouth, MN 55447 Page 4 Total Building Summary Loads Component Description Area Quan Sen Loss Lat Gain Sen Gain Total Gain LOW EE: Glazing-Builder Grade Low E Windows & Sliding Door .32 U value .30 SHGC, u-value 0.32, SHGC 0.3 687 19,128 0 14,136 14,136 11J: Door-Metal - Fiberglass Core 40 2,088 0 576 576 15A-15sffc-8: Wall-Basement, concrete block wall, R-15 foam board to floor, no framing, no interior finish, filled core, 8' floor depth 992 2,935 0 0 0 R-20 12F-0sw: Wall-Frame, Custom, no board insulation, siding finish, wood studs 2953 16,956 0 2,591 2,591 RJ R20 Closed Cell: Wall-Frame, Custom, Spray Foam R- 20 291 1,266 0 224 224 R49- 16B-49: Roof/Ceiling-Under Attic with Insulation on Attic Floor (also use for Knee Walls and Partition Ceilings), Custom, R49 Blown Insulation- vented attic, asphalt shingles 1932 3,866 0 2,133 2,133 21A-20-c: Floor-Basement, Concrete slab, any thickness, 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 20' wide 1252 2,941 0 0 0 20P-30: Floor-Over open crawl space or garage, Passive, R-30 blanket insulation, any cover 195 594 0 55 55 Subtotals for structure:49,774 0 19,715 19,715 People:5 1,000 1,150 2,150 Equipment:901 4,116 5,017 Lighting:1250 4,263 4,263 Ductwork:1,751 142 358 500 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 190, Summer CFM: 190 7,057 4,409 1,054 5,463 Humidification (Winter) 18.11 gal/day :6,643 0 0 0 Total Building Load Totals:65,225 6,451 30,656 37,108 Check Figures Total Building Supply CFM:1,384 CFM Per Square ft.:0.285 Square ft. of Room Area:4,862 Square ft. Per Ton:1,572 Volume (ft³) of Cond. Space:38,896 Building Loads Total Heating Required Including Ventilation Air:65,225 Btuh 65.225 MBH Total Sensible Gain:30,656 Btuh 83 % Total Latent Gain:6,451 Btuh 17 % Total Cooling Required Including Ventilation Air:37,108 Btuh 3.09 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. M:\ ...\19703 Henning Ave. Lakeville.rh9 Friday, June 15, 2018, 1:05 PM Site address Contractor 1 Total/ continuous 60/40 70/40 80/40 90/45 100/50 110/55 120/60 130/65 140/70 150/75 Equation 11-1 Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Total required ventilation Continuous ventilation Section A Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a continuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Date Completed By Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11‐1) Square feet (Conditioned area including Basement – finished or unfinished) Number of bedrooms Table R403.5.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 2 3 4 5 6 Total/ continuous 1000‐1500 75/40 90/45 105/53 120/60 135/68 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous 145/73 2001‐2500 95/48 110/55 125/63 140/70 155/78 1501‐2000 85/43 100/50 115/58 130/65 165/83 3001‐3500 115/58 130/65 145/73 160/80 175/88 2501‐3000 105/53 120/60 135/68 150/75 185/93 4001‐4500 135/68 150/75 165/83 180/90 195/98 3501‐4000 125/63 140/70 155/78 170/85 205/103 5001‐5500 155/78 170/85 185/93 200/100 215/108 4501‐5000 145/73 160/80 175/88 190/95 225/1135501‐6000 165/83 180/90 195/98 210/105 Continuous Ventilation Method (Choose either balanced or exhaust only) Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Ventilation Fan Schedule Description Location Intermittent Section C Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. Section B Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery Ventilator) – cfm of unit in low must not exceed continuous ventilation rating by more than 100%. Exhaust only Continuous fan rating in cfm Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) One or multiple power vent or direct vent ap‐ pliances or no combus‐ tion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherical‐ ly vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to ba‐ lanced ventilation systems such as HRV) b) clothes dryer (cfm)135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust)d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.) One or multiple power vent, direct vent ap‐ pliances, or no combus‐ tion appliances Column A Multiple atmospherically vented gas or oil ap‐ pliances or solid fuel appliances Column D Duct di‐ ameter 1 – 36 1 – 9 3 37 – 66 10 – 17 4 67 – 109 18 – 28 5 110 ‐ 163 29 – 42 6 164 – 232 43 – 61 7 233 – 317 62 – 83 8 318 – 419 84 – 110 9 420 – 539 111 – 142 10 540 – 679 143 – 179 11 >679 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil ap‐ pliance or one solid fuel appliance Column CPassive opening 1 – 22 1 – 15 Passive opening 23 – 41 16 – 28 Passive opening 42 – 66 29 – 46 Passive opening 67 – 100 47 – 69 Passive opening 101 – 143 70 – 99 231 – 290 Passive opening 144 – 195 100 – 135 Passive opening w/motorized damper 196 – 258 136 – 179 Passive (see IFGC Appendix E, Worksheet E‐1)Size and type Other, describe: Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units Powered makeup air >419 >290 Combustion air Not required per mechanical code (No atmospheric or power vented appliances) Passive opening w/motorized damper 259 – 332 180 – 230 Passive opening w/motorized damper 333 – 419 IFGC Appendix E, Worksheet E‐1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed. If CAS Volume (from Step 2) i s less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = / = Step 6: Calculate Reduction Factor (RF). RF = 1 mi nus Ratio RF = 1 ‐ = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = in2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. 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. 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 New Construction Energy Code Compliance Certificate Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted6/15/18 Mailing Address of the Dwelling or Dwelling Unit19703 Henning Ave. Name of Residential Contractor MN License NumberCountry Joe Homes BC627670 City Plan ID Lakeville LindenTHERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply x Passive (No Fan) No n o r N o t A p p l i c a b l e Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Fo a m , C l o s e d C e l l Fo a m O p e n C e l l Mi n e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Ri g i d , I s o c y n u r a t e Active (With fan and monometer or other system monitoring device) Location (or future Location) of Fan: Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X exterior Perimeter of Slab on Grade X Rim Joist (1st Floor)R-20 X Interior Rim Joist (2nd Floor)R-20 X Interior Wall R-21 X Ceiling, flat R-49 X Ceiling, vaulted R-49 X Bay Windows or cantilevered areas Floors over unconditioned areas 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 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 NAT GAS ELECTRIC R-410A Passive Manufacturer Bryant Rheem Bryant Powered Model 912SB48080S17 Marathon BA13NA042 Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:80000 Capacity in Gallons:105 Output in Tons:3.5 Other, describe: Efficiency AFUE or HSPF%92%SEER or EER 13 Location of duct or system: RESIDENTIAL LOAD CALC HEAT LOSS HEAT GAIN COOLING LOAD 65225 30656 37108 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 Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 40%=124 High:70%=217 Location of duct or system: Balanced Ventilation Capcity in CFMS:furnace room Locations of Fans, describe:Cfm's Capacity continuous ventilation rate in cfms:95 " round duct OR Total ventilation (intermittent + continuous) rate in cfms:190 " metal duct 07 / 2 4 / 1 8 X KH