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Home My WebLink AboutLA175875 - 19165 Huxley Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov 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: 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 1 1 / 2 6 / 2 0 1 9 s h u t c h i n s 6 6 3 ··················· H o l d o w n H o l d o w n C o n n e c t i o n s S h e a r w a l l 2 / S 4 P F H P F H 1 0 4 4 4 4 5 5 3 5 5 5 5 5 5 8 S e e T a l l W a l l s h e e t T W 1 ··················· V e r i f y l o a d s w i t h g i r d e r t r u s s s p e c s , m a y r e q u i r e r e m o v a l o f t o p p l a t e s a t b e a r i n g d u e t o c r u s h i n g . 5 5 5 4 4 4 4 4 4 S h e a r w a l l 2 / S 4 C o n n e c t i o n s S e e T a l l W a l l s h e e t T W 1 PAGE DESCRIPTION:P A G E N O . : P L A N N O . F I R E P L A C E F I R E P L A C E S FIREPLACES REVISIONS 2 '1 1 3/ 4" 9 ' 01 / 4" 12 ' 0 " 1 8 ' 2 7 / 8 " 6 ' 01 / 2" 6 ' 0 1 / 2 " 6' 0 1 / 2 " 6 ' 0 1 / 2 " TS H d 4 TS H d 4 2 '1 1 3/ 4" 9 ' 01 / 4" 12 ' 0 " 1 8 ' 2 7 / 8 " 6 ' 01 / 2" 6 ' 0 1 / 2 " 6' 0 1 / 2 " 6 ' 0 1 / 2 "AA LI V I N G R O O M DE F L E C T I O N L / 1 8 0 WI N D B R A C E A T G A B L E E N D : AT T A C H R O O F T R U S S T O T O P P L A T E W I T H ( 1 ) A 2 3 SI M P S O N S T R O N G - T I E ® @ 2 '- 0 " O . C . I N A D D I T I O N T O AN Y C O N N E C T I O N S R E Q U I R E D B Y T R U S S MA N U F A C T U R E R . A (3 ) 2 x 6 1 . 3 E T I M B E R S T R A N D ® L S L C O N N E C T W / (5 ) 1 6 d N A I L S @ T O P / B O T T O M P L A T E S . TH S d 4 5 1 / 2 " x 3 1 / 2 " 1 . 3 E T I M B E R S T R A N D ® L S L H E A D E R (P L A N K ) W / ( 1 ) T R I M M E R P E R S I D E . C O N N E C T W / (3 ) 16 d N A I LS P E R SI DE . TY P I CA L F R A MI NG : (1 ) 2 x 6 1 . 3E TI MB E R S T R A N D ® LS L ST U D @ 16 "O .C. CO N N E C T W/ ( 2 ) 16 d N A I LS @T OP /BO T T O M P L A T E . TY P I CA L R E T U R N W AL L FR A MI NG : (1 ) 2 x 6 1 . 3E TI MB E R S T R A N D ® LS L ST U D @ 16 "O .C. CO N N E C T W/ ( 2 ) 16 d N A I LS @T OP /BO T T O M P L A T E . CO L U M N F OR GI RD E R (3 ) 2 x 6 1 . 3E TI MB E R S T R A N D ® LS L C O L U M N F OR GI RD E R T R U S S R E A C T I ON . CO N N E C T W/ (2)16d NA I LS @T OP /BO T T O M P L A T E . Do u b l e s t u d f o r s h e a r w a l l s t r a p p i n g pe r H a n s o n G r o u p e n g i n e e r i n g . 11 1 / 2 " 5' 5 1/2" 5' 1 1 1 / 2 " 1 8 ' 2 7 / 8 " 4' 6 " 4' 6 " 2 ' 0 1 / 2 " TS H d 5 TS H d 2 11 1 / 2 " 5' 5 1/2" 5' 1 1 1 / 2 " 1 8 ' 2 7 / 8 " 4' 6 " 4' 6 " 2 ' 0 1 / 2 " 6, 2 8 0 # G I R D E R TR U S S R E A C T I O N . FOYER DEFLECTION L/180 WIND BRACE AT EAVE END:ATTACH ROOF TRUSS TO TOP PLATE WITH (1) A23 SIMPSON STRONG-TIE® @ 2 '-0" O.C. IN ADDITION TO ANY CONNECTIONS REQUIRED BY TRUSS MANUFACTURER.A (3) 2x6 1.3E TIMBERSTRAND® LSL CONNECT W/(4) 16d NAILS @ TOP/BOTTOM PLATES.TSHd2 3 1/2" x 7 1/4" 1.3E TIMBERSTRAND® LSL HEADER W/ (1) TRIMMERS PER SIDE. CONNECT W/(2) 16d NAILS PER SIDE.HEADER REQUIRES 2x6 PLATE(S).TSHd5 5 1/2" x 3 1/2" 1.3E TIMBERSTRAND® LSL HEADER (PLANK) W/ (1) TRIMMERS PER SIDE. CONNECT W/(3) 16d NAILS PER SIDE.TYPICAL FRAMING:(1) 2x6 1.3E TIMBERSTRAND® LSL STUD @ 16" O.C.CONNECT W/ (2) 16d NAILS @ TOP/BOTTOM PLATE. AA A 1' 4 " 5' 4 1 / 2 " 6' 8 1 / 2 " 1 9 ' 7 5 / 8 " 4' 0 1 / 2 " 6 ' 0 1 / 2 " TS H d 5 1' 4 " 5' 4 1 / 2 " 6' 8 1 / 2 " 1 9 ' 7 5 / 8 " 4' 0 1 / 2 " 6 ' 0 1 / 2 " A A ST A I R S DE F L E C T I O N L / 1 8 0 WI N D B R A C E A T G A B L E E N D : SE E W I N D B R A C E D E T A I L WB 3 . A (3 ) 2 x 6 1 . 3 E T I M B E R S T R A N D ® L S L C O N N E C T W / (5 ) 1 6 d N A I L S @ T O P / B O T T O M P L A T E S . TS H d 5 5 1 / 2 " x 3 1 / 2 " 1 . 3 E T I M B E R S T R A N D ® L S L H E A D E R (P L A N K ) W / ( 1 ) T R I M M E R P E R S I D E . C O N N E C T W / (2 ) 1 6 d N A I L S P E R S I D E . TY P I C A L F R A M I N G : (1 ) 2 x 6 1 . 3 E T I M B E R S T R A N D ® L S L S T U D @ 1 2 " O . C . CO N N E C T W / ( 2 ) 1 6 d N A I L S @ T O P / B O T T O M P L A T E . ELEVATION D LIVING ROOM AND RETURN WALLS PlotID Length Product Plies Net Qty 18' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 29 16' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 3 12' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 3 2' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 3 TSHd4 8' 0" 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 2 10' 0" 2 X 6 SPF No.2 1 2 8' 0" 2 X 6 SPF No.2 1 4 4' 0" 2 X 6 SPF No.2 1 6 2' 0" 2 X 6 SPF No.2 1 44ELEVATION D FOYER PlotID Length Product Plies Net Qty TSHd2 6' 0" 3 1/2" x 7 1/4" 1.3E TimberStrand® LSL 1 1 18' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 9 6' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 2 6' 0" 1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 3 TSHd5 6' 0" 3 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 1 8' 0" 2 X 6 SPF No.2 1 8 6' 0" 2 X 6 SPF No.2 1 1 4' 0" 2 X 6 SPF No.2 1 2 4' 0" 2 X 6 SPF No.2 1 2 Roof connection - Simpson Strong Tie A23 Clip - Qty 15Roof connection - Simpson Strong Tie A23 Clip - Qty 3 EL E V A T I O N D S T A I R W A L L 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 20 ' 0 " 1 1 / 2 " x 5 1 / 2 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 9 18 ' 0 " 1 1 / 2 " x 5 1 / 2 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 2 12 ' 0 " 1 1 / 2 " x 5 1 / 2 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 6 8' 0 " 1 1 / 2 " x 5 1 / 2 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 3 TS H d 5 6 ' 0 " 3 1 / 2 " x 5 1 / 2 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 1 6' 0 " 2 X 6 S P F N o . 2 1 1 4' 0 " 2 X 6 S P F N o . 2 1 6 2' 0 " 2 X 6 S P F N o . 2 1 8 Ro o f c o n n e c t i o n - S i m p s o n S t r o n g T i e A 2 3 C l i p - Q t y 4 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 IN 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 ALL DIMENSIONS SHOWN ARE APPROXIMATE.IT IS THE RESPONSIBILITY OF THE DEALER/BUILDER TO VERIFY ALL DIMENSIONS.ATTACH BOTTOM PLATE TO RIM, FLOOR FRAMING AND/OR BLOCKING W/ (2) ROWS OF 16d PNEUMATIC NAILS @ 8" O.C.LOADS MUST BE TRACKED TO FOUNDATION BY DESIGNER OF RECORD.TRI MM ER S, CRIPP L ES,A ND BLO CK ING 10'OR L ESS I NL E N G T HM A Y B E R EP LAC ED WITH SP F/HF No.2 OR BETTER (B YO T H E R S ).iLevel prepared these placement plans for the specification of iLevel 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.R13 -167465 1 S heet T W1Central Division - Technical Support CentralServiceRequest@weyerhaeuser.com (888) 453-8358........www.iLevel.com Architectural Drawings Prepared By:LENNARStructural Drawings Prepared By:N/A 9/20/10N/A LENNAR - MN 6008 SPRINGDALE ELEVATION D W/ OR W/OUT OPT. EXTENSION TALL WALL(s)Drawn By:AJGChecked By:Date:6/6/2011 Rev.1ByDateAJG6/6/11 TAK9/30/13 JLH10-24-18CommentsOriginal Service SR-166204 Updated Elevations A-F, Added Elevations G-I Simpson clips, adjusted hdr sills and wdw sills WA L L D E S I G N A S S U M P T I O N S 1) D E S I G N A P P L I C A T I O N S A R E L I M I T E D T O V E R T I C A L L O A D S , A N D T O L A T E R A L WI N D L O A D S T H A T A R E P E R P E N D I C U L A R T O T H E W A L L F R A M I N G O N L Y (T A L L W A L L W A S N O T C H E C K E D O R D E S I G N E D A S A S H E A R W A L L ) - 2 0 0 6 I R C B R A C E D W A L L P R O V I S I O N S O N L Y A P P L I C A B L E T O W A L L H E I G H T S 12 ' O R L E S S . - A T A L L W A L L M A Y M E E T C O D E P R O V I S I O N S I F T H E W A L L I S N O T B U M P E D M O R E T H A N 4 ' O U T O F P L A N E O F T H E R E S T O F T H E W A L L A N D T H E WA L L I S N O T M O R E T H A N 2 5 ' W I D E . - I F W A L L I S B U M P E D O U T M O R E T H A N 4 ' O R W I D E R T H A N 2 5 ' , T H E 2 0 ' iL E V E L S H E A R B R A C E M A Y B E A S O L U T I O N . C O N T A C T A L O C A L PR O F E S S I O N A L F O R A S S I T A N C E . 2) M E M B E R D E S I G N A N D L A T E R A L S U P P O R T R E Q U I R E M E N T S F O R B E N D I N G AR E B A S E D O N N A T I O N A L D E S I G N S P E C I F I C A T I O N ® ( N D S ® ) 2 0 0 5 3) D E S I G N A S S U M E S S T R U C T U R A L S H E A T H I N G O N O N E S I D E O F T H E WA L L , O R A C O M B I N A T I O N O F G Y P S U M W A L L B O A R D A N D N O N - S T R U C T U R A L SH E A T H I N G O R S I D I N G A P P L I E D T O E A C H S I D E O F T H E W A L L , O R EQ U I V A L E N T 4) B L O C K / B R A C E A L L F R A M I N G V E R T I C A L L Y E V E R Y 8 ' - 0 " O . C . 5) B L O C K D O W N A L L C O L U M N / T R I M M E R L O A D S A T R I M B O A R D L O C A T I O N 6) W A L L R E I N F O R C E M E N T I S R E Q U I R E D A T A L L L I F T P O I N T S T O E N S U R E WA L L S T A B I L I T Y D U R I N G C O N S T R U C T I O N 7) T Y P I C A L S T U D F R A M I N G F O R W A L L S W I T H F L E X I B L E F I N I S H E S A R E DE S I G N E D A T L / 1 2 0 D E F L E C T I O N C R I T E R I A . T H E M A T E R I A L S U P P O R T I N G WI N D O W S I N T H E S E W A L L S A R E D E S I G N E D A T L / 1 8 0 D E F L E C T I O N CR I T E R I A ( U . N . O . ) 8) T R I M M E R S T O B E C O N N E C T E D P E R M U L T I P L E M E M B E R C O N N E C T I O N S (S E E D E T A I L T O R I G H T ) 9) A L L W A L L T O P A N D B O T T O M P L A T E S T O B E T I M B E R S T R A N D ® L S L T O MA T C H W A L L W I D T H ( U . N . O . ) MU L T I P L E M E M B E R C O N N E C T I O N S F O R P O I N T LO A D E D C O L U M N S 2 P L Y 3 P L Y 4 P L Y US E 1 6 d ( 0 . 1 3 1 " x 3 1 4 ") P N E U M A T I C N A I L S 4 P L Y A L T E R N A T E : 2 R O W S , 1 2 " D I A M E T E R B O L T S A T 8 " O N - C E N T E R MU L T I P L E M E M B E R C O N N E C T I O N F O R N O N P O I N T L O A D E D CO L U M N S 2 P L Y , U S E ( 2 ) R O W S 1 6 d P N E U M A T I C N A I L S A T 1 0 " O . C . 3 P L Y ' S A N D G R E A T E R , U S E ( 2 ) R O W S 1 6 d P N E U M A T I C N A I L S ( E A C H P L Y ) AT 8 " O . C . - S T A G G E R 2 " P E R P L Y P5 L1 3 P 6 He a d e r t o c o l u m n He a d e r Co l u m n Co l u m n t o T o p P l a t e Fr a m i n g an g l e s as r e q u i r e d Tr i m m e r St u d ( s ) Pla t e w i d t h mu s t e q u a l w a l l th i c k n e s s t o pr o v i d e l a t e r a l br a c i n g . ( P l a t e no t r e q u i r e d i f he a d e r w i d t h eq u a l s t h e w a l l th i c k n e s s . ) Tr i m m e r st u d ( s ) Do u b l e to p p l a t e Fr a m i n g an g l e s as r e q u i r e d So l i d b l o c k i n g i s re q u i r e d i f c o l u m n an d t r i m m e r s t u d s do n o t e x t e n d t o si l l p l a t e Bl o c k i n g pa n e l a s re q u i r e d Tr i m m e r st u d ( s ) Fr a m i n g an g l e s as r e q u i r e d Ri m b o a r d Si l l P l a t e So l e pl a t e Co l u m n Co l u m n t o B o t t o m P l a t e A n o t c h a n d h o l e s h a l l n o t o c c u r in t h e s a m e c r o s s s e c t i o n Ma x i m u m d i a m e t e r : *1 3 8 "f o r 3 1 2 "t h i c k w a l l s *2 3 16 "f o r 5 1 2 "- 1 1 1 4 " t h i c k w a l l s Ma x i m u m n o t c h : On e h o l e m a y b e c u t a n y w w h e r e a l o n g t h e l e n g t h o f th e s t u d o r c o l u m n b u t m u s t b e a t l e a s t 5 8 "f r o m t h e e d g e . On e n o t c h m a y b e c u t a n y w h e r e e x c e p t t h e mi d d l e 1 3 of t h e l e n g t h o f t h e s t u d o r c o l u m n . *7 8 "f o r 3 1 2 "t h i c k w a l l s *1 3 8 "f o r 5 1 2 "- 1 1 1 4 "t h i c k w a l l s 5 8 " M i n i m u m ed g e d i s t a n c e L/ 3 L/ 3 L/ 3 Al l o w a b l e H o l e s a n d N o t c h e s *N o t e : F i e l d s k e w a b l e fr a m i n g a n g l e s r e q u i r e d fo r s l o p e d t o p p l a t e co n n e c t i o n s W B2 Co n n e c t i o n o f d o u b l e t o p p l a t e t o o u t l o o k e r m u s t b e de s i g n e d t o t r a n f e r l a t e r a l l o a d t o r o o f . Co n n e c t o u t l o o k e r t o d o u b l e t o p pl a t e w i t h a n g l e c l i p ( 5 6 5 l b s m i n . fo r L o a d 1 ) a t 2 4 " o . c . 2x _ o u t l o o k e r Co n t i n u o u s t a l l - w a l l f r a m i n g (f r o m s i l l p l a t e t o t o p p l a t e ) 4" o / c n a i l i n g re q u i r e d f r o m sh e a t h i n g to o u t l o o k e r Bl o c k i n g b e t w e e n ou t l o o k e r s a s re q u i r e d Co n n e c t o u t l o o k e r t o t r u s s wi t h ( 2 ) 1 6 d n a i l s f o r 2 x 4 , (3 ) 1 6 d n a i l s f o r 2 x 6 o r 2 x 8 2' m a x WB 3 Lo a d s m u s t b e t r a c k e d to f o u n d a t i o n b y d e s i g n e r of r e c o r d Tr u s s e s b y o t h e r s at 2 4 " o n c e n t e r Co n n e c t t r u s s t o do u b l e t o p p l a t e wit h o n e a n g l e cli p ( 5 4 5 l b s m i n . fo r L o a d 2 ) a t 24 " o . c . Ga b l e e n d w a l l 2x _ s o l i d s a w n a n g l e b r a c e s t o co n n e c t d o u b l e t o p p l a t e t o r o o f @ 2 ' - 0 " o. c . a l o n g l e n g t h o f w a l l f i t s n u g b e t w e e n th e t w o b a y s . C o n n e c t w i t h ( 3 ) 1 6 d n a i l s . 2 x _ s o l i d s a w n c o n n e c t e d t o t o p of b o t t o m c h o r d w i t h ( 3 ) 1 6 d n a i l s a t 2' - 0 " o . c . a l o n g l e n g t h o f w a l l , b a c k 8 ' - 0 " Wa l l b r a c i n g i s n e c e s s a r y i f d o u b l e t o p p l a t e i s n o t a t t a c h e d di r e c t l y t o t h e r o o f / f l o o r d i a p h r a g m . 25 ° t o 45 ° Me m b e r O r i e n t a t i o n Pl a t e w i d t h m u s t e q u a l w a l l t h i c k n e s s to p r o v i d e l a t e r a l b r a c i n g ( p l a t e n o t re q u i r e d i f h e a d e r e q u a l s w a l l t h i c k n e s s ) CO D E : IB C / I R C SN O W L O A D : 35 P S F DE A D L O A D : 20 P S F EX P O S U R E / W I N D L O A D : B WI N D S P E E D : 90 M P H CO N N E C T I O N S : BA S E D O N . 5 S P E C I F I C G R A V I T Y DE S I G N P A R A M E T E R S PLANS AND MATERIAL LISTS SHOWN DO NOT I NC L UD ES U PP ORT FRAMING FOR PO RCH HEADER S.ALL FRAMING REQUIRED FOR PORCH HEADERS TO BE PROVIDED BY OTHER S. 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 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 6008 SPRINGFIELD ELEVATIONS A,D,E,G,H,I R13 -167465 6008_A,D,E,G,H ,I S heet 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:Jackie T.Original Date:01/17/2014 Rev.ByDate JLH8-7-18CommentsSimpson hgrs, add free standing tub optionArchitectural Drawings Prepared By:LENNAR - MNStructural Drawings Prepared By:N/A Aug 2013N/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 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 Fr a m i n g C o n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t B a c k e r B l k s W e b S t i f f H1 2 S i m p s o n H H U S 4 8 N o N o Pr o d u c t s Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y M1 - 2 1 2 ' 0 " 1 3 / 4 " x 1 6 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M2 - 2 8 ' 0 " 1 3 / 4 " x 1 6 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M3 - 3 1 2 ' 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 TS 1 - 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 AD D - O p t i o n a l E g r e s s 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 3 - 3 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 3 3 AD D - O p t i o n a l W a l k o u t H e a d e r s 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 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 AD D - O p t i o n a l L o o k o u t H e a d e r s 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 3 - 3 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 3 3 TS H d 3 - 3 TS H d 2 - 2 TS H d 1 - 2 TS H d 3 - 3 M 2 - 2 TS 1 - 2 M 1 - 2 M3 - 3 3" 3" 3" 3" 3" 3" H1 H1 OP T I O N A L L O O K O U T OP T I O N A L W A L K O U T OP T I O N A L E G R E S S DI F F E R E N C E S I N F O O T P R I N T D O N O T CH A N G E W E Y E R H A E U S E R P R O D U C T . Mu l t i - m e m b e r c o n n e c t i o n : 3 r o w s o f 1 0 d n a i l s a t 6 " o c . 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 Aug 2013N/A LENNAR - MN 6008 SPRINGFIELD ELEVATIONS A,D,E,G,H,I Rev.ByDate JLH8-7-18CommentsSimpson hgrs, add free standing tub optionDrawn By:Jackie T.Original Date:01/17/2014 Fi r s t F lo o r F ra m in g P la n Sc a l e : 1 / 4 " = 1 '- 0 " R13 -167465 6008_A,D,E,G,H ,I S heet of 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 Start Joist Layout Here B1A3 A3TSHd6-2 T SHd 4 BBOHd1-2BBO14 TS7-2STCa1 STCa1STCa1STCa1STCa1F22'-2 FBk1TS7-2 41 / 2 "F24'-23"3"11"1' 6 15/16"15' 9 15/16"1' 2"1' 2"1' 4"1' 1 1/16"F4'24" O.C.F24'-2 12" O.C.F24'-2 16" O.C.H6H6H8 See Tall Wall Design on TW1CAN LIGHT Multi-memberconnection:3 rows of 10d nails at 6" oc.Standard BathELEVATION D MATERIALS PlotID Length Product Plies Net Qty TSHd2-2 8' 0" 1 3/4" x 9 1/2"1.55E TimberStrand® LSL 2 4TSHd2-2 TSHd2-2 BBO78 BBO79 BBOHd2-2 BBOHd2-2 St a r t J o i s t L a y o u t H e r e EL E V A T I O N D M A T E R I A L S 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 S i m p s o n H G U S 4 1 0 N o N o H3 2 S i m p s o n H U C 4 1 0 N o N o H4 3 S i m p s o n H U C 4 8 N o N o H6 6 S i m p s o n I U S 2 . 0 6 / 1 1 . 8 8 N o N o H8 4 S i m p s o n M I U 4 . 2 8 / 1 1 N o N o EL E V A T I O N D M A T E R I A L S 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 6 ' 4 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 F4 2 ' 4 2 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 5 F2 6 ' 2 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 F2 4 ' - 2 2 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 2 4 F2 2 ' - 2 2 2 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 2 1 8 F4 ' 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 4 FB k 1 2 ' 8 1 3 / 1 6 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 MH d 2 - 3 2 0 ' 0 " 1 3 / 4 " x 2 0 " 2 . 0 E M i c r o l l a m ® L V L 3 3 TS 2 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 1 1 TS 7 - 2 8 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 4 TS H d 3 - 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 8 - 2 1 2 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 4 TS 9 - 2 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 4 TS H d 4 - 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 1 0 - 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 6 - 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 6 ST C a 1 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 1 1 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 5 8 E1 B1 A3 A3 A3 A3 CS CS CS CS CS PB 1 PB 1 TS H d 6 - 2 TS H d 3 - 2 TS H d 6 - 2 B B O H d 1 - 2 BBO5 3 TS 7 - 2 B B O 5 4 S T C a 1 S T C a 1 S T C a 1 S T C a 1 ST C a 1 ST C a 1 ST C a 1 BB O B k 1 ST C a 1 BB O B k 1 F 2 6 ' F 2 2 ' - 2 FBk1 S T C a 1 T S 2 TS 7 - 2 3" 3" CS 41 / 2 " Al t . 3" 3" MH d 2 - 3 TS H d 4 - 2 TS 8 - 2 T S 1 0 - 2 T S 9 - 2 TS 8 - 2 T S 9 - 2 S T C a 1 ST C a 1 TS H d 6 - 2 H 3 H 1 H4 H 3 H4 H 4 1' 8 1 5 / 1 6 " 11 1 5 / 1 6 " 1' 2 " 1' 4 " 1' 1 1 / 1 6 " 1' 4 " 1' 4 " 1' 3 1 / 1 6 " 1' 1 0 " 1' 8 " 6 1 5 / 1 6 " 1' 4 " 8" 1' 6 1 5 / 1 6 " 5 1 / 1 6 " 1' 4 " 1' 3 " 1' 0 7 / 1 6 " 1' 1 5 / 8 " 1' 1 1 " 1' 1 0 1 5 / 1 6 " 1' 4 " 10 ' 8 " F2 2 ' - 2 24 " O . C . F4 ' 24 " O . C . F2 4 ' - 2 12 " O . C . F4 2 ' 16 " O . C . F4 6 ' 16 " O . C . H8 H6H6 At t a c h R i m t o B o t t o m Ch o r d o f G i r d e r w i t h ( 3 ) ro w s o f 1 6 d n a i l s @ 6 " o / c Se e T a l l W a l l De s i g n o n T W 1 S e e T a l l W a l l D e s i g n o n T W 1 RO O F T R U S S E S A S S U M E D T O B E S U P P O R T E D B Y WA L L A N D N O T N A I L E D I N T O T J I R I M B O A R D . PL E A S E V E R I F Y P R I O R T O C O N S T R U C T I O N A S AD D I T I O N A L M A T E R I A L S M A Y B E R E Q U I R E D . AD D ( 1 ) T R I M M E R A T E A C H E N D FO R G A R A G E E X P A N S I O N O P T I O N C A N L I G H T P l u m b i n g W a l l S e r e n i t y B a t h O P T P l u m b i n g W a l l St a n d a r d B a t h Se e p a g e 4 f o r F r e e St a n d i n g T u b O p t i o n Al l j o i s t b l o c k i n g i n c l u d i n g s o i l p r e s s u r e j o i s t bl o c k i n g c a n b e e i t h e r 2 1 0 o r 3 6 0 s e r i e s T J I o r 1- 1 / 2 " T i m b e r s t r a n d L S L 1 . 5 E m a t e r i a l . AD D - O p t i o n a l C o r n e r F i r e p l a c 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 4 - 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 - O p t i o n a l C o r n e r F i r e p l a c 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 3 - 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 CS CS TS H d 4 - 2 TS H d 6 - 2 OP T I O N A L C O R N E R F I R E P L A C E AD D - O p t i o n a l E x p a n d e d N o o k 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 H8 1 S i m p s o n M I U 4 . 2 8 / 1 1 N o N o AD D - O p t i o n a l E x p a n d e d N o o k 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 4 ' - 2 2 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 2 2 4 RE M O V E - O p t i o n a l E x p a n d e d N o o k 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 2 ' - 2 2 2 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 2 1 6 OP T I O N A L E X P A N D E D N O O K 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 Aug 2013N/A LENNAR - MN 6008 SPRINGFIELD ELEVATION D Rev.ByDate JLH8-7-18CommentsSimpson hgrs, add free standing tub optionDrawn By:Jackie T.Original Date:01/17/2014 Sc a l e : 1 / 4 " = 1 '- 0 " R13 -167465 6008_A,D,E,G,H ,I S heet of 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 . R OO F T RU SS E S A S S U M E D T O B E SU P P O R T E D B Y W A LL A ND NO T N A I L E D IN T O T J ® R I M B O A RD . P L E A S E V E R IF Y PR IO RT O C O N S T RU C T IO NA S A DD IT IO NA L MA T E R I A L S M A Y B E R E Q U I R 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 EL E V A T I O N A - F R E E S T A N D I N G T U B O P T I O N - A D D L I S T 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 6 ' 2 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 F2 0 ' - 2 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 2 2 FB k 1 2 ' 2 5 / 8 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 EL E V A T I O N A - F R E E S T A N D I N G T U B O P T I O N - R E M O V E L I S T 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 CS CS CS E1 B1 A3 A3 E1 B1 TS H d 3 - 2 TS H d 6 - 2 B B O H d 1 - 2 BB O1 56 T S7 - 2 MH d 1 - 3 T S 1 2 S T C a 1 S T C a 1 ST C a 1 ST C a 1 ST C a 1 ST C a 1 BB O B k 1 F 2 4 ' F 2 6 ' F 4 4 ' - 2 F 2 2 ' - 2 FBk1 T S 5 - 3 T S7 - 2 3" Al t . Al t . H 4 F 2 0 ' - 2 FB k 1 F4 ' 4 "O . C . F2 4 ' - 2 12 " O . C . F4 4 ' 16 " O . C . F4 4 ' 16 " O . C . F4 4 ' 16 " O . C . 8' 0 " 1' 5 1 / 8 " 1' 2 7 / 8 " 1' 6 1 8" 1' 4 " 1' 4 " 1' 4 " 1' 1 1 / 1 6 " 1' 4 " 1' 2 " 11 1 5 / 1 6 " 1' 4 " 1' 1 1 / 1 6 " 2' 1 7 / 1 6 " 91 / 2 " 1' 6 1 5 / 1 6 " 1' 4 " H8 66 RO O F T R U S S E S A S S U M E D T O B E S U P P O R T E D B Y WA L L A N D N O T N A I L E D I N T O T J I R I M B O A R D . PL E A S E V E R I F Y P R I O R T O C O N S T R U C T I O N A S AD D I T I O N A L M A T E R I A L S M A Y B E R E Q U I R E D . P l u m b i n g W a l l S e r e n i t y B a t h O P T P l u m b i n g W a l l Fr e e S t a n d i n g Tu b O p t i o n ELEVATION E - FREE STANDING TUB OPTION - ADD LIST PlotID Length Product Plies Net Qty F26' 26' 0" 11 7/8" TJI® 210 1 1 F20'-2 20' 0" 11 7/8" TJI® 210 2 2 FBk1 2' 2 5/8" 11 7/8" TJI® 210 1 1 ELEVATION E - FREE STANDING TUB OPTION - REMOVE LIST PlotID Length Product Plies Net Qty F42' 42' 0" 11 7/8" TJI® 210 1 1 CS CS CSCSCSB1A3 A3A3B1TSHd3-2 T SHd TSHd6-2BBOHd1-2BBO166 S 7 -2 S T C a 1 S T C a 1 STCa1 STCa1F24'F26'F22'-2 FBk1 STCa1 STCa1 T S 3 7- 2 3"MHd2-3 TS13 2 H4 H4F20'-2 FBk1 F 4 'O. C . F2 4 ' - 2 12 " O . C . F44'16" O.C.F42'16" O.C.10' 8"1' 4"1' 4"1' 4"1' 1 1/16"1' 4" 1' 2 " 11 1 5 / 1 6 " 1' 4"1' 1 1/16"2' 1 7/16"91 / 2 "1' 7"1' 3 15/16" H 8 R O PSerenity Bath OPT P l u m b i n g W a l l Free Standing Tub Option EL E V A T I O N D - F R E E S T A N D I N G T U B O P T I O N - A D D L I S T 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 1 F2 0 ' - 2 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 2 2 F B k 1 2 ' 2 5 / 8 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 EL E V A T I O N D - F R E E S T A N D I N G T U B O P T I O N - R E M O V E L I S T 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 6 ' 4 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 CS CS CS CS CS E1 B1 A3 A3 B1 PB 1 PB 1 TS H d 3 - 2 TS H d 6 - 2 TS H d 6 - 2 B B O H d 1 - 2 BBO164 TS 7 - 2 S T C a 1 S T C a 1 ST C a 1 ST C a 1 BB O B k 1 BB O B k 1 F 2 6 ' F 2 8 ' F 4 6 ' F 2 2 ' - 2 FBk1 S T C a 1 ST C a 1 T S 2 TS 7 - 2 3" CS Al t . " MH d 2 - 3 T S 9 - 2 TS 8 - 2 T S 9 - 2 H5 H 4 H 3 H 1 F 2 0 ' - 2 FB k 1 F4 ' 24 " O . C . F2 4 ' - 2 12 " O . C . F4 2 ' 16 " O . C . F4 6 ' 16 " O . C . 10 ' 8 " 5 1 '6 1 5 / 8" 1' 4 " 1' 4 " 1' 4 " 1' 1 1 / 1 6 " 1' 4 " 1' 2 " 11 1 5 / 1 6 " 1' 4 " 1' 1 1 / 1 6 " 2' 1 7 / 1 6 " 91 / 2 " 1' 7 " 1' 3 1 5 / 1 6 " H6 H6 H8 R O O F T RU S S E S A S S U M ED T O B E S U W A L L A N D N O T N A I L ED I N T O T J I R P L EA S E V E R I F Y P R I O R T O C O NS T R AD D I T I O NA L M A T ER I A L S M A Y B E R P l u m b i n g W a l l S e r e n i t y B a t h O P T P l u m b i n g W a l l Fr e e S t a n d i n g Tu b O p t i o n 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 Aug 2013N/A LENNAR - MN 6008 SPRINGFIELD ELEVATION A,D,E OWNER BATH OPTION Rev.ByDate JLH8-7-18CommentsSimpson hgrs, add free standing tub optionDrawn By:Jackie T.Original Date:01/17/2014 Se c on dF lo o r F ra m in g P la n Sc a l e : 1 / 4 " = 1 '- 0 " R13 -167465 6008_A,D,E,G,H ,I S heet of 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 . R OO F T RU SS E S A S S U M E D T O B E SU P P O R T E D B Y W A LL A ND NO T N A I L E D IN T O T J ® R I M B O A RD . P L E A S E V E R IF Y PR IO RT O C O N S T RU C T IO NA S A DD IT IO NA L MA T E R I A L S M A Y B E R E Q U I R 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 Description Date Revision May 28, 2015Project Number: 5.087 S3 1 of 2Print Name:License Number:Ryan Mack 5−28−15 46673I 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 6008 Model "D" 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. 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 © 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 & C S − S F B . 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 3 4 " 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 HOUSE PLAN FRONT ELEVATION SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED)4 S3REFERENCE ELEVATIONCONSTRUCTPORTAL FRAME AS SHOWN IN 1/S4 UP P 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 ) 3 S3 RE F E R E N C E P L A N (4 − F T ) (4 − F T ) (4 − F T ) ( 4 − F T ) ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) B R A C E D W A L L L I N E 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 ( 5 − F T ) ( 8 − F T ) (5−FT)(5−FT)(5−FT)(5−FT)(5−FT) (5 − F T ) (5−FT) (4 − F T ) (4−FT)(4−FT)BRACED WALL LINEBRACEDWALL LINE 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 ( 4 − F T ) ( 1 0 − F T ) BRACED WALL LINE (4 − F T ) (4 − F T ) BR A C E D WA L L L I N E 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 CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4 UP P 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 ) 3 S3 RE F E R E N C E P L A N PR O V I D E C O N N E C T I O N S SH O W N F O R B R A C E D W A L L PA N E L S A L O N G I N D I C A T E D PO R T I O N O F W A L L (5−FT)(5−FT)(5−FT)BRACED WALL LINE(5−FT)(5−FT)BRACED WALL LINEPROVIDE CONNECTIONS SHOWN FOR BRACED WALL PANELS ALONG INDICATED PORTION OF WALL PR O V I D E C O N N E C T I O N S SH O W N F O R B R A C E D W A L L PA N E L S A L O N G I N D I C A T E D PO R T I O N O F W A L L CO N S T R U C T SH E A R W A L L A S SH O W N I N 2 / S 4 CO N S T R U C T SH E A R W A L L A S SH O W N I N 2 / S 4 CONSTRUCT SHEARWALL AS SHOWN IN 2/S4 (4 − F T ) (4−FT)(4−FT) (3 − F T ) BR A C E D WA L L L I N E (4 − F T ) (4 − F T ) (4 − F T ) BR A C E D WA L L L I N E 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 − I N D I C A T E S H O L D O W N L O C A T I O N (5 − F T ) (5 − F T ) (5 − F T ) (7 − F T ) (7 − F T ) PR O V I D E C O N N E C T I O N S S H O W N F O R BR A C E D W A L L P A N E L S A L O N G IN D I C A T E D P O R T I O N O F W A L L BR A C E D WA L L L I N E BR A C E D WA L L L I N E (5 − F T ) (5 − F T ) (5 − 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 (3 − F T ) (6 − F T ) (6 − F T ) Date:Sheets:Signed: Date: 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 May 28, 2015Project Number:Date:5.087 S4 2 Sheets: of 2Print Name:Signed: License Number:Ryan Mack 5−28−15 46673 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 6008 Model "D" Elevation Minnesota Construction 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 1’ − 8 1 4 "± 16 ’ − 2 " ± N O T T O E X C E E D 1 2 ’ − 0 " 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 E A C H E N D O F H E A D E R 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 ) (4 ) 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 ) PR O V I D E 2 x 6 I N F I L L W A L L A B O V E H E A D E R A S R E Q ’ D 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 ) FO U N D A T I O N W A L L B E L O W LE N G T H O F C O N T I N U O U S H E A D E R 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 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 . 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 . 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 T H I C K E R PL Y W O O D O R O S B S H E A T H I N G A P P L I E D T O E X T E R I O R SI 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 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 ) 1’− 8 1 4 "± 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 . PROVIDE 1 4 " x 4" CONCRETE SCREWS @ 16" O.C.THRU SILL PLATE INTO FOUNDATION AT THIS WALL PORTION IN ADDI TION TO ANCHOR BOLTSPROVIDE DOUBLE STUDS AT EACH END OF SHEARWALL (MAY USE BEARING/KING STUDS AS REQ’D)HEADER & BEARING/KING STUDS AT SIDES OF OPENINGS BY OTHERS HATCHED AREA INDICATES 7 16 " OR THICKER PLYWOOD/OSB EXTERIOR SHEATHING FASTENED TO STUDS w/8d NAILS @ 4" O.C. AT PANEL EDGES & @ 12" O.C. AT INTERIOR SUPPORTS TALL WALL FRAMING BY OTHERS FASTEN BOTTOM PLATE w/ (3) 16d NAILS EVERY 16" PE R F O R A T E D S H E A R W A L L R A I S E D AB O V E F L O O R S Y S T E M 2 S4 FR A M I N G D E T A I L SI Z E & N U M B E R O F W A L L OP E N I N G S M A Y V A R Y SE E P L A N & E L E V A T I O N SI Z E & N U M B E R O F W A L L OP E N I N G S M A Y V A R Y SE E P L A N & E L E V A T I O N FASTEN FRAMING ABOVE AS SHOWN FOR BRACED WALL PANELS IN F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . USP STAD14RJ HOLDOWN ANCHOR ACROSS FLOOR SYSTEM FASTENED TO DOUBLE STUDS (REFER TO 3/S4 FOR POST−INSTALLED HOLDOWN OPTION)PROVIDE 2x BLOCKING IN FLOOR SYSTEM AS REQ’D 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 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 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 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 BL O C K I N G B E T W E E N J O I S T S A S F O L L O W S :  FLAT 2x4 TOP & BOTTOM OR JOIST MATERIAL OR SAWN BLOCKING  3 4 " PLYWOOD SHEET NA ILED TO 2x4’s w/(8) 8d NAILS TOP & BOTTOM  CIRCULAR HOLE UP TO 8"Ø MAY BE CUT IN T O C E N T E R O F P L Y W O O D NA I L F L O O R S H E A T H I N G T O BL O C K I N G w / 8 d N A I L S @ 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 4 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 SE C T I O N O N L Y A P P L I E S W H E N B R A C E D W A L L PA N E L S A R E L O C A T E D A B O V E F L O O R CA N T I L E V E R . S E E P L A N F OR A P P L I C A B I L I T Y . 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:88,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% 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 Wall Fib e r g l a s s , B a t t s Name of Residential Contractor MN License Number RADON CONTROL SYSTEMTHERMAL ENVELOPE Fo a m O p e n C e l l No n o r N o t A p p l i c a b l e Fib e r g l a s s , B l o w n 1413Lennar Heating Gain 19165 Huxley Avenue Interior R5 + R10 Exterior Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Nat Gas ML193UH090XE36C 0.29 Solar Heat Gain Coefficient (SHGC): Nat Gas Domestic Water Heater Ceiling, flat Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Average U-Factor (excludes skylights and one door) U: 63,147 26,423Residential Load Calculation Heating Loss 82 31,490 Building envelope air tightness: AOSmith Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling Load 0.31 192 Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Combustion Air Select a Type Balanced Ventilation capacity in cfms: High: High: Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Total ventilation (intermittent + continuous) rate in cfms: Capacity continuous ventilation rate in cfms: Location of duct or system: City 1/11/2019 Mailing Address of the Dwelling or Dwelling Unit Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. 50 GPVL-50 Location of duct or system: Rating or Size Efficiency Lennox Elect 13SEER /EER Output in Tons:3 13ACXN-036 Below Entire Slab Rim Joist (2nd Floor+) Rim Joist (1st Floor) Interior New Construction Energy Code Compliance Certificate Heating System MECHANICAL SYSTEMS R-value Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Cooling System Make-up Air Select a Type Perimeter of Slab on Grade Interior Ri g i d , I s o c y n u r a t e Min e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Describe other insulated areas Fo a m , C l o s e d C e l l To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n 000000Builders Associaton of Minnesota version 101014 40,000 X X 40,000 2496 40,000 3000 3000 2496 3000 .83 .83 .17 40,000 40,000 13.33 13.33 .17 2.3 1.8 5108 766 240 375 375 766 NR 200 100 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 11/14/19 X KP