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HomeMy WebLinkAboutLA171014 - 20161 Harvest Dr Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 07/22/2019dmathews Secure door closed until deck is constructed with a separate permit. 4' WSP4' WSP4' WSP4' WSP UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. (1)11-7/8 LSL (3)9-1/2" LSL (1 ) 1 1 - 7 / 8 L S L Verify loads with girder truss specs, may require removal of top plates at bearing due to crushing. 5.17' LIB 5.17' LIB 5.17' LIB 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP 3.25' CS-WSP 3.25' CS-WSP PFH PFH 4' WSP 4' WSP 4' WSP 4' WSP 4' WSP -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). 8' LIB 8' LIB 4' WSP 4' WSP 2.25' WSP 2.25' WSP 8' LIB 8' LIB 2.25' WSP8' LIB4' WSP 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 TS 1 - 2 1 0 ' 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 BB O 1 - 2 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 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 2 Wall Framing Pl o t I D L e n g t h P r o d u c t Plies Net Qty TS H d 1 - 2 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 2 2 TS H d 2 - 2 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 4 TS 1 - 2 TS H d 2 - 2 So l i d B l o c k i n g So l i d B l o c k i n g TS H d 2 - 2 TS H d 1 - 2 BB O 1 - 2 Un d e s i g n e d 4- 2 x 6 F l o o r T r u s s e s 3 T r i m m e r s Customer:Job Name:Address/Lot:Brandl Anderson Miller Residence 20161 Harvest Drive City, State:Lakeville, MN Plan/Model #:Lauren Job Number:23599Lyman 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:Alex S.Drawn Date:6/26/2019 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 lt 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 ail 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 is 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 th 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 is 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 th 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 ye 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 To 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 H H U S 4 1 0 3 0 - 1 6 d c o m m o n - 1 0 - 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 I U S 1 . 8 1 / 1 1 . 8 8 1 0 - 1 0 d c o m m o n - 2 - 1 0 d x 1 - 1 / 2 No H3 1 S i m p s o n H G U 5 . 5 0 ( H 1 = 1 1 ) 3 6 - S D S s e l f - d r i l l i n g w o o d s c r e w 0 . 2 4 2 d i a . x 2 1 / 2 " - 2 4 - S D S s e l f - d r i l l i n g w o od screw 0.242 dia. x 2 1/2" No H5 2 6 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 - - No Pr o d u c t s Plo 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 3 F2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 5 F1 8 ' 1 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 3 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 6 TJ I B l o c k i n g 2 ' 1 0 1 / 4 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 M1 - 3 2 0 ' 0 " 1 3 / 4 " x 2 0 " 2 . 0 E M i c r o l l a m ® L V L 3 3 M2 2 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l l a m ® L V L 1 1 M3 - 3 2 0 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l l a m ® L V L 3 3 M4 - 2 1 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l l a m ® L V L 2 2 5x 7 P S L 1 0 ' 0 " 5 1 / 4 " x 7 " 1 . 8 E P a r a l l a m ® P S L 1 1 TS 1 - 2 2 0 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 1 1 2 0 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 1 TS 2 1 6 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 1 TS 4 - 2 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 3 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 2 TS 5 - 2 6 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 6 - 3 1 2 ' 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 TS 7 - 2 2 0 ' 0 " 1 3 / 4 " x 7 1 / 4 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 Ri m 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 5 2X 8 F l a t B l o c k i n g 1 0 ' 1 1 5 / 8 " 2 x 8 b l o c k i n g ( 1 1 7 / 8 " j oist depth) 1 1 Wa l l F r a m i n g Plo t I D L e n g t h P r o d u c t Plies Net Qty TS H d 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 n d ® L S L 2 2 TS H d 3 - 3 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 TS H d 2 - 2 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 2 2 BB O H d 1 - 2 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 3 - 3 4 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 3 3 BB O H d 2 - 2 4 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 2 - 2 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 S t a r t J o i s t L a y o u t H e r e . 1 9 . 2 " o / c CS CS TS H d 1 - 2 TS H d 2 - 2 BB O H d 3 - 3 BB O H d 1 - 2 TS H d 3 - 3 BB O H d 2 - 2 TS 6 - 3 TS 1 - 2 M 4 - 2 TS 4 - 2 M 3 - 3 TS 5 - 2 M1 - 3 G i r d e r T r u s s F 1 8 ' Ri m Ri m Ri m Ri m Ri m 2X 8 F l a t B l o c k i n g TJ I B l o c k i n g TS 3 E1 A l t 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 span rated sheathing ( 7 16 " Min.). Attach with 8d (0.113" x 2 3 8 ") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. E1 A L T Timberstrand ® LSL rim board to match TJI® depth WARNING 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 . T S 1 1 R i m T S 3 M 2 T S 2 TS 7 - 2 5x 7 P S L 1' 5 " 12 , 9 4 5 # B B O H d 2 - 2 B B O H d 2 - 2 H 3 H2 H1 F3 6 ' 19 . 2 " O . C . F1 8 ' 19 . 2 " O . C . F3 4 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F2 0 ' 19 . 2 " O . C . H5 H5 H5 H5 H5 4- 2 x 6 3- 2 x 6 Customer:Job Name:Address/Lot:Brandl Anderson Miller Residence 20161 Harvest Drive City, State:Lakeville, MN Plan/Model #:Lauren Job Number:23599Lyman 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:Alex S.Drawn Date:6/26/2019 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 lt 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 ail 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 is 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 th 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 is 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 th 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 ye 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 *** Wall Framing Plo t I D L e n g t h P r o d u c t Plies Net Qty TS H d 1 - 2 1 0 ' 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 BB O H d 1 - 2 7 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 4 BB O H d 2 - 2 6 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 2 - 2 5 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 3 - 2 4 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 3 - 2 3 ' 0 " 2 x 1 0 S P F N o . 1 / N o . 2 2 2 BB O H d 1 - 2 BB O H d 3 - 2 BB O H d 1 - 2 B B O H d 2 - 2 Gi r d e r T r u s s Gi r d e r T r u s s BB O H d 2 - 2 TS H d 1 - 2 BB O H d 3 - 2 Customer:Job Name:Address/Lot:Brandl Anderson Miller Residence 20161 Harvest Drive City, State:Lakeville, MN Plan/Model #:Lauren Job Number:23599Lyman 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:Alex S.Drawn Date:6/26/2019 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 lt 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 ail 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 is 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 th 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 is 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 th 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 ye 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 *** Date Certificate Post x Passive (No Fan ) Active (With fan and monometer or other system monitoring device ) Location (or future location) of Fan: Other Please Describe Here x R-15 x x R-20 x x R-20 x x 19+5 x x R-49 x R-49 x R-38 x R-38+5 x x Not applicable, all ducts located in conditioned space X x Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF%95% Cfm's " round duct OR " metal duct Not required per mech. code X Passive x Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " Flex " metal duct New Construction Energy Code Compliance Certificate Heating System MECHANICAL SYSTEMS R-value R-8 Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Cooling System Make-up Air Select a Type Perimeter of Slab on Grade R10 Rigid Exterior, R10 Int closed cell Rig i d , I s o c y n u r a t e Min e r a l F i b e r b o a r d Rig i d , E x t r u d e d P o l y s t y r e n e Total ventilation (intermittent + continuous) rate in cfms: Capacity continuous ventilation rate in cfms: City Mailing Address of the Dwelling or Dwelling Unit Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. 50 Location of duct or system: Rating or Size Efficiency Lennox Electric 13SEER /EER Output in Tons:2 13ACXN024 Location of duct or system: 192 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Balanced Ventilation capacity in cfms: High: High: Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 46769 14481Residential Load Calculation Heating Loss 82 18,966 Building envelope air tightness: Describe other insulated areas Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling LoadHeating Gain 20161 Harvest Drive R-5 where required Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Natural Gas ML195UH070XP36 0.30 Solar Heat Gain Coefficient (SHGC): Natural Gas Domestic Water Heater Ceiling, flat Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Average U-Factor (excludes skylights and one door ) U: 0.30 Fo a m , C l o s e d C e l l 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 Below Entire Slab Rim Joist (2nd Floor+) Rim Joist (1st Floor) R10 Rigid Exterior, R10 Int closed cell R5 Exterior, R19 Batts Attic Name of Residential Contractor MN License Number RADON CONTROL SYSTEMTHERMAL ENVELOPE Fo a m O p e n C e l l 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 BC604388Brandl Anderson Homes Wall Fi b e r g l a s s , B a t t s 000000Builders Associaton of Minnesota version 101014 40,000 X X 40,000 40,000 3000 3000 3000 40,000 40,000 13.33 13.33 1728 1728 .58 .58 .42 .42 5.6 2.4 240 375 375 NR 3618 543 543 155 78 0 7 / 0 8 / 1 9 X K P