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LA167130 - 19313 Impala Ave Permit Pack
RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: S e c u r e d o o r c l o s e d u n t i l d e c k i s c o n s t r u c t e d w i t h a s e p a r a t e p e r m i t . C o n c e p t A p p r o v a l O N L Y S u b j e c t t o F i e l d I n s p e c t i o n I n s p e c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 2 / 2 7 / 2 0 1 9 d m a t h e w s 4 4 4 4 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 . ··················· C o r n e r F P O p t i o n 4 4 4 4 4 3 . 2 5 3 . 2 5 6 6 6 5 5 4 4 4 4 4 4 P F H P F H ··················· - 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 ) . 4 4 4 4 4 4 4 4 4 4 4 C o n n e c t i o n s Weyerhaeuser prepared these plans for the specification of Trus Joist products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any unauthorized copying of reproduction willconstitute an infringement of copyright.LENNAR - MN 4014 WASHBURN ALL ELEVATIONS R12 -152106 4014 D,E S heet 1 of 3 St r u c t u r a l F r a m e r ' s Po c k e t G u i d e . Ac c e s s w i t h y o u r S m a r t P h o n e . htt p : / / w o o d b y w y . c o m / d o c u m e n t / t j - 90 0 1 / Have a damaged joist or beam?File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to:www.damagereport.w o o d b y w y c o m Specification Team service.request@weyerhaeuser.com (888) 453-8358........www.woodbywy.com Drawn By:ALAN GOriginal Date:8/13/12 Rev.ByDate JLH9-21-18CommentsUpdate garage expansion option.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A 12/16/13N/A Dr i v e n a i l s a t a n an g l e t o m i n i m i z e sp l i t t i n g o f p l a t e On e 1 0 d ( 3 " ) b o x n a i l e a c h si d e o f m e m b e r a t b e a r i n g , 1 1 2 " m i n i m u m f r o m e n d Se e f r a m i n g p l a n ( i f a p p l i c a b l e ) or i L e v e l ® Fr a m e r ' s P o c k e t Gu i d e f o r m i n i m u m e n d a n d in t e r m e d i a t e b e a r i n g l e n g t h s . TJ I ® JO I S T N A I L I N G R E Q U I R E M E N T S a t B E A R I N G 1 3 4 " m i n i m u m b e a r i n g a t en d s u p p o r t ; 3 1 2 "m i n i m u m at i n t e r m e d i a t e s u p p o r t TJ I ® J o i s t t o B e a r i n g P l a t e Sh ea rt r an s fe r: Co n n e c ti on s e q u i va l en t t o fl o o r p a n e l n a i l i n g s c h e d u l e O n e 8 d ( 2 1 2 ") b o x na i l e a c h s i d e . Dr i v e n a i l s a t a n an g l e a t l e a s t 1 1 2 " fr o m e n d . Sq u a s h B l o c k s t o T J I ® J o i s t ( L o a d b e a r i n g w a l l a b o v e ) On e 1 0 d ( 3 " ) b o x n a i l in t o e a c h f l a n g e 10'-0" 11'-6"1'-0"1'-0"1'-0" 1'-0" 9'-0"9'-0"6'-0"3'-0"1'-0" 1'-0"1'-0"360 1'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEMinimum distance from edge of hole to inside face of nearest intermediate or cantilever support 16'-0"15'-6"21'-0"20'-6"18'-0"17"17'-0"DO NOT cut, notch or drill holes in headers except as indicated in illustrations and tables.For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist.Distances are based on the maximum uniform loads shown in current Trus Joist® product guides. For other load conditions or hole configurations contact your Weyerhaeuser representative.15"8" 10"6"4" 12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 1 8 "o fw e b( m i n i m u m )a tt o pa n db o t t o mo fh o l e .Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support 10'-6"9'-6"15'-0"13'-6"4'-0" 8'-0"2'-6"230 3'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"230 5603601'-0"1'-0"1'-0"230 560 2103601'-0"1'-0"1'-0"1'-0"11 7 8 "1'-0"230 360 110 2105602'-0"1'-0"1'-6"360 2101103'-0"1'-0"1'-0"9'-0"5'-0"1'-0" 2'-6"1'-0"1'-0"1'-0"1'-6"2'-6"3'-0"1'-0"1'-0"1'-6"2'-0"1'-0"5'-6"5'-6"3'-0"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-0"13'-6"12'-6"5'-6"9'-6"3'-0"8'-6"5'-6"2'-6" 5'-0"4'-0"1'-0"4'-6"7'-0"2'-0"8'-0"5'-6"2'-0"1'-6"4'-6"4'-0"9'-0"9'-6"11'-0"4'-6"12'-0"8'-0"9'-0"8'-0"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"DEPTH 9 1 2 "TJI ®2101102"2'-0"1'-6"18"20"1'-0"360 560 5603601'-0"1'-0"1'-0"560 1'-0"4"4"3'-6"3'-0"6 1 2 "7'-6"7'-6"8 7 8 "11"1'-0" 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"8"10"1'-0"10'-0"5'-0"11'-0"5'-0"1'-0"2'-0"7'-0"7'-0"3'-0"12"6'-6"15"7'-6"3'-0"2'-6" 4'-6"4'-6"2'-0"1'-6"3'-6"2'-6"1'-0"1'-0"1'-0"3'-0"1'-0"1'-0"2'-0"4'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"3'-0"3'-0"1'-0"1'-0"12'-6"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"10'-6"14'-6"13'-0"1'-0"3'-6"2'-0"5'-0"9'-0"7'-6"1'-0"5'-0"4'-0"2'-6" 6'-0"4'-6"10'-0"9'-0"13'-0"16'-0"14'-6"13'-0"12'-6"15'-0"14'-0"9'-6"12'-0"11'-0"10'-0"10'-0"8'-0"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"7'-6"6'-6"12'-0"9'-0"9'-0"1'-0"6"1'-6"1'-0"1'-0"3"1'-0"3'-0"2'-6"2'-0"1'-6"2"1'-0"1'-0"1'-0"1'-0"1'-0"4"4'-0"3'-6"4"6 1 2 "7'-0"6'-6"11"8 7 8 "10'-0"12'-0"11'-6"11'-0"10'-0"5'-0"6'-6"4'-0"2'-6"11'-0"9'-6"8'-0"1'-0"8"1'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"10'-6"SQUARE OR RECTANGULAR HOLE SIZE 13"6'-0"6'-6"ROUND HOLE SIZEMinimum distance from edge of hole to inside face of nearest end support 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"560 16"14"1'-0"360 210 230560 1'-0"1'-0"1'-0"210 2301101'-0"1'-0"1'-0"11 7 8 "9 1 2 "110 230 3602101'-0"1'-0"1'-0"1'-0"110 230 3602101'-0"1'-0"1'-6"1'-0"8'-0"1'-6" 3'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"8'-0"5'-6"1'-6"2'-0"6'-0"3'-6"4'-0"9'-0"3'-0"3'-6"2'-6"6'-0"6'-6"5'-0"1'-0"1'-0"1'-6"1'-0"1'-0"2'-6"2'-0"1'-6"2'-0"2'-6"3'-0"2'-0"4'-0"3'-6"2'-6"3'-0"5'-0"6'-0"7'-0"5'-6"Table A - End Support 3"DEPTH TJI ®2" 4"8 7 8 " 11"1'-6"2'-0"1'-0"2'-6"2'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"5'-0"3'-6" 8'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"3'-6"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"9'-6"8'-0"9'-0"8'-0"10'-0"7'-0"6'-6"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"1'-6"2'-6"2'-0"2'-0"2'-6"4'-0"3'-0"3'-0"3'-6"3'-0"2'-6"2'-6" 3'-6"5'-0"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4"11"8 7 8 " Al s o s e e d e t a i l B 2 6 1 2 "5'-0"5'-0"5'-6"6'-0"2'-6"3'-0"4'-6"2'-6"1'-0"1'-6"1'-0"2'-6"1'-0"1'-0"2'-6"5'-0"1'-0"1'-0"6 1 2 "4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"6'-6"3'-0"2'-6"5'-6"7'-0"5'-0"4'-0"3'-0"3'-6"5'-0"2'-6"1'-6"2'-0"1'-0"3'-0"1'-0"1'-0"3'-0"5'-6"1'-0"1'-0"5'-6"5'-6"6'-6"4'-6"4'-0"4'-6"5'-0"7'-0"3'-6"3'-6"6'-6"7'-6"6'-0"5'-0"5"5"7"7"1'-0"1'-0"1'-0"5"4'-0"4'-6"2'-6"3'-0"6'-6"5'-6"1'-0"5'-6"3'-6"3'-6"3'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"5'-0"7"4'-0"3'-0"2'-0"3'-6"4'-0"3'-6"1'-0"6'-6"6'-0"5'-6"7'-6"2'-6"8'-6"5'-0"7"5"5'-6"6'-6"3'-6"2'-6"5'-6"4'-0"4'-0"2'-0"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-0"8'-0"11'-0"6'-0"9'-6"8'-6"10'-0"11'-0"5'-6"7'-6"8'-6"10'-0"6'-0"7'-0"7'-0"5"1'-0"1'-0"1'-0"1'-0"7"1'-0"1'-0"1'-0"1'-0"5" 7"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"4'-0"5"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"7" 5"1'-0"1'-0"3'-6"1'-6" 6'-6"4'-0"6'-0"8'-6"7"1.3E TimberStrand ®LSL allowed hole zone d dMicrollam®LVL and Parallam ®P S L allowed hole zone middle 1 3 span1.3E TimberStrand ®LSL hole zoneMicrollam®LVL and Parallam ®PSL hole zone 2 x diameter of the largest hole (minimum)d13depth 1"2"1 3 4 "MAXIMUM ROUND HOLE SIZEHEADER DEPTH 4 3 8 "7 1 4 "t o2 0 "5 1 2 "See illustration for Allowed Hole ZoneOther Trus Joist ®Trus Joist ®Headers and Beams1.55E TimberStrand ®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams 1 3 depth2 x diameter of the largest hole (minimum)2xd i a m e t e ro ft h e largest hole (minimum)Allowed hole zone 8"8"See illustration for allowed hole zone1114"-11 7 8 "14" to 16"9 1 4 "-9 1 2 "HEADER DEPTHMAXIMUM ROUND HOLE SIZE 3 5 8 "4 5 8 "3"No holes in headers or beams in plank orientation.Round holes onlyGeneral Notes General Notes No holes in headers or beams in plank orientation.Allowed hole zone suitable for uniformly loaded headers and beams only.Round holes only No holes in cantilevers. BE A M A T T A C H M E N T a t B E A R I N G Th i s sh e e t is in t e n d e d as a s up p l e m e n t t o t h e T r u s J o i s t ® F r a m e r 's Po ck e t G u i d e , w h ic h sh ou l d b e r e f e r e n c e d f o r a d d i t i o n a l i n f o r m a t i o n . TH I N K S A F E T Y - R E A D I N S T A L L A T I O N I N F O R M A T I O N B E F O R E P R O C E E D I N G Al l o w a b l e L o a d 40 0 47 5 All o w a b l e l o a d d e t e r m i n e d i n a c c o r d a n c e w i t h A C 1 2 4 . Co r r o s i o n - r e s i s t a n t f a s t e n e r s r e q u i r e d f o r w e t - s e r v i c e a p p l i c a t i o n s . 1 1 4 " Ti m b e r S t r a n d ® LS L r i m b o a r d EX T E R I O R D E C K A T T A C H M E N T St r u c t u r a l e x t e r i o r s h e a t h i n g Se e f a s t e n e r ta b l e b e l o w . M a i n t a i n 2" d i s t a n c e ( m i n i m u m ) f r o m ed g e o f l e d g e r t o f a s t e n e r . 8" d i a m e t e r m a x i m u m h o l e f o r 1 1 7 8 "- 16 " d e e p b l o c k i n g p a n e l s ; 6 " d i a m e t e r ma x i m u m f o r TJ I ® bl o c k i n g p a n e l s 9 1 2 " d e e p o r s h o r t e r t h a n 1 2 " l o n g . Do n o t c u t f l a n g e s . GE N E R A L T R U S J O I S T P R O D U C T A S S E M B L Y D E T A I L S E1 E1 W We b s t i f f e n e r s re q u i r e d e a c h sid e a t E 1 W Ba c k e r b l o c k : I n s t a l l t i g h t t o t o p f l a n g e ( t i g h t t o bo t t o m f l a n g e w i t h f a c e mo u n t h a n g e r s ) . A t t a c h wi t h t e n 1 0 d ( 3 " ) b o x na i l s , c l i n c h e d w h e n po s s i b l e . H2 Ba c k e r b l o c k bo t h s i d e s of w e b wi t h s i n g l e TJ I ® jo i s t Fi l l e r b l o c k : A t t a c h w i t h t e n 1 0 d ( 3 " ) b o x na i l s , c l i n c h e d . U s e t e n 1 6 d ( 3 1 2 ") b o x n a i l s f r o m e a c h s i d e w i t h 3 1 2 " TJ I ® jo i s t fl a n g e w i d t h s . U s e f i f t e e n n a i l s w i t h TJ I ® jo i s t d e p t h s g r e a t e r t h a n 1 6 " . 1 2 "l a g b o l t LA 3 8 "l a g b o l t Fa s t e n e r Fl a s h i n g Tr e a t e d 2 x _ le d g e r 40 0 N.A . 1 1 8 " Tr u s J o i s t ® rim b o a r d We b s t i f f e n e r e a c h s i d e . Se e s i z e s b e l o w . W Ti g h t f i t WE B S T I F F E N E R A T T A C H M E N T Ga p : 1 8 "m i n i m u m 2 3 4 "m a x i m u m Th r e e 8 d ( 2 1 2 ") b o x n a i l s , c l i n c h e d (T h r e e 1 6 d ( 3 1 2 ") b o x n a i l s a t 3 1 2 " TJ I ® jo i s t f l a n g e w i d t h s 1 1 2 " 1 1 2 " Lo a d b e a r i n g o r s h e a r w a l l a b o v e (m u s t s t a c k o v e r w a l l b e l o w ) TJ I ® bl o c k i n g pa n e l We b s t i f f e n e r s re q u i r e d e a c h s i d e a t B1 W a n d B 2 W B2 B1 B1 W B2 W 1 16 " 2x 4 m i n i m u m sq u a s h b l o c k s Us e 2 x 4 m i n i m u m s q u a s h b l o c k s t o tr a n s f e r l o a d a r o u n d T J I ® jo i s t CS Lo a d f r o m a b o v e 2x 4 m i n i m u m sq u a s h b l o c k s 1 16 " Wi t h t o p f l a n g e h a n g e r s , b a c k e r b l o c k r e q u i r e d on l y f o r d o w n w a r d l o a d s e x c e e d i n g 2 5 0 l b s o r f o r up l i f t c o n d i t i o n s . NO T E : S T U C T U R A L D O C U M E N T S F O R T H I S P R O J E C T P E R T H E D E S I G N P R O F E S S I O N A L O F R E C O R D S H A L L SU P E R C E D E A L L A S S E M B L I E S S H O W N I N T H I S S E C T I O N , A L S O R E F E R T O T R U S J O I S T ® P L A C E M E N T P L A N S (A N D M A T E R I A L S C H E D U L E S ) F O R R E Q U I R E D M A T E R I A L . Co o r d i n a t e l o a d r e q u i r e m e n t s w i t h t h e d e s i g n p r o f e s s i o n a l o f r e c o r d . Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI ® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI ®joist before additional loads can be placed on the system.WARNING NOTES:WARNING Joists are unstable until braced laterally Bracing Includes:Blocking HangersSheathing Rim BoardStrut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls.DO NOT walk on joists that are lying flat.D ON O Tw a l ko nj o i s t s until braced.INJURY MAY RESULT.Weyerhaeuser, Microllam ®, Parallam ®, Silent Floor ®, TimberStrand ®,T J I ®,and Trus Joist ®a r er e g i s t e r e dt r a d e m a r k s of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. Ti m b e r S t r a n d ® L S L , Tr u s Jo i s t ® ri m b o a r d , o r (Mi c r o l l a m ® L V L wi t h E O R ap p r o v a l ) s e e p l a c e m e n t p l a n . Ti m b e r S t r a n d ® L S L , Tr u s Jo i s t ® ri m b o a r d , o r ( Mi c r o l l a m ® LV L wi t h E O R a p p r o v a l ) Ti m b e r S t r a n d ® L S L , Tr u s Jo i s t ® ri m b o a r d , o r ( Mi c r o l l a m ® LV L wi t h E O R a p p r o v a l ) Ti m b e r S t r a n d ® L S L , Tr u s Jo i s t ® ri m b o a r d , o r ( Mi c r o l l a m ® LV L wi t h E O R a p p r o v a l ) s e e pl a c e m e n t p l a n . B4 En d o f j o i s t a t c e n t e r l i n e o f s u p p o r t . B l o c k i n g p a n e l s r e q u i r e d . Lo a d b e a r i n g o r s h e a r w a l l a b o v e ( m u s t s t a c k o v e r w a l l b e l o w w h e n p r e s e n t ) Pl a t e n a i l - 1 6 d ( 0 . 1 3 5 " x 3 1 2 ") at 1 6 " o n - c e n t e r * Fl o o r p a n e l n a i l - 8 d ( 0 . 1 3 1 " x 2 1 2 ") at 6 " o n - c e n t e r * A3 W W To e n a i l - 1 0 d ( 0 . 1 3 1 " x 3 " ) at 6 " o n - c e n t e r * Wh e n s h e a t h i n g t h i c k n e s s e x c e e d s 7 8 ", tr i m s h e a t h i n g t o n g u e a t r i m b o a r d We b S t i f f e n e r s r e q u i r e d ea c h s i d e a t A 3 . _ W A3 A3 . 2 A3 . 1 A 3 . 3 A3 . 1 WA3 . 2 WA3 . 3 Ti m b e r S t r a n d ® L S L , Tr u s J o i s t ® rim b o a r d , o r ( Mi c r o l l a m ® L V L wi t h EO R a p p r o v a l ) s e e p l a c e m e n t p l a n . Fo r r i m b o a r d t h i c k e r t h a n 1 3 4 " -A t t a c h TJ I ® Jo i s t t o r i m b o a r d w i t h o n e 1 0 d ( 0 . 1 2 8 " x 3 " ) na i l . T o p n a i l f r o m TJ I ® jo i s t i n t o r i m b o a r d . - C o n n e c t c o r n e r w i t h f o u r 1 0 d ( 0 . 1 2 8 " x 3 " ) n a i l s . T o e n a i l fr o m s i d e o f p a r a l l e l c l o s u r e i n t o r i m b o a r d . *C o n v e n t i o n a l c o n s t r u c t i o n c o d e m i n i m u m f o r u s e w i t h A3 o n l y . S e e t h e T r u s J o i s t T J I ® S p e c i f i e r ' s G u i d e , # T J - 4 0 0 0 , an d t h e T r u s J o i s t ® R i m B o a r d S p e c i f i e r ' s G u i d e , # T J - 8 0 0 0 , fo r A 3 . 1 - A 3 . 3 i n s t a l l a t i o n s p e c i f i c a t i o n s a n d a p p l i c a t i o n s . Do u b l e to p p l a t e St u d Ki n g s t u d He a d e r p l a t e st o p s a t i n s i d e fa c e o f tr i m m e r s He a d e r - p e r p l a n (b e a r s d i r e c t l y o n tr i m m e r s ) Tr i m m e r s -p e r p l a n He a d e r cr i p p l e Ty p i c a l H e a d e r D e t a i l Wi n d o w / Do o r O p e n i n g On l y h e a d e r o p e n i n g s a n d r o o f l o a d s w h i c h a f f e c t T r u s J o i s t pr o d u c t s i z e s h a v e b e e n d e n o t e d o n t h i s l a y o u t . I n a d d i t i o n t o an y C S d e t a i l c a l l o u t s s h o w n , s o l i d b l o c k i n g a n d / o r s q u a s h bl o c k s a r e r e q u i r e d t o p r o v i d e v e r t i c a l l o a d t r a n s f e r f r o m a l l co n c e n t r a t e d l o a d l o c a t i o n s t o f o u n d a t i o n b e l o w . S e e p o c k e t fr a m e r g u i d e f o r a p p r o p r i a t e d e t a i l ( s ) . AS S U M E D B E A R I N G L E N G T H F O R B E A M S At p a r a l l e l w a l l s a s s u m e 1 - 1 / 2 " e n d b e a r i n g , a t p e r p e n d i c u l a r w a l l s as s u m e f u l l w a l l w i d t h e n d b e a r i n g U N O . AL L O W A B L E J O I S T S H I F T S In d i v i d u a l j o i s t s c a n b e s h i f t e d u p t o 3 " m a x i m u m f r o m t h e i r o n - c e n t e r sp a c i n g t o a v o i d h a n g e r i n t e r f e r e n c e / p l u m b i n g d r o p s / p o s t . (D O N O T E X C E E D 2 4 " O . C . M A X I M U M S P A C I N G ) CA N T I L E V E R S / T R U S S E S De s i g n a s s u m e s a l l t r u s s e s a t f l o o r c a n t i l e v e r s a r e c o n n e c t e d t o t h e wa l l a n d N O T t o t h e T r u s J o i s t r i m b o a r d . I f t r u s s e s n e e d t o c o n n e c t to t h e T r u s J o i s t r i m b o a r d , c o n t a c t W e y e r h a e u s e r f o r a c o n n e c t i o n de t a i l p r i o r t o i n s t a l l a t i o n . JO I S T & B E A M H A N G E R F A C E N A I L I N G R E Q U I R E M E N T S * F O R 3 & 4 P L Y S U P P O R T I N G M E M B E R S Fo r I U S o r T H F H a n g e r s - U s e 1 0 d ( 0 . 1 4 8 " ) x 3 " n a i l s . Fo r M I U , H U , H H U S , H G U S o r H D , T H D , T H D H H a n g e r s - U s e 1 6 d (0 . 1 6 2 " ) x 3 - 1 / 2 " n a i l s . *F o r h a n g e r s t h a t h a v e j o i s t f a s t e n e r s / c o n n e c t i o n s , f i l l a l l h o l e s w i t h th e m a n u f a c t u r e r ' s r e c o m m e n d e d f a s t e n e r s . ** F L O O R & R O O F D E S I G N P A R A M E T E R S * * Fa c e m o u n t ha n g e r To p f l a n g e ha n g e r Ve r i f y c o l u m n c a p a c i t y an d b e a m b e a r i n g le n g t h . S e e c u r r e n t iL e v e l ® l i t e r a t u r e . L5 L1 BE A R I N G A T CO L U M N Co l u m n Se e c u r r e n t T r u s J o i s t ® l i t e r a t u r e fo r f r a m i n g c o n n e c t o r s L6 Ad d i t i o n a l n a i l i n g o r b o l t i n g m a y b e re q u i r e d w i t h si d e - l o a d e d m u l t i p l e - m e m b e r be a m s . R e f e r t o c u r r e n t p r o d u c t l i t e r a t u r e . CO N N E C T I O N O F M U L T I P L E P I E C E S OF T O P - L O A D E D B E A M S (1) Mi n i m u m o f 3 r o w s 1 0 d ( 3 " x 0 . 1 2 8 " ) n a i l s a t 1 2 " o . c . Mi n i m u m o f 4 r o w s 1 0 d ( 3 " x 0 . 1 2 8 " ) n a i l s a t 1 2 " o . c . fo r 1 4 " a n d d e e p e r b e a m s If u s i n g 1 2 d ( 3 1 4 ") o r l a r g e r n a i l s , t h e n u m b e r o f na i l i n g r o w s m a y b e r e d u c e d b y o n e . (1 ) L o a d m u s t b e a p p l i e d e v e n l y a c r o s s e n t i r e be a m w i d t h . O t h e r w i s e , u s e c o n n e c t i o n s f o r si d e - l o a d e d b e a m s . 3 1 2 " W i d t h P i e c e s : Mi n i m u m o f 2 r o w s 1 2 " b o l t s a t 24 " o . c . s t a g g e r e d 1 3 4 " W i d t h P i e c e s : L2 L3 Pr o t e c t u n t r e a t e d wo o d f r o m d i r e c t co n t a c t w i t h co n c r e t e L4 BE A R I N G A T W A L L BE A R I N G F O R D O O R OR W I N D O W H E A D E R S t r a p p e r c o d e i f t o p p l a t e is n o t c o n t i n u o u s o v e r he a d e r BE A M T O B E A M CO N N E C T I O N BE A R I N G A T CO N C R E T E W A L L Ti m b e r S t r a n d ® L S L , Tr u s J o i s t ® rim bo a r d , ( Mi c r o l l a m ® L V L wi t h E O R ap p r o v a l ) , o r TJ I ® bl o c k i n g f o r l a t e r a l s u p p o r t BE A M D E T A I L S 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 t o 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 sp a n r a t e d s h e a t h i n g ( 7 16 "M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . E1 A L T 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 . 16 ' m a x de c k 2' 11 7 / 8 " - 1 6 " T J I ® 2" 6" 16 ' m a x de c k 2' 91 / 2 " T J I ® 6" 2x _ F u r r i n g 24 16 sp a n r a t e d s h e a t h i n g ( 7 16 "M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . In v e r t e d h a n g e r ( s e e ha n g e r l i s t o n T r u s J o i s t st r u c t u r a l l a y o u t ) Tr e a t e d l e d g e r 1 1 8 " x 1 1 7 / 8 " Tr u s J o i s t ® ri m b o a r d In v e r t e d h a n g e r ( s e e ha n g e r l i s t o n i L e v e l st r u c t u r a l l a y o u t ) Tr e a t e d l e d g e r E1 A L T L A 24 16 sp 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 L A 9 . 5 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 "w i d e Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t to p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6 " on - c e n t e r . Ti m b e r s t r a n d ® L S L r i m b o a r d to m a t c h T J I ® d e p t h 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 "w i d e Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t t o 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 . 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 . 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 . At t a c h r e i n f o r c e m e n t to TJI ®joist with 8d (2 1 2 ") co m m o n n a i l s a t 6 " o n - ce n t e r . W h e n r e i n f o r c i n g bo t h s i d e s , s t a g g e r n a i l s . E3 E2 2 ' - 0 " m a x i m u m Fa c e g r a i n ho r i z o n t a l 4' - 0 " l e n g t h o f 3 4 " r e i n f o r c e m e n t o n o n e s i d e a t E 2 , bo t h s i d e s a t E 3 AL T A L T Tim b e r s t r a n d ® L S L r i m b o a r d to m a t c h T J I ® d e p t h 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 "w i d e Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t t o p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") nails at 6" on - c e n t e r . 24 16 sp 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 ") nails at 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . 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 . Ti m b e r s t r a n d ® L S L r i m b o a r d to m a t c h T J I ® d e p t h UN L E S S N O T E D O T H E R W I S E FL O O R L I V E L O A D D E F L E C T I O N C R I T E R I A : L/ 4 8 0 FL O O R L I V E L O A D : 40 P S F F L O O R D E A D L O A D : 10 P S F SN O W L I V E L O A D : 35 P S F RO O F D E A D L O A D : 20 P S F (T R U S S E D R O O F S ) RO O F D E A D L O A D : 1 5 P S F * ( T J I / R A F T E R ) *D e a d L o a d s a r e a d j u s t e d f o r s l o p e c o r r e c t i o n TJ I ® bl o c k i n g pa n e l A1 PB 1 1 3 j o i s t s p a n 8 ' m a x . Ap p l y s u b f l o o r ad h e s i v e t o a l l co n t a c t s u r f a c e s Op t i o n # 3 : Option #1: Op t i o n # 2 : TJ I ® J o i s t b l o c k i n g w i t h e n d bl o c k s i n s t a l l e d a t 1 3 joist-span lo c a t i o n s u s i n g tw o 8 d ( 0 . 1 1 3 " x 2 1 2 ")nails or 2 1 2 "s c r e w s ,typical 2x _ s t r a p p i n g i n s t a l l e d a t 1 3 jo i s t - s p a n l o c a t i o n s u s i n g t w o 2 1 2 " s c r e w s p e r j o i s t , t y p i c a l Di r e c t l y a p p l i e d c e i l i n g Wh e n s p e c i f i e d o n t h e l a y o u t , o n e o f th e a b o v e b r a c i n g o p t i o n s i s r e q u i r e d Ad di t io n al No te s 1. 5 E T i m b e r S t r a n d ® LS L P r e s c r i p t i v e C h a r t 1 3 d e p t h 2 x d i a m e t e r o f t h e la r g e s t h o l e ( m i n i m u m ) 8" Se e i l l u s t r a t i o n f o r a l l o w e d h o l e z o n e 11 1 4 "- 1 1 7 8 " 14 " - 1 6 " 9 1 4 "- 9 1 2 " 3 5 8 " 4 5 8 " 3" Ro u n d h o l e s o n l y Ge n e r a l N o t e s No h o l e s w i t h i n 8 " o f j o i s t e n d s . Ma x i m u m R o u n d Ho l e S i z e Jo i s t D e p t h Al l o w e d h o l e z o n e 1. 5 E T i m b e r S t r a n d ® L S L 8" 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 ed 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 l y . 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 a m 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 c e 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 " th e a r e a o f a 7 - 1 / 4 " c i r c u m s c r i b e d h o l e A s m a l l e r h o l e c a n b e d r i l l e d w i t h i n ce n t e r e d i n t h e d e p t h o f t h e j o i s t ci r c u m s c r i b e d 7 - 1 / 4 " h o l e sm a l l e r h o l e d r i l l e d w i t h i n ci r c u m s c r i b e d a r e a o f 7 - 1 / 4 " h o l e as s u m i n g t h e c i r c u m s c r i b e d h o l e is a m i n i m u m o f 3 ' - 6 " f r o m f a c e o f b e a r i n g 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 f l o o r j o i s t Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companies would only be responsible for the individual member design, based on the assumed or known vertical loads. The Builder or General Contractor is responsible for the structure(s) overall design, and it is strongly recommended that all drawings and calculations be reviewed by the engineer of record for this particular project. PD F c r ea t ed wi t h pd fF a c t o r y P ro tr i al v e r s i on ww w. pd ff a c t o r y . c om ADD - EGRESS HEADER PlotID Length Product Plies Net Qty TSHd4-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2ADD - WALKOUT HEADERS PlotID Length Product Plies Net Qty TSHd1-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TSHd4-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 4ADD - LOOKOUT HEADERS - ABC PlotID Length Product Plies Net Qty TSHd2-2 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TSHd4-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 St a r t J o i s t L a y o u t H e r e . ALL ELEVATIONS PlotID Length Product Plies Net Qty FBk1 1' 5 11/16" 11 7/8" TJI® 210 1 1 TS1 44' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 3 TS2 30' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 4 TS3 28' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 12 TS4 16' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 12 TS5 12' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 5 TS6 8' 0" 1 1/2" x 11 7/8" 1.5E TimberStrand® LSL 1 4 TS8-3 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TS7 14' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 TS9-3 10' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 TS11-2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 6 TS10 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 1 TS12 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 1 2 STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 12 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 50ALL ELEVATIONS PlotID Qty Manuf Product Backer Blks WebStiff H1 16 Simpson LUS210 No NoADD - LOOKOUT HEADERS W/ CORNER FP OPTION PlotID Length Product Plies Net Qty TSHd3-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TSHd4-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 ALL ELEVATIONS SOIL PRESSURE BLOCKING PlotID Length Product Plies Net Qty Soil Pressure Blkg 116' 0" 11-7/8" TJI® 210 1 1ADD - FULL FOUNDATION PlotID Length Product Plies Net Qty Not Shown 44' 0" 1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 B1 B2 B2 A3 A3 A3 A3 A3 A3 A3 A3 CS CS CS CS CS CS CS CS CS CS CS B2 TS 8 - 3 TS 9 - 3 TS 1 1 - 2 TS 1 1 - 2 TS 1 1 - 2 T S 7 T S 1 2 T S 1 2 T S 1 0 TS H d 4 - 2 TS H d 1 - 2 TS H d 4 - 2 TS H d 4 - 2 TS H d 2 - 2 B B O H d 1 - 2 T S H d 4 - 2 T S 6 T S 5 S T R m 1 S T R m 1 S T R m 1 S T R m 1 S T R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 FB k 1 4. 5 " w / C o r n e r F i r e p l a c e O p t i o n TS H d 3 - 3 B B O H d 1 - 2 T S H d 4 - 2 3"3" 1' 2 5 / 1 6 " 1' 9 3 / 4 " 1' 3 7 / 8 " TS 3 19 . 2 " O . C . TS 4 19 . 2 " O . C . TS 4 19 . 2 " O . C . TS 4 19 . 2 " O . C . TS 6 19 . 2 " O . C . TS 5 19 . 2 " O . C . TS 2 19 . 2 " O . C . H1 H1 H1H1 TS 1 19 . 2 " O . C . 3" 3" 3" 3" 3" 3" 3" 3" 3. 5 " 4. 5 " WA L K O U T O P T I O N LO O K O U T O P T I O N EL E V A T I O N A , B , C LO O K O U T O P T I O N w/ C O R N E R F P O P T I O N EG R E S S O P T I O N In s t a l l ( 4 ) 2 x 6 s q u a s h b l o c k s u n d e r al l p o i n t s l o a d s a t f r o n t o f h o u s e . Fo r l a b e l e d P o i n t L o a d s e x c e e d i n g 10 , 0 0 0 l b s c o n t a c t L E N N A R f o r Fr a m i n g D e t a i l s . Fu l l F o u n d a t i o n : 1 - 1 / 2 " L S L 1 . 5 E fl u s h w i t h c a n t e d s i l l p l a t e . L S L at t a c h e d t o R i m h e l d t o i n s i d e l i n i n g up w i t h c o n c r e t e f o u n d a t i o n . ( 1 - 1 / 2 " LS L n o t s h o w n o n l a y o u t . ) All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material.NO MATERIAL CHANGE FOR FIREPLACE OPTIONS. 2" b r g o n 4 s t a l l op t i o n a n d e x p a n d e d ga r a g e o p t i o n 2- 5 / 8 " b r g 2- 5 / 8 " b r g 5" b r g o n 4 s t a l l o p t i o n a n d ex p a n d e d g a r a g e o p t i o n 5- 1 / 4 " w i d e c o l u m n 7" w i d e c o l u m n o n 4 st a l l o p t i o n a n d g a r a g e ex p a n s i o n o p t i o n ADD - LOOKOUT HEADERS - DE PlotID Length Product Plies Net Qty TSHd3-3 12' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 3 3 TSHd4-2 6' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TS H d 3 - 3 B B O H d 1 - 2 T S H d 4 - 2 3" 3" LO O K O U T O P T I O N EL E V A T I O N D , E Weyerhaeuser prepared these plans for the specification of Trus Joist products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any unauthorized copying of reproduction willconstitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A 12/16/13N/A LENNAR - MN 4014 WASHBURN ALL ELEVATIONS Rev.ByDate JLH9-21-18CommentsUpdate garage expansion option.Drawn By:ALAN GOriginal Date:8/13/12 Fi r s t F lo o r F ra m in g P la n Sc a l e : 1 / 4 " = 1 '- 0 " R12 -152106 4014 D,E S heet 2 of 3 St r u c t u r a l F r a m e r ' s Po c k e t G u i d e . Ac c e s s w i t h y o u r S m a r t P h o n e . ht t p : / / w o o d b y w y . c o m / d o c u m e n t / t j - 90 0 1 / Have a damaged joist or beam?File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to:w w w .d a m a g e r e p o r t .w Specification Team service.request@weyerhaeuser.com (888) 453-8358........www.woodbywy.com 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 : WA R N I N G : J O 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 : B l o c k i n g , H a n g e r s , R i m B o a r d , S h e a t h i n g , R i m J o i s t , S t r u t L i n e s 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 a c 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. P r o p e r l y i n s t a l l 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 J I ® j o i s t e n d s u p p o r t s . 2. E s t a b l i s h a 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 o r b r a c e d e n d w a l l . 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 n d t o e a c h j o i s 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 ® j o 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 . 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 ½ " f r o m t r u e a l i g n m e n t . WA R N I N G N O T E S : WA RN I NG 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 St r u t L i n e s Ri m 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 , M i c r o l l a m , P a r a l l a m , T i m b e r S t r a n d , T J I , TJ , a n d T r u s J o i s t a r e r e g i s t e r e d t r a d e m a r k s o f We y e r h a e u s e r N R . © 2 0 1 3 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 . TH I N K S A F E T Y - R E A D I N S T A L L A T I O N I N F O R M A T I O N B E F O R E P R O C E E D I N G A C O M P L E T E J A V E L I N ® L A Y O U T I N C L U D E S T H E W E YE R H A E U S E R F R A M E R ' S P O C K E T G U I D E . Only header openings and roof loads which affect Weyer haeu ser pr odu ct sizes ha ve been deno t ed on this lay ou t.I n add iti on t o any 'C S'de tail call outs s ho wn, solid blo ck i ng and /or s qua sh blo cks a re r equ ir ed to provi de v ertical l oad tr an sfer from all c on c en trat ed l oad locati on st of ounda ti on be lo w.S ee Po ck et Frame r's Gui de for app r op riate de tail (s). 3" a d j u st m en t al l o we d f o r joi s t spac ed 19 .2" o. c . o r le ss t o a c c o m m od a te plu m bing dr op s. DO N O T CU TJ OI ST F L A N G E S . This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please i den tify t he T JI® ,T im ber S trand ®L S L ,Microllam® LVL , and Parallam® PSL stamps on the product to ensure that this layout is v a l i d f o r t h e p r o d u c t s a c t u a l l y i n s t a l l e d .Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companies would only be responsible for the individual member design, based on the assumed or known vertical loads. The Builder or General Contractor is responsible for the structure(s) overall design, and it is strongly recommended that all drawings and calculations be reviewed by the engineer of record for this particular project. PD F c r ea t ed wi t h pd fF a c t o r y P ro tr i al v e r s i on ww w. pd ff a c t o r y . c om St a r t J o i s t L a y o u t H e r e . B4 A3 A3 A3 A3 A3 CS CS CS CS CS CS TS H d 1 - 2 T S H d 3 - 2 T S H d 5 - 2 TS H d 4 - 3 TS 8 - 2 TS 3 - 2 M2 - 2 T S 4 TS 5 TS H d 2 - 2 TS 1 - 2 BB O 2 0 TS 9 - 3 T S 1 0 T S 1 1 T S 1 2 S T R m 1 S T R m 1 S T R m 1 ST R m 1 ST R m 1 ST R m 1 ST R m 1 S T R m 1 ST R m 1 FB k 1 T S 7 T S 2 - 3 H 3 H3 H 7 H 2 H 2 H 6 1' 6 3 / 1 6 " 1' 5 3 / 1 6 " 1' 1 0 3 / 1 6 " 1' 5 1 / 4 " 1' 9 1 / 8 " 1' 5 7 / 1 6 " 2' 0 1 / 4 " 1' 3 7 / 8 " 1' 1 1 5 / 1 6 " 1' 3 1 / 1 6 " 1' 3 1 5 / 1 6 " 1' 6 3 / 1 6 " 1' 1 1 9 / 1 6 " 1' 2 7 / 8 " F3 0 ' 19 . 2 " O . C . F2 0 ' 19 . 2 " O . C . F2 4 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . H4 H4H4 H4 H1 2 x 1 0 M I N . B O T T O M CH O R D R E Q U I R E D 3" 3" 3" 3" 3" 3" 3" 3" 3" Ca n L i g h t Fr e e S t a n d i n g T u b Op t i o n - s h i f t t h i s jo i s t 8 - 1 / 2 " a w a y fr o m s t a i r s . St a n d a r d B a t h Se r e n i t y B a t h O P T Roof - Elevation E 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 TS H d 1 - 2 1 4 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 2 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1.55E TimberStrand® LSL 2 2TSHd1-2 BBOHd3-2 BBOHd2-2 BBO22 BB O H d 2 - 2 BBO26 B B O 2 7 BBO28 BBO29 TSHd2-2 6' 0 " 4' 0"4' 0"3"3" Gi r d e r S e t - B a c k Girder Set-Back Girder Set-Back Window size shrinks and shifts when 4 Car Garage Opt selected.Header changes to 2-2x10.Interior bearing wall required when 4'-0"expanded garage option and 4 Car Garage option is selected.ADD - ELEVATION D,E 4 CAR GARAGE OPTION PlotID Length Product Plies Net Qty F28' 28' 0" 11 7/8" TJI® 210 1 2 F18' 18' 0" 11 7/8" TJI® 210 1 2 F B k 1 1 1 '51 / 8 " 1 17 / 8 "T J I ®2 1 0 1 1 M1-2 20' 0" 1 3/4" x 16" 2.0E Microllam® LVL 2 2 M3-3 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 3 3 TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 STRm1 16' 0" 1 1/8" x 11 7/8" TJ® Rim Board 1 1 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 4REMOVE - ELEVATION D,E 4 CAR GARAGE OPTION PlotID Length Product Plies Net Qty F44' 44' 0" 11 7/8" TJI® 210 1 2 M2-2 14' 0" 1 3/4" x 11 7/8" 2.0E Microllam® LVL 2 2 TS1-2 22' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 2 2 TS2-3 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL 3 3 9 1/8" 3/4" x 2 5/16" Web Stiffeners 1 4REMOVE - ELEVATION D,E 4 CAR GARAGE OPTION PlotID Qty Manuf Product Backer Blks WebStiff H7 1 User HUCQ610-SDS Not Required Not Required A3 CS CS CS B1 M3 - 3 T S 4 TSHd2-2 M1-2 BB O 5 7 T S 1 2 STRm1 STRm1STRm1 F 1 8 ' F 1 8 ' BBO103 TS H d 2 - 2 B B O 5 9 H 5 BBO45 3"3" 6- 1 / 2 " BBO58STRm1 H 3 H 3 F 2 8 ' FB k 1 F 2 8 ' 2' 0 1 / 4 " 1' 3 3 / 1 6 " 1' 7 1 / 2 " 1' 10 3/16"1' 8 1/4"1' 6 1/8"F24'19.2" O.C.F44'19.2" O.C. F4 4 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . H1 2 x 10 MIN. BOTTOM CHORD REQUIRED6"ELEVATION D,E - 4 CAR GARAGE OPTION GarageHeader designed to L/600 TL for Stone Load Deflection.Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c 6" Se r e n i t y B a t h O P T St a n d a r d B a t h y AD D - W / C O R N E R F P O P T I O N 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 TS H d 2 - 2 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 RE M O V E - W / C O R N E R F P O P T I O N 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 TS H d 1 - 2 1 4 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 2 - 2 CO R N E R F I R E P L A C E O P T I O N EL E V A T I O N E Pl o t I D Q t y M a n u f P r o d u c t B a c k e r B l k s W e b S t i f f H1 1 3 S i m p s o n H U 2 . 1 / 9 N o Y e s H2 2 S i m p s o n H U C 4 8 N o N o H3 2 S i m p s o n I U S 1 . 8 1 / 1 1 . 8 8 N o N o H4 1 6 S i m p s o n I U S 2 . 0 6 / 1 1 . 8 8 N o N o H6 1 U s e r H U C 4 8 N o t R e q u i r e d N o t R e q u i r e d H7 1 U s e r H U C Q 6 1 0 - S D S N o t R e q u i r e d N o t R e q u i r e d EL E V A T I O N E 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 F4 4 ' 4 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 3 F3 0 ' 3 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 3 F2 4 ' 2 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 4 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 5 FB k 1 1 ' 5 1 / 1 6 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 M2 - 2 1 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 2 2 TS 1 - 2 2 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 2 - 3 1 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 3 3 TS 3 - 2 1 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 4 1 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 1 TS 5 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 1 TS 8 - 2 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 7 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 1 1 TS H d 1 - 2 1 4 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 2 - 2 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 4 - 3 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 3 3 TS H d 3 - 2 8 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 5 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 9 - 3 8 ' 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 3 3 TS 1 0 8 ' 0 " 3 1 / 2 " x 7 1 / 4 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 1 TS 1 1 6 ' 0 " 3 1 / 2 " x 7 1 / 4 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 1 TS 1 2 4 ' 0 " 3 1 / 2 " x 7 1 / 4 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 1 ST R m 1 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 1 0 9 1 / 8 " 3 / 4 " x 2 5 / 1 6 " W e b S t i f f e n e r s 1 2 6 23 / 3 2 " x 4 8 " x 9 6 " W e y e r h a e u s e r E d g e G o l d P a n e l ( 0 / 2 4 ) T & G S F 1 6 3 NO M A T E R I A L C H A N G E F O R SE R E N I T Y B A T H O P T I O N . RE M O V E - E L E V A T I O N D , E G A R A G E E X P A N S I O N Pl o t I D Q t y M a n u f P r o d u c t B a c k e r B l k s W e b S t i f f H7 1 U s e r H U C Q 6 1 0 - S D S N o t R e q u i r e d N o t R e q u i r e d RE M O V E - E L E V A T I O N D , E G A R A G E E X P A N S I O N 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 F4 4 ' 4 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 M2 - 2 1 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 2 2 TS 2 - 3 1 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 3 3 9 1 / 8 " 3 / 4 " x 2 5 / 1 6 " W e b S t i f f e n e r s 1 4 AD D - E L E V A T I O N D , E G A R A G E E X P A N S I O N 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 F2 8 ' 2 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 F1 8 ' 1 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 FB k 1 1 1 ' 5 1 / 8 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 M3 - 3 1 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 3 3 ST R m 1 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 2 9 1 / 8 " 3 / 4 " x 2 5 / 1 6 " W e b S t i f f e n e r s 1 4 CS CS CS B1 A3 M3 - 3 T S 4 TS 1 - 2 BB O 1 0 4 T S 1 2 S T R m 1 S T R m 1 ST R m 1 F 2 8 ' F 2 8 ' TS H d 2 - 2 G i r d e r H 2 H3 F 1 8 ' FB k 1 F 1 8 ' 2' 0 1 / 4 " 1' 3 3 / 1 6 " 1' 7 1 / 2 " 1' 1 0 3 / 1 6 " 1' 6 1 / 8 " 1' 8 1 / 4 " H 3 F2 4 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . H1 At t a c h R i m t o B o t t o m C h o r d o f G i r d e r wi t h ( 3 ) r o w s o f 1 6 d n a i l s @ 6 " o / c 2x 1 0 M I N . B O T T O M CH O R D R E Q U I R E D 6" EL E V A T I O N D , E - G A R A G E EX P A N S I O N O P T I O N Ca n L i g h t t h i s w a y . St a n d a r d B a t h Se r e n i t y B a t h O P T 6" Weyerhaeuser prepared these plans for the specification of Trus Joist products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any unauthorized copying of reproduction willconstitute an infringement of copyright.Architectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A 12/16/13N/A LENNAR - MN 4014 WASHBURN ELEVATION E Rev.ByDate JLH9-21-18CommentsUpdate garage expansion option.Drawn By:ALAN GOriginal Date:8/13/12 Se c on dF lo o r F ra m in g P la n Sc a l e : 1 / 4 " = 1 '- 0 " R12 -152106 4014 D,E S heet 3 of 3 St r u c t u r a l F r a m e r ' s Po c k e t G u i d e . Ac c e s s w i t h y o u r S m a r t P h o n e . ht t p : / / w o o d b y w y . c o m / d o c u m e n t / t j - 90 0 1 / Have a damaged joist or beam?File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to:w w w .d a m a g e r e p o r t .w Specification Team service.request@weyerhaeuser.com (888) 453-8358........www.woodbywy.com Roof Header Plan Scale: 3/16" = 1'-0" 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 : WA R N I N G : J O 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 : B l o c k i n g , H a n g e r s , R i m B o a r d , S h e a t h i n g , R i m J o i s t , S t r u t L i n e s 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 a c 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. P r o p e r l y i n s t a l l 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 J I ® j o i s t e n d s u p p o r t s . 2. E s t a b l i s h a 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 o r b r a c e d e n d w a l l . 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 n d t o e a c h j o i s 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 ® j o 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 . 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 ½ " f r o m t r u e a l i g n m e n t . WA R N I N G N O T E S : WA RN I NG 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 St r u t L i n e s Ri m 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 , M i c r o l l a m , P a r a l l a m , T i m b e r S t r a n d , T J I , TJ , a n d T r u s J o i s t a r e r e g i s t e r e d t r a d e m a r k s o f We y e r h a e u s e r N R . © 2 0 1 3 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 . TH I N K S A F E T Y - R E A D I N S T A L L A T I O N I N F O R M A T I O N B E F O R E P R O C E E D I N G A C O M P L E T E J A V E L I N ® L A Y O U T I N C L U D E S T H E W E YE R H A E U S E R F R A M E R ' S P O C K E T G U I D E . Only header openings and roof loads which affect Weyer haeu ser pr odu ct sizes ha ve been deno t ed on this lay ou t.I n add iti on t o any 'C S'de tail call outs s ho wn, solid blo ck i ng and /or s qua sh blo cks a re r equ ir ed to provi de v ertical l oad tr an sfer from all c on c en trat ed l oad locati on st of ounda ti on be lo w.S ee Po ck et Frame r's Gui de for app r op riate de tail (s). 3" a d j u st m en t al l o we d f o r joi s t spac ed 19 .2" o. c . o r le ss t o a c c o m m od a te plu m bing dr op s. DO N O T CU TJ OI ST F L A N G E S . This layout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with this layout is NOT PERMITTED. Please i den tify t he T JI® ,T im ber S trand ®L S L ,Microllam® LVL , and Parallam® PSL stamps on the product to ensure that this layout is v a l i d f o r t h e p r o d u c t s a c t u a l l y i n s t a l l e d .Sales Presentation Drawing:No structural or dimensional check has been performed on this drawing. Lyman Companies would only be responsible for the individual member design, based on the assumed or known vertical loads. The Builder or General Contractor is responsible for the structure(s) overall design, and it is strongly recommended that all drawings and calculations be reviewed by the engineer of record for this particular project. PD F c r ea t ed wi t h pd fF a c t o r y P ro tr i al v e r s i on ww w. pd ff a c t o r y . c om FO U N D A T I O N D E T A I L AT F O O T I N G S T E P L O C A T I O N S 1 S1 Description Date Revision Project Number:Date:S1 1 Sheets: of 2Print Name:Signed: License Number:Nick Hanson 46665 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.January 1, 20199.0011−1−19 20 1 9 F O U N D A T I O N G U I D E WA L L S E C T I O N WA L K O U T W A L L C O N D I T I O N 2 S1 WALL SECTION LOOKOUT WALL CONDITION3 S1 WA L L S E C T I O N EX T E R I O R U N B A L A N C E D F I L L CO N D I T I O N 4 S1 WA L L S E C T I O N FU L L H E I G H T W A L L C O N D I T I O N 5 S1 REBAR TABLE 6 S1SITE ADDRESS:City:State:Zip:MN CO P Y R I G H T H A N S O N G R O U P L L C 2 0 1 9 © 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.com TH E C O N T R A C T O R L I S T E D I N T H E T I T L E B L O C K B E L O W I S L I C E N S E D B Y T HE H A N S O N G R O U P T O U S E T H I S PA C K E T W I T H I N T H E S E L I M I T A T I O N S N O T E D F O R P R O J E C T S W H I C H T H E L I CE N S E E I S D I R E C T L Y R E S P O N S I B L E . TH E L I C E N S E E M A Y R E L E A S E T H I S P A C KE T T O I T S S U B − C O N T R A C T O R S A N D C L I E N T S F O R U S E I N T H E PR O C U R E M E N T O F B U I L D I N G P E R M I T S F O R P R O J E C T S W H I C H T H E L I C E N S E E I S U S I N G T H E S E D R A W I N G S . TH E F O U N D A T I O N G U I D E L I N E S A R E T O B E I S S U E D T O T H E A P P R O P R I A T E B UI L D I N G D E P A R T M E N T I N AC C O R D A N C E W I T H T H E I R A P P R O V E D P R O C E D U R E F O R U S E B Y T H E B U I L D I N G A G E N C Y D U R I N G P L A N R E V I E W AN D I N S P E C T I O N S . 1. B A S E M E N T F O U N D A T I O N W A L L S T E N F O O T O R L E S S I N C L E A R H E I G H T ( F RO M T O P O F F L O O R S L A B T O T O P OF C O N C R E T E W A L L A T S I L L P L A T E BE A R I N G − N O T N E C E S S A R I L Y B A S E M E N T C E I L I N G H E I G H T ) . 2. S T R U C T U R E H E I G H T I S N O T T O E X CE E D T W O S T O R I E S A B O V E T H E B A S E M EN T . 3. O V E R A L L B U I L D I N G I S A S S U M E D T O FA L L W I T H I N T H E P R E S C R I P T I V E L IM I T A T I O N S O F T H E C O D E . A S I T E SP E C I F I C P L A N R E V I E W H AS N O T B E E N P E R F O R M E D . 4. S T R U C T U R E S C O N S T R U C T E D O F W O O D F L O O R , W O O D R O O F , A N D W O O D W A L LS O N L Y . N O P R E C A S T O R ST R U C T U R A L C O N C R E T E B E A R I N G O N F O U N D A T I O N W A L L S I S P E R M I T T E D . 5. E X T E R I O R G R A D E S L O P I N G D O W N A N D A W A Y F R O M T H E F O U N D A T I O N W A L L S. 6. A N Y C A S E B E Y O N D T H E A B O V E N O T E D I T E M S R E Q U I R E S S E P A R A T E A N D S PE C I F I C S T R U C T U R A L EN G I N E E R I N G D O C U M E N T S . 1. T H E C O N T R A C T O R A N D C O N C R E T E S U P P L I E R A R E T O W O R K T O O B T A I N A MI X D E S I G N W H I C H W I L L AD E Q U A T E L Y P E R F O R M U N D E R T H E E X P E C T E D C O N S T R U C T I O N C O N D I T I O N S . T H E U S E O F A D D I T I O N A L CE M E N T , H I G H − E A R L Y S T R E N G T H C O N C R E T E , A N D / O R A C C E L E R A T O R I S R E C OM M E N D E D A T TE M P E R A T U R E S A N D C O N D I T I O N S E X P E C TE D L E S S T H A N T W E N T Y D E G R E E S F . 2. D E L I V E R C O N C R E T E W A R M A N D I N A T I M E L Y M A N N E R . P L A C E C O N C R E T E E A R L Y I N T H E D A Y W H E N PO S S I B L E . 3. D O N O T A D D A D D I T I O N A L W A T E R T O T H E C O N C R E T E . T H E U S E O F W A T E R R E D U C I N G A G E N T S I S RE C O M M E N D E D W H E N W O R K A B I L I T Y C O N C E R N S E X I S T . N O C O N C R E T E I S T O B E P L A C E D O N S N O W O R I N CO N T A C T W I T H F R O Z E N M A T E R I A L S . 4. R E B A R D O E S N O T N E E D T O B E P R E − H EA T E D , B U T I S T O B E F R E E O F F R OS T , S N O W , A N D I C E . 5. B L A N K E T S O R O T H E R A C C E P T E D P R O T E C T I O N I S H I G H L Y R E C O M M E N D E D F OR T H E T O P 2 4 " O F T H E W A L L S WH E N T H E A I R T E M P E R A T U R E I S L E S S TH A N T E N D E G R E E S F A N D F O R T H E F U L L H E I G H T O F T H E W A L L WH E N T H E A I R T E M P E R A T U R E I S L E S S T H A N Z E R O D E G R E E S F . ** T H E A B O V E C O L D W E A T H E R G U I D E L I N E S A R E G E N E R A L R E C O M M E N D A T I O N S A N D A L L A C I C O L D W E A T H E R RE Q U I R E M E N T S A R E T O B E F O L L O W E D AT T H E R E S P O N S I B I L I T Y O F T H E L I CE N S E E . CO N C R E T E W A L L S : F ’ c = 3 0 0 0 P S I @ 2 8 D A Y S MI X D E S I G N A N D P R O P O R T I O N E D B Y C O N C R E T E S U P P L I E R CO N C R E T E F O O T I N G S : F ’ c = 5 0 0 0 P S I @ 2 8 D A Y S ( O R 3 0 0 0 P S I W I T H A N A P P R O V E D A D M I X T U R E T H A T P R O V I D E S A W A T E R A N D V A P O R R E S I S T A N C E A T L E A S T O R E Q U I V A L E N T T O 5 0 0 0 P S I C O N C R E T E . AG G R E G A T E : F O O T I N G S − 1 1 2 " M A X . W A L L S / S L A B S − 3 4 " M A X . RE I N F O R C I N G S T E E L : # 4 − BA R S − A S T M A 6 1 5 G R A D E 4 0 #5 + B A R S − A S T M A 6 1 5 G R A D E 6 0 TR E A T E D S I L L P L A T E : S Y P G R A D E # 2 O R B E T T E R AL L O W A B L E S O I L BE A R I N G P R E S S U R E 1 , 5 0 0 P S F M I N I M U M 1. D O N O T B A C K F I L L B A S E M E N T W A L L S UN T I L T H E C O N C R E T E H A S R E A C H E D A M I N I M U M C O M P R E S S I V E ST R E N G T H O F 2 , 2 5 0 P S I . I N A D D I T I O N , D O N O T B A C K F I L L U N T I L T H E BA S E M E N T W A L L S A R E L A T E R A L L Y SU P P O R T E D B Y T H E F I N A L I N S T A L L E D F L O O R C O N S T R U C T I O N A T T H E T O P AN D B O T T O M , U N L E S S AD E Q U A T E S H O R I N G I S I N S T A L L E D A S R E Q U I R E D . S H O R I N G I S T H E S O L E R E S P O N S I B I L I T Y O F T H E G E N E R A L CO N T R A C T O R . 2. S T R I P F O O T I N G M A Y B E P L A C E D A T E L E V A T I O N S L O W E R T H A N S H O W N I N T H E D E T A I L S . 3. 1 1 2 " D E E P B Y 3 1 2 " W I D E B Y C O N T I N U O U S K E Y W A Y S M A Y B E U S E D I N L I E U O F D O W E L S F O R FU L L H E I G H T A N D FR O S T W A L L S . 4. S T R I P F O O T I N G T O W A L L C E N T E R L I NE S M A Y B E O F F S E T U P T O 2 " , H O W EV E R , A M I N I M U M O F 2 " O F S T R I P FO O T I N G I S T O E X T E N D B E Y O N D T H E W A L L F A C E O N E A C H S I D E . 5. P R O V I D E C O D E R E Q U I R E D F R O S T P R OT E C T I O N T O T H E B O T T O M O F A L L F OO T I N G S . 6. S L O P E G R A D E D O W N A N D A W A Y F R O M T H E S T R U C T U R E A M I N I M U M O F 6 " WI T H I N T H E F I R S T T E N F E E T UN L E S S A D E Q U A T E D R A I N A G E O R S W A L E S A R E P R O V I D E D . 7. B O T H M A T E R I A L S A N D I N S T A L L A T I O N O F D R A I N T I L E , W A T E R − P R O O F I N G , C O N T R O L J O I N T S , F L A S H I N G , A N D IN S U L A T I O N A R E T O B E I N A C C O R D A N C E W I T H T H E C O D E B Y T H E G E N E R A L C O N T R A C T O R , U N L E S S N O T E D OT H E R W I S E . 8. A L L W A L L W I D T H S S H O W N A R E N O M I N A L D I M E N S I O N S , U N L E S S N O T E D O T HE R W I S E . O V E R A L L W A L L TH I C K N E S S M A Y V A R Y B Y U P T O 1 2 " F R O M T H A T S H O W N O N T H E D R A W I N G S . 9. R E I N F O R C I N G P L A C E M E N T T O L E R A N C E I S N O T T O E X C E E D 1 2 ". B A R S B E I N G S P L I C E D AR E T O B E W I T H I N 2 " OF C E N T E R L I N E . M I N I M U M S P L I C E L E N G T H S A R E 3 0 B A R D I A M E T E R S F O R G R A D E 4 0 S T E E L A N D 4 8 B A R DI A M E T E R S F O R G R A D E 6 0 S T E E L . T Y IN G I S N O T R E Q U I R E D P R O V I D E D T HE S E T O L E R A N C E S A R E M E T . 10 . P R O V I D E M A T C H I N G H O O K B A R S F O R AL L H O R I Z O N T A L B A R S A T W A L L C OR N E R S A N D I N T E R S E C T I O N S . HO R I Z O N T A L B A R S M A Y B E P L A C E D A N YW H E R E W I T H I N T H E W A L L A S L O N G AS A 2 " M I N I M U M C L E A R C O V E R IS A C H I E V E D O N A L L S I D E S . 11 . R E I N F O R C I N G M A Y B E B U N D L E D UP T O A M A X I M U M O F T H R E E B A R S . 12 . D O W E L S M A Y B E D R I L L E D A N D G R O U T E D I N P L A C E . V E R T I C A L B A R S A ND D O W E L S D O N O T N E E D T O A L I G N . VE R T I C A L B A R S M A Y B E D R I L L E D A N D E M B E D D E D 5 " I N T O T H E S T R I P F O O TI N G I N L I E U O F D O W E L S . 13 . T H E B O N D B E T W E E N C O NC R E T E A N D R E I N F O R C I N G W I L L N O T B E A P P R E C IA B L Y R E D U C E D I F V E R Y M I N O R FO R M O I L I S P R E S E N T F O R T H E C O N D I T I O NS C O N T A I N E D W I T H I N T H E S E D RA W I N G S . 14 . S I L L P L A T E S A R E T O B E A N C H O R E D W I T H A M I N I M U M O F T W O A N C H O R S P E R S I L L S E C T I O N . A L L S E C T I O N S AR E T O H A V E A N A N C H O R W I T H I N 4 " T O 1 2 " O F E A C H E N D . A N A N C H O R IS T O B E P L A C E D A T A L L W A L L CO R N E R S A N D I N T E R S E C T I O N S O N W A LL S M O R E T H A N T W O F E E T I N L E N G T H . W A L L S T W O F E E T O R L E S S I N LE N G T H R E Q U I R E A M I N I M U M O F O N E A N C H O R . R E Q U I R E M E N T S F O R S H E A R W A L L S A N D B R A C E D P A N E L S MA Y B E I N E X C E S S O F T H ES E R E Q U I R E M E N T S . T W O I N C H W A S H E R S A R E O NL Y R E Q U I R E D A T F U L L H E I G H T FO U N D A T I O N W A L L S . B U I L D I N G D E S I G N E R I S T O A C C O M M O D A T E L O A D P A T H F O R A N Y V E R T I C A L L O A D TR A N S F E R O V E R A S I L L P L A T E O V E R H A N G C O N D I T I O N . 15 . A N C H O R B O L T S 1 2 " D I A M E T E R O R L A R G E R A R E N O T R E Q U I R E D T O B E C O R R O S I O N P R O T E C T E D I N AC C O R D A N C E W I T H C O D E S E C T I O N R 3 1 7 . 3 . 1 E X C E P T I O N 1 . 16 . A L L P R E − M A N U F A C T U R E D F A S T E N E R S A N D C O N N E C T O R S A R E T O B E I N S TA L L E D I N A C C O R D A N C E W I T H TH E M A N U F A C T U R E R ’ S R E Q U I R E M E N T S . 17 . F L O O R B L O C K I N G I S O N L Y R E Q U I R E D A T F U L L H E I G H T F I R S T F L O O R N ON − B E A R I N G F O U N D A T I O N W A L L S . 18 . C A R E I S T O B E T A K E N D U R I N G C O N C R E T E P L A C E M E N T T O M I N I M I Z E I N AD E Q U A T E H O R I Z O N T A L A N D DI A G O N A L C O L D J O I N T S , A N D T O P R E V E N T T H E S E J O I N T S E N T I R E L Y I N W AL L S W I T H O U T V E R T I C A L RE I N F O R C E M E N T . A D E Q U A T E L Y V I B R A T E C O N C R E T E A T P O T E N T I A L J O I N T LO C A T I O N S A S R E Q U I R E D , BA S E D O N P L A C E M E N T C O N D I T I O N S T O E L I M I N A T E H O N E Y C O M B I N G A N D T O EN S U R E S U F F I C I E N T B O N D I N G IS A C H I E V E D . 19 . T O P A N D B O T T O M O F F O U N D A T I O N W AL L S A R E T O B E L A T E R A L L Y S U P P O RT E D P R I O R T O B A C K F I L L I N G . ME A N S A N D M E T H O D S O F L A T E R AL S U P P O R T A R E B Y O T H E R S . EQ U I V A L E N T R E B A R T A B L E FO R B U N D L E D H O R I Z O N T A L B A R S (2 ) # 4 = ( 1 ) # 6 (3 ) # 4 = ( 2 ) # 5 (3 ) # 5 = ( 2 ) # 6 ALTERNATIVE TO CODE TABLE R404.1.2 EQUIVALENT VERTICAL REBAR SUBSTITUTION TABLEBACKFILL TYPE CL E A R H E I G H T (S E E 5 / S 1 ) BACKFILL HEIGHT (SEE 5/S1)8’−0"9’−0"10’−0"7’−6"7’−0" OR LESS 8’−6"8’−0"7’−0"6’−0" OR LESS 9’−6"9’−0"8’−0"7’−0"6’−0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONENONE NONENONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONENONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE * = N O N E I F F ’ c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS #6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) (2 ) # 4 H O R I Z O N T A L B A R S BO T H T O P & B O T T O M EX T E N D E D A T L E A S T 2 4 " BE Y O N D E A C H E N D O F S T E P ST A B L E B A N K HI G H F O O T I N G M A Y B E EX T E N D E D P R O V I D E D BA R S A R E P L A C E D A S SH O W N HO R I Z . B A R S TO P & B O T T O M 6" M I N T H I C K C O N C R E T E FO U N D A T I O N , S E E O T H E R DE T A I L S F O R M O R E I N F O OP T I O N A L C O N T R O L J O I N T AT E A C H E N D O F S T E P 72 " M A X S P A N EQ . EQ . 2 4 " M I N 3 " M I N T Y P CO N C R E T E S T R I P FO O T I N G 1 1 B 36 " M I N ST E P 2 x S T E P S T E P DO N O T L O C A T E C O N C E N T R A T E D L O A D S IN E X C E S S O F 2 , 0 0 0 P L F O R 1 0 , 0 00 P O U N D S A B O V E S T E P LO C A T I O N S S H O W N RE A R F R O S T W A L L LO O K O U T WA L L FU L L H E I G H T WA L L GA R A G E F R O S T WA L L EL E V A T I O N SH O W N F O R RE P R E S E N T A T I O N PU R P O S E S O N L Y −M A Y N O T A P P L Y ST E P S P A C I N G R E Q U I R E M E N T S A TY P . 6" MI N . WO O D F R A M I N G A B O V E B Y O T H E R S 1 2 "Ø x 1 0 " L O N G A N C H O R BO L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R EQ U I V A L E N T M E T A L ST R A P A N C H O R S SL O P E G R A D E A W A Y FR O M F O U N D A T I O N OP T I O N A L S T E M W A L L MI N I M U M T H I C K N E S S T O MA T C H S I L L P L A T E SI L L P L A T E T O M A T C H FR A M E W A L L A B O V E 16 " M A X F O R 4 " T H I C K S T E M 24 " M A X . F O R 6 " T H I C K S T E M SL A B − O N − G R A D E B Y O T H E R S (1 ) # 4 x C O N T I N U O U S HO R I Z O N T A L B A R A T TO P O F W A L L 6" M I N . C . I . P . C O N C R E T E FO U N D A T I O N W A L L UN R E I N F O R C E D C O N C R E T E ST R I P F O O T I N G S E E 5 / S 1 #4 x 2 ’ − 0 " D O W E L S @ 7 2 " O . C . M A X (5 " M I N . E M B E D ) D O W E L S A R E NO T R E Q U I R E D I F B A C K F I L L I S PL A C E D E Q U A L L Y O N B O T H SI D E S I N L I F T S N O T T O E X C E E D 24 " − A L T E R N A T E E A C H S I D E 6" MI N . 6 ’ − 0 " M A X WO O D F R A M I N G AB O V E B Y O T H E R S 1 2 "Ø x 1 0 " L O N G A N C H O R BO L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R EQ U I V A L E N T M E T A L ST R A P A N C H O R S 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 A T A G R A D U A L 2 % SL O P E P E R G E N E R A L N O T E 6 SI L L P L A T E T O M A T C H FR A M E W A L L A B O V E #4 x C O N T I N U O U S H O R I Z O N T A L BA R S @ 2 4 " O . C . T Y P . OP T I O N A L 2 " R I G I D I N S U L A T I O N O N IN S I D E F A C E A N D U N D E R SL A B − O N − G R A D E F O R 2 4 " M I N . UN R E I N F O R C E D C O N C R E T E ST R I P F O O T I N G S E E 5 / S 1 (D R O P F O R F R O S T A S RE Q U I R E D P E R S I T E D E S I G N ) #4 x 2 ’ − 0 " D O W E L S @ 4 8 " O . C . MA X ( 5 " M I N . E M B E D ) (1 ) # 4 x C O N T I N U O U S H O R I Z O N T A L BA R A T T O P O F W A L L OP T I O N A L S L A B L E D G E CO N C R E T E S L A B − O N − G R A D E 8" M I N . C . I . P . C O N C R E T E FO U N D A T I O N W A L L #4 x 4 ’ − 0 " H O O K S @ 2 4 " O . C . B E N T O R DR I L L E D A N D E P O X Y G R O U T E D 3’ − 0 " 1 ’ − 0 " N O H O O K S @ 3 ’ − 0 " O R L E S S GR A N U L A R M A T E R I A L ( S A N D ) #5 V E R T I C A L B A R S @ 2 4 " O . C . CE N T E R E D I N W A L L T O A I D I N TH E R E D U C T I O N O F C R A C K I N G AN D B A C K F I L L I N G I S S U E S P R I O R TO T O P O F W A L L P I N N I N G CO N T R A C T O R I S T O P R O V I D E TE M P O R A R Y T O P O F W A L L BR A C I N G U N T I L G A R A G E SL A B − O N − G R A D E I S I N P L A C E (H O O K S I N T O G A R A G E S L A B PR O V I D E R E Q U I R E D T O P O F WA L L L A T E R A L S U P P O R T ) C L E A R H E I G H T B A C K F I L L H E I G H T 1 1 2 " C L E A R UN R E I N F O R C E D C O N C R E T E S T R I P FO O T I N G PE R C O D E O R B Y B U I L D I N G DE S I G N E R , A S A N A L T E R N A T I V E G U I D E US E T A B L E S H O W N A T L E F T 8" M I N . C . I . P . C O N C R E T E FO U N D A T I O N W A L L − S E E RE B A R T A B L E 6 / S 1 F O R VE R T I C A L R E B A R AN C H O R B O L T S S E E W A L L AN C H O R I N F O O N 2 / S 2 FL O O R T O S I L L CO N N E C T I O N S E E 1 / S 2 WO O D F L O O R SY S T E M B Y O T H E R S SL O P E G R A D E A W A Y FR O M F O U N D A T I O N 2x 6 M I N S I L L P L A T E (2 ) # 4 x C O N T . H O R I Z O N T A L B A R S (3 ) # 4 x C O N T . H O R I Z O N T A L B A R S GE N E R A L S T R I P F O O T I N G S I Z E G U I D E ON E − S T O R Y ST R U C T U R E 16 " W I D E x 8 " T H I C K 20 " W I D E x 8 " T H I C K TW O − S T O R Y ST R U C T U R E 20 " W I D E x 8 " T H I C K 26 " W I D E x 8 " T H I C K 20 0 0 P S F SO I L 15 0 0 P S F NO T E : T A B L E A B O V E I S A G E N E R A L F O O T I N G S I Z E G U I D E T H A T S H O U L D B E V E R I F I E D B Y H O M E DE S I G N E R A N D I S B A S E D O N 2 5 ’ − 0 " FL O O R S P A N S & 5 0 ’ − 0 " R O O F S P A N S CO N C R E T E SL A B − O N − G R A D E PL A C E D T I G H T T O FO U N D A T I O N W A L L 6"MIN.3’−0" MAX GRADE HEIGHT ABOVE TOP OF SLAB #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 GROUTED6" MIN. THICK C.I.P.CONCRETE FOUNDATION WALLSLOPE GRADE AWAY FROM FOUNDATION12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALLFRAMING & SILL PLATE BY OTHERS SLAB−ON−GRADE BY OTHERS #4 x 2 ’ − 0 " D O W E L S @ 7 2 " O . C . MA X ( 5 " M I N . E M B E D ) Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 UNREINFORCED CONCRETE STRIP FOOTING SEE 5/S1 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2’−6" MAX UNBALANCED BACKFILL) TH E S E C A S T − I N − P L A C E C O N C R E T E F O U N D A T I O N W A L L G U I D E L I N E D R A W I N G S A R E P R E P A R E D A N D CE R T I F I E D B Y T H E H A N S O N G R O U P I N C O M P L I A N C E W I T H T H E M I N N E S O T A RE S I D E N T I A L C O D E . T H E S E DR A W I N G S C O N T A I N S T R U C T U R A L I N F O RM A T I O N F O R U S E I N T H E C O N S T R U C TI O N O F S T A N D A R D C . I . P . CO N C R E T E F O U N D A T I O N S F O R T Y P I C A L R E S I D E N T I A L C O N D I T I O N S . T H I S IN F O R M A T I O N I S R E L E V A N T TO T H E C O N C R E T E C O N T R A C T O R , T H E GE N E R A L C O N T R A C T O R , A N D T H E F R A MI N G C O N T R A C T O R . TH E S E D R A W I N G S E X P I R E O N D E C E M B E R 3 1 , 2 0 1 9 . CO P Y R I G H T H A N S O N G R O U P L L C 2 0 1 9 © Description Date Revision January 1, 2019Project Number:Date:9.001 S2 2 Sheets: of 2Print Name:Signed: License Number:Nick Hanson 1−1−19 46665 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota. CO N N E C T I O N I N F O TO P O F W A L L C O N N E C T I O N T O FL O O R S Y S T E M 1 S2 BR I C K L E D G E I N F O 5 S2 WA L L S E C T I O N AT W I N D O W W E L L L O C A T I O N S 6 S2 ST O O P I N F O 7 S2 WA L L A N C H O R I N F O AN C H O R B O L T A N D A L T E R N A T I V E SP A C I N G 2 S2 BL O C K I N G D E T A I L FL O O R J O I S T C O N D I T I O N 3 S2 BLOCKING DETAIL FLOOR TRUSS CONDITION4 S2 SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.com VE N E E R O R SL A B − O N − G R A D E BY O T H E R S FO U N D A T I O N WA L L S E E 5 / S 1 WO O D F L O O R SY S T E M B Y OT H E R S FR A M I N G B Y O T H E R S 16 " H I G H M A X x 6" T H I C K M I N ST E M 6 " M I N WO O D F L O O R SY S T E M B Y OT H E R S FR A M I N G B Y O T H E R S 6" M I N T H I C K S T E M #4 D O W E L S @ 3 6 " O . C . EM B E D D E D 2 4 " I N T O LO W E R W A L L FO U N D A T I O N WA L L S E E 5/ S 1 VE N E E R O R SL A B − O N − G R A D E BY O T H E R S 1 2 " VE N E E R O R SL A B − O N − G R A D E BY O T H E R S FO U N D A T I O N W A L L SE E 2 / S 1 O R 3 / S 1 FR A M I N G B Y OT H E R S 16 " H I G H M A X x 4 " T H I C K M I N ST E M TH I C K N E S S T O MA T C H S I L L PL A T E 6 " 3 ’ − 0 " M A X VE N E E R O R SL A B − O N − G R A D E BY O T H E R S FO U N D A T I O N W A L L SE E 4 / S 1 SL A B − O N − G R A D E FR A M I N G B Y OT H E R S 6" M I N T H I C K ST E M SI M @ N O N − B E A R I N G SI M @ F R O S T W A L L w/ L O W G R A D E SI M @ N O N − B E A R I N G 1 1 2 " CL E A R M I N M A X #4 D O W E L S @ 36 " O . C . EM B E D D E D 2 4 " IN T O L O W E R WA L L ( C E N T E R IN S T E M W A L L ) 6 " 1 2 "Ø A N C H O R B O L T S w / N U T & 1 8 " T H I C K x 2 " Ø O R S Q U A R E W A S H E R S E E 2 / S 2 FO R S P A C I N G ( 7 " E M B E D M I N ) −M E T A L S T R A P A N C H O R S T O B E IN S T A L L E D A T M A N U F A C T U R E R EQ U I V A L E N T S P A C I N G FL O O R S Y S T E M , T Y P E , SI Z E , A N D S P A C I N G T O B E DE T E R M I N E D B Y O T H E R S RI M B O A R D O R B R A C I N G MA T E R I A L B Y O T H E R S 2x 6 S I L L P L A T E M I N I M U M FL O O R T O S I L L C O N N E C T I O N A T EA C H M E M B E R S E E T A B L E B E L O W WA S H E R T O B E C O U N T E R S U N K FL U S H w / T O P O F S I L L P L A T E SE E F U L L H E I G H T W A L L S E C T I O N ON 5 / S 1 F O R F O U N D A T I O N W A L L RE Q U I R E M E N T S SL O P E G R A D E A W A Y FR O M F O U N D A T I O N M I N BA C K F I L L T Y P E CL E A R H E I G H T (S E E 5 / S 1 ) FL O O R M E M B E R SP A C I N G 8’ − 0 " 9’ − 0 " 10 ’ − 0 " 16 " 19 . 2 " A (4 ) 0 . 1 3 1 " Ø x 3 " T O P N A I L S A T E A C H M E M B E R SA N D (3 0 P S F / F T ) SA N D Y C L A Y (4 5 P S F / F T ) CL A Y (6 0 P S F / F T ) 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 DC CO N N E C T I O N A (4 ) 0 . 1 4 8 " Ø x 3 " T O P N A I L S A T E A C H M E M B E R CO N N E C T I O N B (2 ) 0 . 1 3 1 " Ø x 3 " T O P N A I L S & M E C H A N I C A L C L I P S : S I M P S O N A 3 5 / U S P M P A 1 OR US P L J C A T EA C H M E M B E R CO N N E C T I O N C CO N N E C T I O N D (2 ) 0 . 1 3 1 " Ø x 3 " T O P N A I L S & M E C H A N I C A L C L I P S : S I M P S O N F W A N Z * OR U S P L J Q * * OR ( 2 ) S I M P S O N A 3 5 s * * * / ( 2 ) U S P M P A 1 s * * * A T E A C H M E M B E R 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 . ( 1 ) BA C K F I L L T Y P E CL E A R H E I G H T (S E E 5 / S 1 ) BA C K F I L L H E I G H T (S E E 5 / S 1 ) 8’ − 0 " 9’ − 0 " 10 ’ − 0 " 7’ − 6 " 7’− 0 " 8’ − 6 " 8’ − 0 " 7’ − 0 " O R L E S S 9’ − 6 " 9’ − 0 " 8’ − 0 " 7’ − 0 " O R L E S S 72 " * 1 2 "Ø E P O X I E D T H R E A D E D R O D w / 6 " E M BE D M A Y B E U S E D A T S P A C I N G S H O W N SA N D (3 0 P S F / F T ) SA N D Y C L A Y (4 5 P S F / F T ) CL A Y (6 0 P S F / F T ) 6’ − 0 " O R L E S S 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 " 7 2 " 48 " 24 " 24 " 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 . ( 1 ) BA C K F I L L T Y P E CL E A R H E I G H T (S E E 5 / S 1 ) BA C K F I L L H E I G H T (S E E 5 / S 1 ) 8’ − 0 " 9’ − 0 " 10 ’ − 0 " 7’− 6 " 7’ − 0 " 8’− 6 " 8’− 0 " 7’ − 0 " O R L E S S 9’− 6 " 9’− 0 " 8’− 0 " 7’ − 0 " O R L E S S 48 " ** A P P L I E S T O M A B 1 5 / F A 1 , M A B 2 3 / F A 2 , M A S / F A 3 , 1 2 "Ø E X P A N S I O N B O L T w / 6 " E M B E D , 1 2 "Ø S E L F − C U T T I N G A N C H O R B O L T w / 4 " E M B E D , O R S I M P S O N F W A Z A N C H O R SA N D (3 0 P S F / F T ) SA N D Y C L A Y (4 5 P S F / F T ) CL A Y (6 0 P S F / F T ) 6’ − 0 " O R L E S S 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 10’−0" MAX TO T.O.S. 1 ’ − 8 " M A X FLASHING & WOOD PROTECTION BY OTHERS FLOOR FRAMING OR BLOCKING FLOOR CONNECTION SEE 1/S2 &2/S2 C.I.P. CONCRETE WALL SEE ADJACENT PLANS FOR THICKNESS &MAXIMUM WALL LENGTHS SEE FULL HEIGHT WALL SECTION 5/S1 FOR REINFORCING ST O O P SL A B B Y OT H E R S 13 ’ − 6 " @ 1 0 " W A L L 3 ’ − 0 " M I N . 10 ’ − 6 " @ 8 " W A L L 13 ’ − 6 " @ 1 0 " W A L L 3 ’ − 0 " M I N . 10 ’ − 6 " @ 8 " W A L L 13 ’ − 6 " @ 1 0 " W A L L 10 ’ − 6 " @ 8 " W A L L 13 ’ − 6 " @ 1 0 " W A L L 3 ’ − 0 " M I N . 10 ’ − 6 " @ 8 " W A L L 13’−6" @ 10" WALL10’−6" @ 8" WALL 3 ’ − 0 " F U L L H E I G H T BA S E M E N T M I N F U L L H E I G H T F U L L H E I G H T EX A M P L E C O R N E R OR S T R A I G H T W A L L OP T I O N S − T Y P ST O O P A R E A 8" M I N C . I . P . C O N C R E T E WA L L S E E F U L L H E I G H T WA L L S E C T I O N 5 / S 1 1. A D D R E T U R N W A L L S O R B U T T R E S S E S I N S T O O P A R E A A S S H O W N I F O V E R AL L S T O O P C E N T E R T O C E N T E R WI D T H E X C E E D S D I M E N S I O N S S H O W N . 2. S T O O P W A L L S R E Q U I R E M I N I M U M 1 6 " W I D E x 8 " D E E P C O N C R E T E S T R I P F O O T I N G . SL O P E G R A D E AW A Y F R O M FO U N D A T I O N SL O P E G R A D E AW A Y F R O M FO U N D A T I O N SL O P E G R A D E AW A Y F R O M FO U N D A T I O N SL O P E G R A D E AW A Y F R O M FO U N D A T I O N NO T E : I N C R E A S E S T R I P F O O T I N G W I D T H A T A L L W A L L S S U P P O R T I N G M O R E T H A N 6 ’ − 0 " O F V E N E E R . WI D T H T O I N C R E A S E B Y T H I C K N E S S OF V E N E E R M U L T I PL I E D B Y N U M B E R O F S T O R I E S . T Y P * F W A N Z T O B E U S E D W I T H A M I N . 1 1 8 " O S B R I M A N D L O C A T E D w / I N 5 " O F E A C H M E M B E R . W I T H F L O O R T R U S S ES , FW A N Z M U S T B E I N C O N T A C T W I T H A TR U S S O R A M I N I M U M 2 x 4 C O N T I N U O US B O T T O M B R A C E M U S T B E I N P L A C E . ** L J Q I S T O B E A P P R O P R I A T E L Y S I Z E D B A S E D O N M E M B E R W I D T H . ** * M E M B E R M U S T B E A M I N I M U M O F 3 " W I D E F O R P L A C E M E N T O F ( 2 ) S I MP S O N A 3 5 s / ( 2 ) U S P M P A 1 s . ** * * C O N N E C T I O N S A R E C L A S S I F I E D A T O D , W I T H D B E I N G T H E S T R O N G E ST . I T I S A C C E P T A B L E T O U S E A ST R O N G E R C L A S S C O N N E C T I O N T H AN N O T E D I N T H E T A B L E A B O V E . 2x 8 S I L L P L A T E T O B E U S E D w / MA X I M U M O F 1 1 2 " O V E R H A N G (M A I N T A I N 2 3 4 " E D G E D I S T A N C E TO B O T H C O N C R E T E A N D I N S I D E OF S I L L P L A T E ) − V E R T I C A L L O A D TR A N S F E R B Y S U P P L I E R BA C K F I L L B E L O W EX T E R I O R S T O O P S L A B S WI T H C O M P A C T E D GR A N U L A R M A T E R I A L TO F R O S T D E P T H (4 ’ − 0 " M I N I M U M ) NA I L S H E A T H I N G T O BL 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 1/ S 2 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 OR S H 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 2 / S 2 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 ED G E S & @ 1 2 " O . C . @ P A N E L I N TE 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 PL 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 TR 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 UI R E D U S E A D D I T I O N AL 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 AM 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 . NAIL SHEATHING TO BLOCKING/TRUSSES w/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERS FRAMING BY OTHERS 0.131 Ø x 3" LONG NAILS @ 6" O.C.RIM TRUSS BY OTHERS TOP NAIL RIM TO SILL w/ MIN OF (12)0.131 Ø x 3" LONG NAILS EACH SIDE OF BLOCKING OR TYPE D CONNECTOR @ BLOCKING SEE 1/S2 2 x 6 MIN SILL PLATE FOUNDATION WALL SEE OTHER SHEETS FOR ANCHORS & WALL INFO SLOPE GRADE AWAY FROM FOUNDATION IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS TOP & BOTTOM AT MECHANICAL UNTIL SPACES IN WHICH BLOCKING CAN BE INSTALLED, TOE NAIL TO FLOOR MEMBERS w/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDE OF B L O C K I N G w / ( 6 ) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM OR 1/2" PLYWOOD/OSB EACH SIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKING TOP & BOTTOM OF TRUSSES AS REQUIRED TO ACHIEVE NAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERS 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 " PLYWOOD/OSB PLACED IN STAGGERE D PATTERN NAILED w/ 0.131"Ø x 3 "LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTER IOR SUPPORTS OF EQUIVALENT. 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 CED SUCH THAT THE WOOD DOES NO T SPLIT. 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 TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I−JOIST OR LVL DESIGNED FOR 1,500 POUND LATERA L COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 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 UIRED USE ADDITIONAL 2x4 SPACERS AS SHOWN IN FIRST SPACE. 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 AMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/S2 FOR SPACING OF BLOCKING SYSTEM SHOWN 1 0 ’ − 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 " E A C H W A Y M I N 1 1 2 " T Y P SL O P E G R A D E A W A Y FR O M F O U N D A T I O N #4 H O R I Z O N T A L B A R S @ 12 " O . C . C E N T E R E D I N WA L L S L A P A R O U N D CO R N E R S A N D H O O K IN T O F O U N D A T I O N W A L L @ E A C H S I D E ( R E F E R T O 5/ S 1 F O R H O R Z . B A R RE Q U I R E M E N T S w / 8 " C. I . P . W A L L S ) 6" M I N C . I . P . CO N C R E T E W A L L #4 V E R T I C A L B A R S @ EA C H O U T S I D E CO R N E R O F W E L L (1 ) # 4 x 2 ’ − 0 " D O W E L @ EA C H O U T S I D E CO R N E R O F W E L L ( 5 " MI N E M B E D ) 12 " W I D E x 8 " T H I C K M I N ST R I P F O O T I N G (1 ) # 4 H O R I Z O N T A L BA R A T T O P O F W A L L (2 ) # 4 H O R I Z O N T A L B A R S TO P & B O T T O M O F LI N T E L E X T E N D 2 4 " M I N PA S T O P E N I N G E A C H EN D ( W O O D O R S T E E L OP T I O N B Y O T H E R S ) WA L L B E Y O N D PL A C E ( 2 ) # 4 V E R T I C A L BA R S F U L L H E I G H T A N D ON E A N C H O R w / I N 1 2 " O F OP E N I N G E A C H E N D 8" M I N C . I . P . CO N C R E T E W A L L SL A B − O N − G R A D E UN R E I N F O R C E D C O N C R E T E ST R I P F O O T I N G S E E F U L L HE I G H T W A L L S E C T I O N 5 / S 1 LO O K O U T WA L L SE E 3 / S 1 GR A N U L A R MA T E R I A L (S A N D ) S L O P E WI N D O W W E L L LA D D E R / ES C A P E ME A N S B Y OT H E R S 5’ − 0 " E A C H W A Y M A X FL O O R S Y S T E M B Y O T H E R S (D O N O T P L A C E G I R D E R S O R BE A M S O V E R C O N C R E T E L I N T E L DE S I G N E D F O R 1 5 0 0 P L F ) I F C O N C R E T E OP T I O N A L R I G I D I N S U L A T I O N w / I N W I N D O W W E L L A T TH E D I S C R E T I O N O F T H E B U I L D E R F O R A D D I T I O N A L FR O S T P R O T E C T I O N A S R E Q U I R E D P E R S I T E D E S I G N 6" MI N . Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 A CO P Y R I G H T H A N S O N G R O U P , L L C 2 0 1 5 © Description Date Revision March 9, 2015Project Number:Date:5.085 S3 1 Sheets: of 2Print Name:Signed: License Number:Nick Hanson 3−9−15 46665 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.3407 Kilmer Lane N Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.com 2x 4 B L O C K I N G B E T W E E N R O O F TR U S S E S N A I L E D T O T O P PL A T E S w / ( 3 ) 8 d N A I L S E A C H NA I L E A C H J O I S T T O TO P P L A T E w / ( 3 ) 8 d TO E N A I L S NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " IN T E R I O R B E A R I N G W A L L I N T E R I O R N O N − B E A R I N G W A L L PR O V I D E F U L L D E P T H BL O C K I N G B E T W E E N JO I S T S N A I L E D T O TO P P L A T E S w / ( 3 ) 8 d NA I L S E A C H NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " PR O V I D E R O O F TR U S S D I R E C T L Y I N LI N E w / B R A C E D W A L L PA N E L F A S T E N E D T O PL A T E S w / 8 d TO E N A I L S @ 6 " O . C . PR O V I D E J O I S T DI R E C T L Y I N L I N E w/ B R A C E D W A L L PA N E L F A S T E N E D TO P L A T E S w / 8 d TO E N A I L S @ 6 " O . C . TH I S S H E E T / S R E P R E S E N T S A C O M P L E T E D E S I G N O F T H E ˆ M A I N W I N D F O R C E R E S I S T I N G S Y S T E M ˜ F O R T H E E N T I R E RE S I D E N T I A L S T R U C T U R E . T H E L O C A T I O N A N D L E N G T H O F E A C H B R A C E D WA L L P A N E L A N D E N G I N E E R E D W I N D RE S I S T I N G E L E M E N T T H A T I S R E Q U I R E D F O R T H E H A N S O N G R O U P ’ S D E S I G N I S S H O W N O N T H E S T R U C T U R A L DR A W I N G S . W A L L S N O T S P E C I F I C A L L Y L A B E L E D O N T H E P L A N S M A Y B E S TA N D A R D F R A M I N G . SE C T I O N S S H O W N D E P I C T C O N N E C T IO N S O F B R A C E D W A L L P A N E L S T O RO O F T R U S S E S A B O V E , T O J O I S T S /T R U S S E S / B L O C K I N G A B O V E , A N D T O JO I S T S / T R U S S E S / B L O C K I N G B E L O W . T H E S E P A N E L S A R E N O T N E C E S S A R I L Y RE Q U I R E D T O A L I G N , B U T M A Y D E P E N D I N G O N P L A N L A Y O U T . NA I L E A C H T R U S S T O T O P PL A T E w / ( 3 ) 8 d T O E N A I L S NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " PR O V I D E F U L L D E P T H BL O C K I N G B E T W E E N TR U S S E S N A I L E D T O TO P P L A T E S w / ( 3 ) 8 d NA I L S E A C H NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " PR O V I D E T R U S S DI R E C T L Y I N L I N E w/ B R A C E D W A L L PA N E L F A S T E N E D TO P L A T E S w / 8 d TO E N A I L S @ 6 " O . C . RO O F TR U S S E S BR A C E D WA L L P A N E L FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) US P M P A 1 FR A M I N G AN G L E EA C H E N D (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S PR O V I D E 1 2 " W I D T H W E B ST I F F E N E R F O R A T T A C H M E N T OF F R A M I N G A N G L E BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P A 1 FR A M I N G AN G L E EA C H E N D FL O O R JO I S T S PR O V I D E 1 2 " W I D T H W E B ST I F F E N E R F O R A T T A C H M E N T OF F R A M I N G A N G L E BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P A 1 FR A M I N G AN G L E EA C H E N D FL O O R JO I S T S BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P 4 F FR A M I N G PL A T E EA C H E N D FL O O R TR U S S E S FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P 4 F FR A M I N G PL A T E EA C H E N D FL O O R TR U S S E S FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) BR A C E D W A L L C O N N E C T I O N BR A C E D W A L L C O N N E C T I O N BR A C E D W A L L C O N N E C T I O N (R O O F T R U S S E S ) (F L O O R J O I S T S ) (F L O O R T R U S S E S ) DE T A I L S S H O W N A B O V E A R E AL T E R N A T I V E C O N N E C T I O N S T O B E US E D W H E N B R A C E D W A L L P A N E L DO E S N O T A L I G N W I T H F R A M I N G . EX T E R I O R N O N − B E A R I N G W A L L RO O F T R U S S FA S T E N E D T O PL A T E S w / 8 d TO E N A I L S @ 6" O . C . NA I L R I M T O P PL A T E S w / 8 d TO E N A I L S @ 6" O . C . NA I L B O T T O M PL A T E T O R I M / JO I S T / B L O C K I N G w/ ( 3 ) 1 6 d N A I L S EV E R Y 1 6 " NA I L L A D D E R TR U S S T O T O P PL A T E S w / 8 d NA I L S @ 6 " O . C . NA I L B O T T O M PL A T E T O LA D D E R T R U S S w/ ( 3 ) 1 6 d N A I L S EV E R Y 1 6 " RO O F T R U S S E S FA S T E N E D T O P L A T E S w/ ( 3 ) 8 d T O E N A I L S & US P R T 7 C L I P 2x 4 B L O C K I N G BE T W E E N TR U S S E S N A I L E D TO T O P P L A T E S w / (3 ) 8 d N A I L S E A C H NA I L E A C H J O I S T TO T O P P L A T E S w / (3 ) 8 d T O E N A I L S NA I L B O T T O M PL A T E T O R I M / JO I S T / B L O C K I N G w/ ( 3 ) 1 6 d N A I L S EV E R Y 1 6 " NA I L E A C H T R U S S TO T O P P L A T E S w / (3 ) 8 d T O E N A I L S NA I L B O T T O M PL A T E T O R I B B O N BR A C E / T R U S S w / (3 ) 1 6 d N A I L S EV E R Y 1 6 " FR A M E 2 x 4 B O X AR O U N D S P A C E BE T W E E N T R U S S w / SA M E S H E A T H I N G AN D F A S T E N I N G A S WA L L B E L O W (O R R E P L A C E w / AD E Q U A T E D E P T H 2x M E M B E R ) #1 2 x 3 1 2 " W O O D SC R E W S @ 1 6 " O . C . IN S T A L L E D I N AD D I T I O N T O N A I L S (M A I N / U P P E R LE V E L R O O F TR U S S B E A R I N G WA L L S O N L Y ) #1 2 x 3 1 2 " W O O D SC R E W S @ 1 6 " O . C . IN S T A L L E D I N AD D I T I O N T O N A I L S (M A I N / U P P E R LE V E L R O O F TR U S S B E A R I N G WA L L S O N L Y ) EX T E R I O R B E A R I N G W A L L RE P R E S E N T S FI G U R E R6 0 2 . 1 0 . 8 . 2 ( 3 ) IN D I C A T E S I N T E R I O R B R A CE D W A L L P A N E L w / G Y P S U M SH E A T H I N G B O T H F A C E S W I T H E I T H E R F A S T E N E R O P T I O N LI S T E D I N N O T E 3 , S P A C E D A T 4 " O . C . P R OV I D E I N C R E A S E D FA S T E N I N G R E Q U I R E M E N T S A S S H O W N B E L O W . IN D I C A T E S E N G I N E E R E D W I N D R E S I S T I N G E L E M E N T S T O BE C O N S T R U C T E D A S S H O W N I N T H E D E T A I L S H E E T S . (M I N . L E N G T H ) IN D I C A T E S E X T E R I O R BR A C E D W A L L P A N E L w / S H E A T H I N G O N EX T E R I O R F A C E I N A C C O R D A N C E w / N O T E 2 . P R O V I D E IN C R E A S E D F A S T E N I N G R E Q U I RE M E N T S A S S H O W N B E L O W . (M I N . L E N G T H ) DE S I G N A N D D E T A I L O F T H E M A I N W I ND F O R C E R E S I S T I N G S Y S T E M F O R A S I N G L E − F A M I L Y R E S I D E N C E . CO N S T R U C T I O N I S T O B E I N A C C O R D A NC E W I T H T H I S D O C U M E N T , S T A N D A R D I N D U S T R Y P R A C T I C E , A N D T H E C O D E . 1. T H E S E D O C U M E N T S A P P L Y T O S T R UC T U R A L O N L Y . R E F E R T O C O N S T R U C T IO N D O C U M E N T S F O R M O R E IN F O R M A T I O N . 2. A L L E X T E R I O R W A L L S A R E T O B E C ON S T R U C T E D I N A C C O R D A N C E W I T H T HE F O L L O W I N G C R I T E R I A , U . N . O . , W H I C H ME E T S O R E X C E E D S T H E R E Q U I R E M E N T S O F C O D E S E C T I O N R 6 0 2 . 1 0 . 4 − S FB . A. 2 x 6 S T U D S S P A C E D @ 1 6 " O . C . B. M I N . W A L L S H E A T H I N G : 1 2 " F I B E R B O A R D S H E A T H I N G w / 1 1 2 " G A L V A N I Z E D R O O F N A I L S O R 8 d N A I L S O R 1 1 2 " 1 6 GA U G E S T A P L E S @ 3 " O . C A T P A N E L ED G E S A N D 6 " O . C . A T I N T E R M E D I A TE S U P P O R T S . 3. A L L I N T E R I O R W A L L S A RE T O B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T HE F O L L O W I N G C R I T E R I A , U . N . O . A. 2 x 4 O R 2 x 6 S T U D S S P A C E D @ 1 6 " O . C . B. W A L L S H E A T H I N G : 1 2 " M I N . G Y P S U M S H E A T H I N G F A S T E N E D T O F R A M I N G w / 5 d C O O L E R N A I L S @ 8 " O . C . M A X . O R TY P E S / W W A L L B O A R D S C R E W S @ 1 6 " O . C . M A X . ( 5 8 " M I N I M U M S T U D P E N E T R A T I O N ) 4. A L L F L O O R S A R E T O B E I N C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E F O LL O W I N G C R I T E R I A . A. F L O O R F R A M I N G S P A C E D A T A M A X I M U M O F 2 4 " O . C . B. F L O O R S H E A T H I N G : 3 4 " S T R U C T U R A L P A N E L S H E A T H I N G w / 8 d N A I L S @ 6 " O . C A T P A N E L E D G E S A N D 1 2 " O . C . A T IN T E R M E D I A T E S U P P O R T S . 5. A L L R O O F S A R E T O B E I N C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E F O L LO W I N G C R I T E R I A . A. R O O F F R A M I N G S P A C E D A T A M A X I M U M O F 2 4 " O . C . B. F A S T E N A L L R O O F F R A M I N G T O T O P P L A T E S W I T H S I M P S O N H 2 . 5 C L I P S O R E Q U I V A L E N T A N D ( 3 ) 8 d T O E N A I L S . C. R O O F S H E A T H I N G : 1 2 " S T R U C T U R A L P A N E L S H E A T H I N G w / 8 d N A I L S @ 6 " O . C A T P A N E L E D G E S A N D 1 2 " O . C . A T IN T E R M E D I A T E S U P P O R T S O R 1 3 4 " 1 6 G A U G E S T A P L E S @ 3 " / 6 " S P A C I N G . 6. A L O N G L E N G T H O F W A L L S , L A P W A L L T O P P L A T E S A M I N I M U M O F 2 4 " A ND F A S T E N T O G E T H E R W I T H ( 8 ) 1 6 d N A I L S I N LA P Z O N E . A T C O R N E R S A N D I N T E R S E C TI O N S , L A P P L A T E S A N D P R O V I D E ( 2 ) 1 0 d F A C E N A I L S . 7. C O N N E C T I O N S N O T S P E C I F I C A L L Y N O T E D A R E T O B E I N A C C O R D A N C E W I TH I R C T A B L E R 6 0 2 . 3 ( 1 ) . 8. A C C E P T A B L E A T C O R N E R S T R A P L O C A T I O N S T O H A V E T W O F U L L H E I G H T ST U D S O R I E N T E D I N EI T H E R D I R E C T I O N FA S T E N E D T O G E T H E R w / 8 d x 3 " L O N G N A I L S @ 3 " O N − C E N T E R . ’ C A L I F OR N I A C O R N E R S ’ O R T R A D I T I O N A L C O R N E R S AR E A C C E P T A B L E P R O V I D E D F U L L H E I G HT S A W N B L O C K I N G S T U D I S D I R E C TL Y B E H I N D F L A T P O R T I O N O F S T U D S FA S T E N E D T O G E T H E R I N A S I M I L A R F A S H I O N . WA L L S T U D S ( 1 0 ’ O R L E S S ) : S PF S T U D G R A D E O R B E T T E R WA L L S T U D S ( O V E R 1 0 ’ ) : S P F N O . 2 G R A D E O R B E T T E R DI M E N S I O N A L L U M B E R : S P F N O . 2 G R A D E O R B E T T E R TR E A T E D L U M B E R : S Y P N O . 2 G R A D E O R B E T T E R LS L : 1 1 2 " W I D T H − 1 . 3 E O R B E T T E R LV L : 1 3 4 " W I D T H − 1 . 9 E O R B E T T E R w/ J O I S T S w/ T R U S S E S w/ J O I S T S w/ T R U S S E S w/ J O I S T S w/ T R U S S E S w/ J O I S T S w/ T R U S S E S RO O F S N O W L O A D : 3 5 − 4 2 P S F RO O F D E A D L O A D : 1 5 P S F FL O O R L I V E L O A D : 4 0 P S F FL O O R D E A D L O A D : 1 5 P S F WI N D L O A D : 9 0 M P H E X P . B 20 1 5 M I N N E S O T A R E S I D E N T I A L C O D E Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 4014 Model "E" Elevation Minnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP’S DESIGN.PROVIDE CONNECTIONS SHOWN FOR BRACED WALL PANELS IN ADJACENT DETAILS ALONG INDICATED PORTION OF WALL − I N D I C A T E S H O L D O W N L O C A T I O N LO W E R L E V E L H O U S E P L A N S H O W N FO R L O C A T I O N R E F E R E N C E O N L Y (A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1 S3 RE F E R E N C E P L A N MA I N L E V E L H O U S E P L A N S H O W N FO R L O C A T I O N R E F E R E N C E O N L Y (A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 2 S3 RE F E R E N C E P L A N UPPER LEVEL HOUSE PLAN SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED)3 S3REFERENCE PLAN HOUSE PLAN FRONT ELEVATION SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED)4 S3REFERENCE ELEVATIONCONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4BRACEDWALL LINE BR A C E D WA L L L I N E (4 − F T ) ( 4 − F T ) B R A C E D W A L L L I N E BR A C E D WA L L L I N E ( 4 − F T ) ( 4 − F T ) (4−FT)(4−FT)(4−FT)(4−FT)(4−FT)(4−FT) BR A C E D WA L L L I N E (4 − F T ) B R A C E D W A L L L I N E BR A C E D WA L L L I N E BR A C E D WA L L L I N E B R A C E D W A L L L I N E ( 4 − F T ) ( 4 − F T ) ( 4 − F T ) ( 4 − F T ) ( 4 − F T ) ( 4 − F T ) ( 5 − F T ) ( 5 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (3 . 2 5 − F T ) (3 . 2 5 − F T ) (6 − F T ) (6 − F T ) (6 − F T ) CO N S T R U C T P O R T A L FR A M E A S S H O W N I N 1 / S 4 (4 − F T ) BR A C E D WA L L L I N E BR A C E D WA L L L I N E (4 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (3 . 5 − F T ) (4 − F T ) (4 . 5 − F T ) (4 − F T ) BR A C E D WA L L L I N E (4 − F T ) ( 4 − F T ) B R A C E D W A L L L I N E ( 4 − F T ) CO N S T R U C T P O R T A L FR A M E A S S H O W N I N 1 / S 4 (S I M ) (4−FT) ( 5 − F T ) ( 5 − F T ) (6 − F T ) (6 − F T ) (4 − F T ) (4 − F T ) ( 5 − F T ) BR A C E D WA L L L I N E B R A C E D W A L L L I N E CO P Y R I G H T H A N S O N G R O U P , L L C 2 0 1 5 © Description Date Revision March 9, 2015Project Number:Date:5.085 S4 2 Sheets: of 2Print Name:Signed: License Number:Nick Hanson 3−9−15 46665 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.3407 Kilmer Lane N Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.comLennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 4014 Model "E" Elevation Minnesota Construction BR A C E D W A L L P A N E L FA S T E N B O T T O M P L A T E T O JO I S T / B L O C K I N G w / ( 3 ) 1 6 d NA I L S E V E R Y 1 6 " O . C . CANTILEVERED FLOOR JOIST BY SUPPLIER FR A M E W A L L / B R A C E D WA L L P A N E L B E L O W BLOCKING BETWEEN JOISTS AS FOLLOWS:FLAT 2x4 TOP & BOTTOM OR JOIST MATERIAL OR SAWN BLOCKING 3 4 " PLYWOOD SHEET NAILED TO 2x4’s w/(8) 8d NAILS TOP & BOTTOM CIRCULAR HOLE UP TO 8"Ø MAY BE CUT INTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS @ 6" O.C. FA S T E N B O T T O M 2 x 4 w / ( 3 ) 1 6 d NA I L S E V E R Y 1 6 " O . C . S E C T I O N 2 S4 AT B R A C E D W A L L P A N E L S A B O V E CA N T I L E V E R E D F L O O R F R A M I N G (R E F E R T O P L A N F O R A P P L I C A B L E LO C A T I O N S ) F L O O R S Y S T E M F L O O R S Y S T E M PO S T − I N S T A L L E D H O L D O W N O P T I O N S 3 S4 FR A M I N G D E T A I L US P H T T 4 5 H O L D O W N AN C H O R A T L O C A T I O N S SH O W N N A I L E D T O D O U B L E ST U D S & 1 2 "Ø x 1 2 " L O N G SI M P S O N T I T E N H D S C R E W − I N AN C H O R I N T O C O N C R E T E US P M S T C M 4 0 S T R A P A T LO C A T I O N S S H O W N N A I L E D TO D O U B L E S T U D S & 1 4 " x 2 1 4 " C O N C R E T E S C R E W S (T A P C O N , T I T E N , O R E Q U I V . ) IN T O F O U N D A T I O N CO N C R E T E FO U N D A T I O N BE L O W 1 2 "Ø T H R E A D E D RO D w / N U T & WA S H E R A T HO L D O W N E N D 1 2 "Ø S I M P S O N TI T E N H D R O D CO U P L E R w / 8 " EM B E D I N T O CO N C R E T E CO N C R E T E FO U N D A T I O N BE L O W US P H T T 4 5 H O L D O W N AN C H O R A T L O C A T I O N S SH O W N N A I L E D T O DO U B L E S T U D S US P M S T C M 6 0 S T R A P A T LO C A T I O N S S H O W N N A I L E D TO D O U B L E S T U D S & 1 4 " x 2 1 4 " C O N C R E T E S C R E W S (T A P C O N , T I T E N , O R E Q U I V . ) IN T O F O U N D A T I O N AL T E R N A T E B H O L D O W N S A R E T O H A V E CO R R O S I O N P R O T E C T I O N B Y O T H E R S IF U S E D I N A N E X T E R I O R A P P L I C A T I O N EX P O S E D T O T H E E L E M E N T S . S4 FR A M I N G D E T A I L GA R A G E F R O N T P O R T A L F R A M E 1 IN F O A P P L I E S S Y M M E T R I C AL L Y A C R O S S D E T A I L UN L E S S N O T E D O T H E R W I S E . 16 ’ − 2 " ± 2’ − 5 " ± LE N G T H O F C O N T I N U O U S H E A D E R 2’ − 1 1 " ± FA S T E N T O P P L A T E T O H E A D E R w / ( 2 ) RO W S 1 6 d S I N K E R N A I L S @ 3 " O . C . (1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L HE I G H T S T U D LO C A T E P A N E L J O I N T W I T H I N 2 ’ − 0 " F R O M CE N T E R O F W A L L H E I G H T A S R E Q ’ D ( 2 x S O L I D BL O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) (2 ) 2 x 6 B E A R I N G S T U D S M I N . (V E R I F Y w / S U P P L I E R ) FO U N D A T I O N W A L L B E L O W NA I L S H E A T H I N G T O H E A D E R w / 8 d NA I L S @ 3 " O . C . E A . W A Y T Y P . US P S T A D 1 4 E M B E D D E D H O L D O W N AN C H O R A T L O C A T I O N S S H O W N (R E F E R T O 3 / S 4 F O R A L T E R N A T I V E O P T I O N S ) 5 8 " Ø A N C H O R B O L T ( 7 " M I N . E M B E D ) w/ 2 " x 2 " x 3 16 " P L A T E W A S H E R SM A L L H A T C H A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D O R O S B S H E A T H I N G AP P L I E D T O E X T E R I O R S I D E O F S T U D S (N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) RO W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O PL A T E S / B L O C K I N G @ 3 " O . C . ) US P M S T C 4 0 S T R A P O N I N S I D E F A C E O F WA L L ( PR O V I D E S P A C E R T O F L U S H O U T HE A D E R T O W A L L S T U D T H I C K N E S S ) FA S T E N K I N G S T U D T O H E A D E R w / (2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . PR O V I D E 2 x 6 I N F I L L W A L L AB O V E H E A D E R A S R E Q ’ D LA R G E H A T C H A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D O R O S B S H E A T H I N G AP P L I E D T O E X T E R I O R S I D E O F S T U D S w/ S T A N D A R D 6 " / 1 2 " N A I L I N G FA S T E N F R A M I N G A B O V E A S S H O W N FO R B R A C E D W A L L P A N E L S O N S 3 CO N T I N U O U S H E A D E R T O S U P P O R T VE R T I C A L L O A D S B Y S U P P L I E R (M I N . 3 1 2 " W I D T H & M I N . 1 1 1 4 " D E P T H R E Q ’ D ) N O T T O E X C E E D 1 2 ’ − 0 " (2 ) 5 8 " Ø A N C H O R B O L T S ( 7 " M I N . E M B E D ) w / 2" x 2 " x 3 16 " P L A T E W A S H E R S 1’ − 1 1 " @ S I M 1’ − 1 1 " @ S I M 40,000 X X 40,000 1360 40,000 3000 3000 1360 3000 .45 .45 .55 40,000 40,000 13.33 13.33 .62 7.3 3.1 4796 719 240 375 375 719 NR 190 95 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: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 " round duct OR " metal duct City Mailing Address of the Dwelling or Dwelling Unit Combustion Air Select a Type Location of duct or system: 31,127 Interior Interior Below Entire Slab Rig i d , E x t r u d e d P o l y s t y r e n e Ceiling, flat Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.2/13/2019 New Construction Energy Code Compliance Certificate Name of Residential Contractor Lennar MN License Number Lakeville19313 Impala Avenue 1413 Mech Room 82Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 55,291 Heating Gain Cooling Load Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.31 Appliances THERMAL ENVELOPE Fo a m O p e n C e l l Wall Rig i d , I s o c y n u r a t e Perimeter of Slab on Grade RADON CONTROL SYSTEM Interior R5 + R10 Exterior No n o r N o t A p p l i c a b l e Cooling System To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply Min e r a l F i b e r b o a r d Insulation Location Fo a m , C l o s e d C e l l 0.29 Describe other insulated areas Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Foundation Wall R-value Average U-Factor (excludes skylights and one door) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN-036 Model Heating System Nat Gas Lennox Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Elect Make-up Air Select a Type AOSmith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13 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): 26,650Residential Load Calculation SEER /EER 192 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: ML195UH070XP36 Heating Loss Manufacturer Lennox Nat Gas Output in Tons:350 Builders Associaton of Minnesota version 101014 0 2 / 1 9 / 1 9 X K P