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HomeMy WebLinkAboutPLANS - 16-00238 - 880 Pine Brook Ln - SFR16016 Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 1Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1' °S E C T I O N 1 I. D R A W I N G S A R E P R E L I M I N A R Y A N D N O T F O R C O N S T R U C T I O N U N L E S S ST R U C T U R A L E N G I N E E R ' S S T A M P I S A F F I X E D T O D R A W I N G S . II . A N Y D I S C R E P A N C I E S I N T H E D R A W I N G S , N O T E S A N D S P E CIF I C A T I O N S , SH A L L B E R E P O R T E D T O O W N E R ' S R E P R E S E N T A T I V E F O R C L A RI F I C A T I O N . TH E C O N T R A C T O R S H A L L V E R I F Y A N D C O O R D I N A T E D I M E N S I O NS P R I O R TO P R O C E E D I N G W I T H A N Y W O R K O R F A B R I C A T I O N . II I . T H E C O N T R A C T O R I S R E S P O N S I B L E F O R A L L B R A C I N G A ND S H O R I N G DU R I N G C O N S T R U C T I O N . IV . C O N T R A C T O R T O S U B M I T A R E Q U E S T T O E N G I N E E R / A R C H I TE C T F O R AN Y S U B S T I T U T I O N O F M A T E R I A L S O R P R O D U C T S S P E C I F I E D O N T H E DR A W I N G S . V. S T R U C T U R A L D E S I G N P E R 2 0 1 2 I N T E R N A T I O N A L B U I L D I N G C O D E . VI. A L L C O N S T R U C T I O N T O C O N F O R M T O 2 0 1 2 I B C . VII . T H E F O L L O W I N G N O T E S A P P L Y U N L E S S S H O W N O T H E R W I S E. VII I . T H E S E D R A W I N G S H A V E B E E N P R E P A R E D S O L E L Y F O R T HE U S E I N TH E C O N S T R U C T I O N O F A P R O P O S E D B U I L D I N G T O W H I C H T H ES E NO T E S A R E A T T A C H E D . T H E D R A W I N G S S H A L L N O T B E U S E D IN WH O L E O R I N P A R T , F O R F A B R I C A T I O N O R C O N S T R U C T I O N A T A N Y OT H E R L O C A T I O N W I T H O U T T H E W R I T T E N C O N S E N T O F T H E E NG I N E E R . °S E C T I O N 2 I. R O O F L O A D I N G : PIT C H E D R O O F : LI V E L O A D ( S N O W ) : 3 5 P S F DE A D L O A D : 1 5 P S F TO T A L L O A D 5 0 P S F II . F L O O R L O A D I N G : LI V E L O A D : 4 0 P S F DE A D L O A D : 1 2 P S F TO T A L L O A D : 5 2 P S F II I . W I N D L O A D I N G : 9 0 M P H , E X P O S U R E C IV . S E I S M I C L O A D I N G : S S = 0 . 6 0 0 , S 1 = 0 . 2 0 0 V. D E S I G N S O I L P A R A M E T E R S 15 0 0 P S F B E A R I N G P R E S S U R E A S S U M E D W I T H 4 5 P C F E.F . P . A C T I V E L A T E R A L E A R T H P R E S S U R E IB C T A B L E 1 8 0 4 . 2 C L A S S 4 M A T E R I A L ( S ) °S E C T I O N 3 - C O N C R E T E I. G E N E R A L R E Q U I R E M E N T S ST R U C T U R A L C O N C R E T E F O R F O O T I N G S H A L L H A V E A M I N I M U M 2 8 D A Y CO M P R E S S I V E S T R E N G T H O F 2 , 5 0 0 P S I . C O N C R E T E F O R S L AB S ON G R A D E S H A L L H A V E A M I N I M U M C O M P R E S S I V E S T R E N G T H OF 4,0 0 0 P S I A N D A M A X I M U M W A T E R C E M E N T R A T I O O F 0 . 5 . A L L OT H E R C O N C R E T E S H A L L H A V E A M I N I M U M 2 8 D A Y C O M P R E S S IV E ST R E N G T H O F 3 , 0 0 0 P S I . M I N I M U M C E M E N T C O N T E N T S H A L L B E 5 S A C K S / C U . Y D . M A X I M U M S I Z E A G G R E G A T E S H A L L B E 3 / 4 ", SL U M P N O T T O E X C E E D 4 " . II . C A S T I N P L A C E C O N C R E T E IF S O F T , S P O N G Y O R W E T S O I L S A R E E N C O U N T E R E D C O N S T R UC T I O N I S TO B E S T O P P E D A N D E N G I N E E R C O N T A C T E D I M M E D I A T E L Y . A. C O N C R E T E F O R M W O R K T O B E O F A D E Q U A T E S I Z E A N D S T R EN G T H , PR O P E R L Y B R A C E D T O P R E V E N T S A G G I N G O R B U L G I N G . P R O TE C T AL L C O N C R E T E F R O M F R E E Z I N G T E M P E R A T U R E S . R E F E R T O DR A W I N G FO R D I M E N S I O N S O F C O N C R E T E M E M B E R S A N D S I Z E A N D L O C AT I O N OF A L L R E I N F O R C E M E N T . B. F O O T I N G S NO F O O T I N G S H A L L B E P L A C E D O N D I S T U R B E D S O I L ( I F D I ST U R B E D , CO M P A C T S O I L I N 6 " L I F T S T O 9 0 % O F M A X I M U M D R Y D E N S IT Y P E R AS T M D 1 5 5 7 ) . F O O T I N G S S H A L L B E S T E P P E D D O W N O N E ( 1 ) VE R T I C A L L Y T O O N E A N D O N E H A L F ( 1 - 1 / 2 ) H O R I Z O N T A L L Y . C. F O U N D A T I O N W A L L S RE I N F O R C E P E R D R A W I N G S . D O N O T B A C K F I L L W A L L S U N T I L M A I N FL O O R I S F R A M E D A N D S H E A T H E D A N D C O N C R E T E H A S C U R E D A A M I N I M U M O F 7 D A Y S . U S E H A N D O P E R A T E D C O M P A C T I O N EQ U I P M E N T AD J A C E N T T O N E W L Y P L A C E D C O N C R E T E B A S E M E N T W A L L S . D. C O N C R E T E P A D S A N D T H I C K E N E D S L A B S RE F E R T O D R A W I N G S A S T O S I Z E A N D R E I N F O R C E M E N T . E. C O N C R E T E S L A B S SL A B S O N G R A D E , A S N O T E D O N T H E D R A W I N G S , T O B E A R O N 6 " CO M P A C T E D G R A V E L B A S E . M I N I M U M S L A B R E I N F O R C E M E N T TO B E #3 R E - B A R @ 1 8 " o . c . B O T H W A Y S , P L A C E D 1 " C L E A R F R O M T O P F A C E (U . N . O . O N P L A N S ) . F. F I R E P L A C E F O O T I N G S A N D C M U W A L L S RE F E R T O D R A W I N G S . G. R E I N F O R C E M E N T RE I N F O R C E M E N T S H A L L B E A S T M A 6 1 5 , G R A D E 6 0 F O R # 5 B AR S A N D LA R G E R , G R A D E 4 0 F O R # 3 & # 4 B A R S . A L L R E B A R L A P P E D 3 0 T I M E S DIA M E T E R , R E B A R A T F O O T I N G S T O H A V E 3 " C L E A R C O V E R OF C O N C R E T E (U . N . O . O N D R A W I N G S ) . P R O V I D E C O R N E R B A R S W I T H 1 8 " L E G S A T T H E CO R N E R S O F A L L W A L L S A N D F O O T I N G S , S I Z E A N D P L A C E M E NT T O MA T C H H O R I Z O N T A L R E I N F O R C E M E N T . H. ° A N C H O R B O L T S AN C H O R B O L T S T O B E A S T M A 3 0 7 , 1 / 2 " D I A . x 1 0 " E M B E D DE D I N F O U N D A T I O N W A L L S @ 2 ' - 8 " o . c . ( M A X ) U . N . O . ( S E E F O U N D A T I O N P L A N F O R RE Q U I R E M E N T S A T SH E A R W A L L S ) . B O L T S T O B E W I T H I N 1 ' - 0 " O F E N D S O F S IL L P L A T E S ( C O O R D I N A T E WI T H G E N E R A L C O N T R A C T O R ) . M I N I M U M O F T W O A N C H O R B O L TS P E R S I L L P L A T E . AL L P O S T S S U P P O R T E D B Y I S O L A T E D F O O T I N G S T O HA V E P O S T A N C H O R S U N L E S S B R A C E D I N S T U D W A L L S . RE F E R T O D R A W I N G S F O R H O L D D O W N R E Q U I R E M E N T S . IN S T A L L R E Q U I R E D E M B E D D E D I T E M S P E R MA N U F A C T U R E R ' S C A T A L O G T O E N G A G E H O L D D O W N S . I. C O N S T R U C T I O N A N D C R A C K C O N T R O L J O I N T S AL L S U R F A C E S O F C O N S T R U C T I O N J O I N T S S H A L L B E C L E A N E D T O R E M O V E DU S T , C H I P S A N D O T H E R F O R E I G N M A T E R I A L P R I O R T O P L A CIN G A D J A C E N T CO N C R E T E . C R A C K C O N T R O L J O I N T S I N S L A B S S H A L L H A V E A M A X I M U M SP A C I N G O F 1 5 ' - 0 " I N B O T H D I R E C T I O N S . T H E C O N T R A C T OR S H A L L S U B M I T TH E D E T A I L S A N D P R O P O S E D L O C A T I O N S O F C O N S T R U C T I O N JO I N T S A N D CR A C K C O N T R O L J O I N T S F O R R E V I E W B E F O R E S T A R T I N G C O N ST R U C T I O N . °S E C T I O N 5 - F R A M I N G L U M B E R I. S A W N S T R U C T U R A L L U M B E R A. S A W N L U M B E R S H A L L B E D O U G L A S F I R - L A R C H ( D F - L ) N O . 2 OR BETTER FOR AL L 2 I N C H A N D 4 I N C H N O M I N A L L U M B E R A N D D F - L N O . 1 OR BETTER FOR 6 I N C H N O M I N A L A N D L A R G E R S T R U C T U R A L M E M B E R S ( U . N . O .) B. W O O D B E A R I N G O N O R I N S T A L L E D W I T H I N 1 " O F M A S O N R Y OR CONCRETE SHALL BE P R E S S U R E T R E A T E D W I T H A N A P P R O V E D P R E S E R V A T I V E . PROVIDE MILD ST E E L P L A T E W A S H E R S A T A L L B O L T H E A D S A N D N U T S B E A R ING ON WOOD. C. A L L F R A M I N G D E T A I L S S H A L L B E I N A C C O R D A N C E W I T H C HAPTER 23 OF THE 20 0 6 E D I T I O N , U N L E S S O T H E R W I S E N O T E D O N T H E D R A W I N G S. ALL FRAMING NA I L I N G S H A L L C O N F O R M T O T A B L E 2 3 0 4 . 9 . 1 O F T H E I B C UNLESS OTHERWISE SH O W N . P R O V I D E S T E E L S T R A P S A T P I P E S I N S T U D W A L L S AS REQUIRED BY IB C C H A P T E R 2 3 . P L U M B I N G A N D E L E C T R I C A L R U N S I N S T UD WALLS SHALL CO N F O R M T O C H A P T E R 2 3 . B O L T S S H A L L B E S T A N D A R D M A C HINE BOLTS (A307). AL L N A I L S S H A L L B E C O M M O N W I R E O R G A L V A N I Z E D B O X N A ILS. IF PNEUMATIC NA I L E R S A R E T O B E U S E D , C O N T R A C T O R M U S T S U B M I T A S C HEDULE OF NAILS DE S I R E D A S S U B S T I T U T I O N T O T H E A R C H I T E C T O R E N G I N E E R FOR REVIEW. A C H A N G E I N T H E N U M B E R O F N A I L S O R A C L O S E R N A I L S P ACING MAY BE R E Q U I R E D . D. M E T A L H A N G E R S A N D C O N N E C T O R S S H A L L B E F U L L Y N A I L E D OR BOLTED UN L E S S O T H E R W I S E N O T E D O N T H E D R A W I N G S . M E T A L H A N G ERS OR CONNECTORS SH O W N O N T H E D R A W I N G S S H A L L B E M A N U F A C T U R E D B Y S I M P SON COMPANY. ME T A L H A N G E R S O R C O N N E C T O R S B Y O T H E R M A N U F A C T U R E S M AY BE CO N S I D E R E D W H E R E L O A D C A P A C I T Y A N D D I M E N S I O N S A R E E QUAL OR BETTER. AL L S U B S T I T U T I O N S M U S T B E S U B M I T T E D T O T H E E N G I N E E R FOR REVIEW. E. P R O V I D E S O L I D B L O C K I N G B E L O W A L L B E A R I N G W A L L S . P ROVIDE SOLID VERTICAL BL O C K I N G I N F L O O R S P A C E T O M A T C H S T U D B U N D L E O R S O L ID COLUMN ABOVE AN D B E L O W . V E R T I C A L B L O C K I N G A T W O O D " I " J O I S T S S H A LL BE 1/16" LONGER TH A N J O I S T I S D E E P . M I N I M U M P O S T T O B E T W O 2 x S T U D S BEARING AT EACH EN D O F H E A D E R U . N . O . F O R B E A M S F R A M I N G P E R P E N D I C U L A R TO BEARING WALLS PR O V I D E F U L L W I D T H B E A M P O C K E T W I T H F I L L E R A S R E Q U I RED AND KING STUD BO T H S I D E S . S T I T C H S T U D B U N D L E S T O G E T H E R W I T H 1 6 d COMMON @ 18" o.c. MA X I M U M ( U . N . O . ) W H E R E F L O O R B E A M S A R E F R A M E D F L U S H WITHIN FLOOR AN D T O P F L A N G E H A N G E R S A R E S P E C I F I E D , B E A M S A R E T O BE BLOCKED UP TO J O I S T H E I G H T W I T H F U L L W I D T H D F - L S P A C E R A S R E Q U IRED. II. S T R U C T U R A L G L U E D - L A M I N A T E D T I M B E R AL L G L U E D - L A M I N A T E D T I M B E R S H A L L B E C O M B I N A T I O N 2 4 F -V4 FOR SIM P L Y S U P P O R T E D B E A M S , C O M B I N A T I O N 2 4 F - V 8 F O R B E A M S CONTINUOUS OV E R S U P P O R T S , A N D C O M B I N A T I O N L 2 F O R C O L U M N S ( U . N . O.) FABRICATION TO B E I N A C C O R D A N C E W I T H A I T C 1 1 7 . P R O V I D E W E T - U S E ADHESIVES. MA X I M U M M O I S T U R E C O N T E N T S H A L L B E 1 5 % . P R O V I D E M I L D STEEL PLATE WA S H E R S A T A L L B O L T H E A D S A N D N U T S B E A R I N G O N W O O D . WOOD BE A R I N G O N O R W I T H I N 1 " O F M A S O N R Y O R C O N C R E T E S H A L L BE TREATED WIT H A N A P P R O V E D P R E S E R V A T I V E . S E A L E N D G R A I N O F A LL EXTERIOR, EX P O S E D B E A M S I N C L U D I N G N O N - L O A D B E A R I N G A R C H I T E C T U RAL BEAMS. III . M A N U F A C T U R E D W O O D " I " J O I S T S WO O D " I " J O I S T S A S M A N U F A C T U R E D B Y T H E T R U S J O I S T M acMILLAN CORPORATION SH A L L B E D E S I G N E D A N D C E R T I F I E D B Y M A N U F A C T U R E R T O SUPPORT LO A D I N G S A S S H O W N O N T H E D R A W I N G S . S U B S T I T U T I O N O F PRODUCTS BY OT H E R M A N U F A C T U R E R S R E Q U I R E S A P P R O V A L O F E N G I N E E R O F RECORD. JO I S T S S H A L L B E E R E C T E D , I N S T A L L E D , A N D B R A C E D I N A CCORDANCE WIT H M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . IV . L A M I N A T E D V E N E E R L U M B E R ( L V L ) PR O D U C T S S P E C I F I E D H E R E I N A S M L O R M = L A N D P L S H A L L CONFORM TO TH E P E R F O R M A N C E C R I T E R I A O F L V L A N D P S L P R O D U C T S A S MANUFACTURED BY T R U S S J O I S T M a c M I L L A N A S M I C R O L L A M A N D P A R A L L A M . SUBSTITUTES ARE A C C E P T A B L E P R O V I D E D T H E Y H A V E T H E S A M E S T R U C T U R A L VALUES AS ML AND PL . A N Y S U B S T I T U T I O N S M U S T B E S U B M I T T E D T O T H E E N G I NEER FOR REVIEW. J. V A P O R B A R R I E R VA P O R B A R R I E R T O B E 4 M I L P O L Y E T H Y L E N E S H E E T P L A C E D O N UN D I S T U R B E D S O I L . V A P O R B A R R I E R U N D E R S L A B O N G R A D E , I F RE Q U I R E D , P L A C E D O N C O M P A C T E D G R A V E L W I T H 1 " O F DA M P S A N D B E T W E E N P O L Y E T H Y L E N E V A P O R B A R R I E R A N D C O NC R E T E . K. E M B E D D E D I T E M S F O R H D T Y P E H O L D D O W N S T O B E A S T M A 30 7 HE X H E A D E D B O L T I N T H E D I A M E T E R A S S P E C I F I E D B Y T H E M A N U F A C T U R E R FO R T H E H D . A L L B O L T S T O H A V E 3 " M I N . C O N C R E T E S I D E C O V E R . EM B E D D M E N T D E P T H S A R E 1 5 " F O R B O L T S U P T O A N D I N C L U DIN G 1 " D I A . , 24 " D E P T H F O R B O L T S O V E R 1 " . T Y P I C A L R E I N F O R C E M E N T TO P A S S UN I N T E R R U P T E D A L O N G S I D E H O L D D O W N A S A P P L I C A B L E . C O UP L E R N U T S MA Y B E U S E D T O E X T E N D T H E H O L D D O W N A N C H O R T H R O U G H T HE F L O O R PL A T E T O T H E S H E A R W A L L C H O R D . III . ° E P O X Y A N C H O R S EP O X Y G R O U T E D A N C H O R S , I F U S E D , S H A L L C O N F O R M T O H I LT I H I T OR H I L T I H V A E P O X Y S Y S T E M O R E N G I N E E R A P P R O V E D E Q U I VA L E N T . IN S T A L L P E R M A N U F A C T U R E R ' S I N S T R U C T I O N S . W I R E B R U S H A N D BL O W O U T H O L E S . °S E C T I O N 4 - R E I N F O R C E D C O N C R E T E M A S O N R Y U N I T S ( C M U ) I. G E N E R A L R E Q U I R E M E N T S A. H O L L O W C O N C R E T E M A S O N R Y U N I T S S H A L L C O N F O R M T O A S TM C 9 0 , GR A D E N W I T H A M I N I M U M C O M P R E S S I V E S T R E N G T H O F 1 9 0 0 P S I (M A S O N R Y F ' M = 1 5 0 0 P S I ) . U S E T Y P E M M O R T A R W I T H A M IN I M U M 2 8 DA Y C O M P R E S S I V E S T R E N G T H O F 2 5 0 0 P S I . G R O U T S H A L L BE A PE A G R A V E L C O N C R E T E W I T H A 2 8 D A Y C O M P R E S S I V E S T R E N GT H O F 20 0 0 P S I A N D A M I N I M U M S L U M P O F 6 I N C H E S . B. I N S T A L L C M U O F S I Z E A N D A R C H I T E C T U R A L T Y P E S P E C I F IE D . RE I N F O R C E P E R D R A W I N G S . S O L I D G R O U T A L L C E L L S B E L O W G R A D E , AL L R E I N F O R C E D C E L L S , A N D A S S P E C I F I E D I N D R A W I N G S . A L L 8 " C M U AT F I R E P L A C E S T O B E S O L I D G R O U T E D . M A X I M U M H E I G H T FO R G R O U T LI F T S T O B E 4 ' - 0 " U N L E S S C L E A N O U T S A R E U S E D . C. M A S O N R Y W A L L S T O B E L A I D I N R U N N I N G B O N D . R E I N F O R CE T H E W A L L S HO R I Z O N T A L L Y W I T H ( 2 ) # 4 B A R I N A N 8 " H I G H B O N D B E A M A T E A C H FL O O R A N D R O O F L E V E L , A T T H E T O P A N D B O T T O M O F W A L L S, A N D @ 4 ' - 0 " o . c . ( M A X ) B E T W E E N . R E I N F O R C E T H E W A L L S V E RT I C A L L Y WIT H ( 1 ) # 5 @ 4 ' - 0 " o . c . ( M A X ) F O R F U L L H E I G H T O F T HE W A L L , PL U S O N E # 5 V E R T I C A L A T E A C H J A M B , C O R N E R A N D D I S C O NT I N U O U S EN D ( U . N . O . O N D R A W I N G S ) . L A P R E I N F O R C E M E N T 4 0 B A R DIA M E T E R S A T SP L I C E S . R E F E R T O D R A W I N G S F O R L I N T E L D E T A I L S A T F I RE P L A C E S . D. P R O V I D E D O W E L S W I T H S T A N D A R D H O O K S B E T W E E N F O U N D A TIO N S A N D AL L C M U , D O W E L S D R I L L E D A F T E R T H E F A C T A R E N O T A C C E PT A B L E UN L E S S A P P R O V E D B Y T H E E N G I N E E R . S I Z E A N D S P A C I N G OF D O W E L S TO M A T C H V E R T I C A L R E I N F O R C E M E N T O F C M U . D O W E L S T O PR O J E C T A M I N I M U M O F 2 ' - 0 " I N T O C M U A N D 1 7 B A R D I A M E T E R S I N TO F O U N D A T I O N (U . N . O . ) II. V E N E E R A N C H O R A G E PR O V I D E V E N E E R A N C H O R A G E P E R I B C 3 0 0 6 ( D ) 1 . A N C H O R TIE S T O B E NO T L E S S T H A N 9 G A . G A L V A N I Z E D W I R E O R 2 2 G A . B Y 1 " G A L V A N I Z E D SH E E T M E T A L . A N C H O R T I E S S H A L L B E S P A C E D N O T M O R E TH A N 2 4 " o . c . AN D S U P P O R T N O M O R E T H A N 2 S Q . F E E T O F V E N E E R . T I E S S H A L L B E PR O V I D E D T O H O R I Z O N T A L J O I N T R E I N F O R C E M E N T W I R E O F 9 G A . O R EQ U I V A L E N T . J O I N T R E I N F O R C E M E N T T O B E C O N T I N U O U S W IT H B U T T SP L I C E S B E T W E E N T I E S . V. WOOD SHEATHING A. ALL WOOD SHEATHING SHALL BE APA RATED EXPOSURE 1 PLYWOOD OR OSB WITH THICKNESS, VENEER GRADES AND SPAN RATING AS NO TED HEREIN OR ON DRAWINGS,ROOF SHEATHING 5/8" WITH MINIMUM (40/20) SPAN RATING.FLOOR SHEATHING 3/4" T&G APA SPAN RATED TO 24".EXTERIOR WALL AND SHEAR WALL SHEATHING 7/16" WITH MINIMUM (24/0) SPAN RATING.B. ROOF AND FLOOR SHEATHING TO BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0" INSTALL ROOF SHEATHING WITH _" SPACE AT ALL PANEL EDGES. NAIL ROOF SHEATHI NG WITH 8d @ 6" o.c.AT SUPPORTED PANEL AND 12" o.c. AT INTERMEDIATE FRA MING, FLOOR SHEATHING WITH 10d @ 6" o.c. AT SUPPORTED PANEL EDGES AND 10 " o.c. FIELD, U.N.O. HOLES ARE NOT PERMITTED IN DIAPHRAGMS UNLESS REVIEWED BY ENGINEER.C. N A I L E X T E R I O R W A L L S H E A T H I N G W I T H 8 d @ 6 " o . c . E D GES AND 12" o.c. FIELD, U.N.O.IN SHEARWALL SCHEDULE. OFFSET VERTICAL JOINTS 4'-0" INSTALL WITH _"GAP AT BUTT ENDS.VI. W O O D S H E A R W A L L S A. W H E R E P L Y W O O D P A N E L S A R E A P P L I E D T O B O T H S I D E S O F SHEARWALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING MEMBERS SHALL BE 3" (NOMINAL) WIDE AND NAILS ON EAC H SIDE SHALL BE STAGGERED.B. A L L O W A B L E S H E A R V A L U E S I N S H E A R W A L L T A B L E A R E F O R DOUGLAS FIR FRAMING MEMBERS (GROUP II). NO SUBSTITUTION OF LESSER GROUP S WILL BE ALLOWED.FASTENERS EXPOSED TO WEATHER SHALL BE ZINC COATED B Y HOT DIP GALVANIZING,MECHANICALLY DEPOSITED, OR ELECTRO-DEPOSITED.VII. P R E - M A N U F A C T U R E D W O O D T R U S S E S WOOD TRUSSES SHALL BE FACTORY ASSEMBLED USING STRES S RATED MATERIALS DESIGNED TO SUPPORT LOADING SHOWN ON DRAWINGS. INS TALL AND BRACE PER MANUFACTURER. MANUFACTURER IS RESPONSIBLE FOR REVI EWING ALL CONNECTIONS AND FRAMING IN TRUSSED ROOF SYSTEMS ABOVE PLATE HEI GHT FOR COMPLETENESS AND COMPATIBILITY WITH TRUSS DESIGNS. THIS INCLUDE S ALL EAVE OVERHANGS AND OVER-FRAMES. SHOP DRAWINGS, DETAILS AND DESIGN CALC ULATIONS OF TRUSSED ROOF SYSTEM MUST BE STAMPED BY A LICENSED CIVIL ENG INEER AND SUBMITTED TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION.°SECTION 6 - STRUCTURAL STEEL AND MISCELLANEOUS MET ALS STEEL SHALL CONFORM TO ASTM A992 UNLESS OTHERWISE N OTED. SQUARE OR RECTANGULAR STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B (FY=46KSI). ALL WORK SHALL BE IN ACCORDANCE WITH TH E CURRENT EDITION OF AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". SHOP DRAWINGS SHALL BE SUBMIT TED FOR THE OWNER'S REPRESENTATIVES REVIEW BEFORE COMMENCING FABRICATIO N. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDIN G SHALL BE DONE BY STRUCTURAL WELDING CODE, AWS D1.1. ALL FIELD WELDIN G TO BE ACCOMPLISHED BY AWS CERTIFIED WELDERS. ALL STEEL ANCHORS, TIES AND OTHER MEMBERS TO BE EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAI NTED. ALL MACHINE BOLTS SHALL BE ASTM A307 U.N.O. AND SHALL BE PROVID ED WITH LOCK WASHERS UNDER NUTS OR SELF LOCKING NUTS. ALL NUTS, BOLTS, W ASHERS AND MISC. STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED.°SECTION 7 - JOB SAFETY THE ENGINEER HAS NOT BEEN RETAINED NOR COMPENSATED TO PROVIDE DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUE NCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKIN G OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SU PERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTR ACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK , OR OCCUPANCY BY ANY PERSON.Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sf PA G E 1 C O V E R P A G E PA G E 2 M A I N F L O O R P L A N PA G E 3 F O U N D A T I O N / B A S E M E N T P L A N PA G E 4 E L E V A T I O N S PA G E 5 E L E V A T I O N S PA G E 6 S E C T I O N S & D E T A I L S PA G E 7 L E G E N D A N D N A I L I N G S C H E D U L E PA G E 8 F R A M I N G P L A N S Structural Notes co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 3 0 2 0 L S 3 0 2 0 L S 40 7 0 26 6 8 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS 2868 40 5 0 L S 30 6 8 16080 2 4 6 8 2 4 6 8 40 4 0 F X 1540SH 1540SH 6 0 6 8 2 4 6 8 40 6 8 26 6 8 16 6 8 2668 2 4 6 8 40 6 8 28682468 2868 70 8 0 908030684030LS2468 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS 2868 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS 2 4 6 8 2 4 6 8 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS DW 2 4 6 8 2 4 6 8 2468 2868 2868 28682868 2468 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS 2468 2868 R E F . 2468 2 4 6 8 2 4 6 8 3 0 2 0 L S 3 0 2 0 L S 20 5 0 S H 50 5 0 L S 20 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 60 6 8 3030LS 2030LS 3 0 2 0 L S 3 0 2 0 L S UP SH E A R W A L L S C H E D U L E SP A C I N G FI E L D N A I L SP A C I N G ED G E N A I L TY P E 6" 1 2 " 12 " 4" 12 " 3" 12 " 2" NO T E S : 1) S H E E T I N G N A I L S A R E T O B E 8 d C O M M O N N A I L S 2) A L L P A N E L E D G E S A R E T O H A V E B L O C K I N G W I T H E D G E N A I L I N G 3) T Y P E C A N D D W A L L S A R E T O H A V E 3 " N O M I N A L F R A M I N G A T A L L P A N E L E D G E S . 4) U N L E S S N O T E D O T H E R W I S E S H E E T A L L E X T E R I O R W A L L S A S T Y P E " A " W A L L S 5) S T A P L E S S H A L L B E 1 6 G A G E A N D H A V E A M I N I M U M C R O W N W I D T H O F 7 / 1 6 " A N D S H A L L B E I N S T A L L E D W I T H T H E I R C R O W N P A R A L L E L T O T H E L O N G D I M E N S I O N O F T H E F R A M I N G M E M B E R S . 6) S T A P L E S S H A L L H A V E 1 " M I N I M U M P E N E T R A T I O N I N F R A M I N G A B C D SP A C I N G FI E L D S T A P L E SP A C I N G ED G E S T A P L E 3" 1 2 " 12 " 2" NO T PE R M I T T E D NO T PE R M I T T E D NO T PE R M I T T E D NO T PE R M I T T E D 8'- 5 " x 5 ' - 1 0 " 35'-2" x 26'-8" 10 ' - 2 " x 3 ' - 3 " 18 1 1 s q f t 3'- 4 " 6'- 8 " 6' - 0 " 4' - 1 0 " 3'-11"8'-9"1'-4" 1 0 ' - 0 " 2 ' - 0 " 2'- 9 " 2'- 9 " 76 ' - 0 " 12'-0"7'-8" 33 ' - 9 " 13 ' - 6 " 9'- 1 " 4'-6"3'-2"5'-3" 9'- 1 " 7'- 6 " 3'- 6 " 3'- 6 " 4'- 1 1 " 2'- 7 " 4' - 0 " 4' - 0 " 2'- 1 1 " 3 6 ' - 0 " 8 ' - 0 " 5 ' - 1 0 " 9 ' - 2 " 5 ' - 4 " 2 ' - 4 " 1 3 ' - 4 " 4 ' - 0 " 5 ' - 2 " 2 ' - 6 " 2 ' - 1 0 " 5 ' - 6 " 2 ' - 6 " 2 ' - 0 " 2 ' - 0 " 44'-0"2'-0"28'-0"14'-0"14'-0"11'-0"3'-0" 76 ' - 0 " 11 ' - 0 " 8'- 6 " 1'- 6 " 6' - 0 " 1'- 6 " 0'- 6 " 2' - 0 " 5'- 6 " 2'- 0 " 1'- 6 " 23'-0"13'-0" 3'- 6 " 16'-0"3'-6"2'-0"9'-0"2'-0" 5'- 6 " 5'- 6 " 5'- 0 " 3'- 6 " 1' - 6 " 3'- 0 " 3'- 0 " 1'- 6 " 4'-0" 3 ' - 6 " 5 ' - 0 " 3 ' - 6 " 3'-0"4'-6" 4 ' - 2 1 / 2 " 14 ' - 0 " 22'-0" 3 ' - 8 " 1 6 ' - 1 0 " 3 ' - 8 " 2 ' - 4 " 1 1 ' - 2 " PO R C H GARAGE OP E N B E L O W DE S K RA I S E C L O S E T F L O O R FO R H E A D R O O M 3/ 1 2 V A U L T FOLDING TABLE 3/ 1 2 V A U L T 3/1 2 V A U L T TR A Y C E I L I N G BENCH LI V I N G A R E A 3/ 1 2 V A U L T D. 0 1 H1 H1 H1 H1 H1 = S I M P S O N S T H D 1 0 O R S T H D 1 0 R J @ R I M J O I S T H1 H1 H1 H1 C C H1H1 A A LIVING AREA 1862 sf Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 2Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1'Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sf MA I N F L O O R P L A N MAIN FLOOR PLAN co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 WH UP 28 6 8 26 6 8 24 6 8 60 6 8 4 0 4 0 L S 4 0 4 0 L S 40 4 0 L S 2 1 0 6 8 2 1 0 6 8 2 4 6 8 2 4 6 8 24 6 8 26 6 8 30 6 8 28 6 8 S S S S S S 26 6 8 24 6 8 60 6 8 2 4 6 8 WH UP 34 ' - 8 " x 2 6 ' - 8 " 18 0 5 s q f t 15 ' - 3 " 1'- 8 " 5'- 8 " 1' - 8 " 2 ' - 2 " 4 ' - 2 " 7' - 9 " 2'- 4 " 3'- 1 1 " 5'- 4 " 21 ' - 4 " 1 6 ' - 8 1 / 4 " 3 ' - 8 " 1 3 ' - 1 1 3 / 4 " 1 7 ' - 5 1 / 2 " 5 ' - 4 " 1 0 ' - 1 0 " 76 ' - 0 " 12'-0" 21 ' - 4 " 23 ' - 4 " 5'- 4 " 14 ' - 0 " 17 ' - 8 " 4'- 0 " 1'- 8 " 1 0 ' - 0 " 4 ' - 2 " 3 4 ' - 4 " 1 6 ' - 1 0 " 3 ' - 8 " 1 3 ' - 1 0 " 4 ' - 4 " 4 ' - 0 " 5 ' - 6 " 6 ' - 1 0 " 4 ' - 0 " 6 ' - 0 " 4 ' - 2 " 44'-4"2'-4"28'-0"14'-0" 76 ' - 0 " 14 ' - 0 " 5'- 6 " 9'- 0 " 11 ' - 6 " 23 ' - 0 " 13'-0" 24 ' - 0 " 3'-0"4'-0" 6'- 0 " 6'- 0 " 8'-0" LI V I N G A R E A GA R A G E STAGE AREA F1 D. 0 1 D. 0 2 F1 = 1 ' - 6 " X 8 " C O N T I N U O U S F O O T I N G W I T H ( 2 ) # 4 B A R S F2 = 1 ' - 4 " X 8 " C O N T I N U O U S F O O T I N G W I T H ( 2 ) # 4 B A R S F3 = 2 ' - 6 " X 2 ' - 6 " X 8 " F O O T I N G W I T H ( 3 ) # 4 B A R S E A C H D IR E C T I O N F4 = 2 ' - 0 " X 2 ' - 0 " X 8 " F O O T I N G W I T H ( 3 ) # 4 B A R S E A C H D IR E C T I O N W I T H 1 0 " D I A . P I E R E X T E N D E D T O 6 " M I N . A B O V E F I N A L G R A D E D. 0 2 F2 F1 F2 F1 F1 F1 F1 F1 F1 F1 F4 F1 F4 F4 F1 H1 H1 H1 H1 H1 = S I M P S O N S T H D 1 0 O R S T H D 1 0 R J @ R I M J O I S T H1 H1 H1 H1 H1H1 Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 3Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1' Ba s e m e n t F i n i s h A r e a Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sf FO U N D A T I O N P L A N FOUNDATION/BASEMENT PLAN co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 8 12 8 12 8 12 812812 8 12 8 12 8 ' - 1 1 / 8 " 8 12 8 12 8 12 8 12 Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 4Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1'Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sf FR O N T E L E V A T I O N RI G H T E L E V A T I O N ELEVATIONS co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 8 12 8 12 812 Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations. 8 12 8 12 SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 5Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1'Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sf BA C K E L E V A T I O N LE F T E L E V A T I O N ELEVATIONS co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 2x 4 S T U D S 2x 4 S T U D S D. 0 7 OP T I O N A L 2 X 4 S T A G G E R E D S T U D S NO T T O S C A L E UP T O 9 ' - 6 " T A L L W A L L 2X 6 B O T T O M PL A T E & DO U B L E 2 X 6 TO P P L A T E 2X 6 B O T T O M PL A T E & DO U B L E 2 X 6 TO P P L A T E UP T O 1 0 ' - 4 " T A L L W A L L EX T E R I O R W A L L A N D SH E A R W A L L S H E A T H I N G MU S T B E 7 / 1 6 " W I T H MI N I M U M ( 2 4 / 1 6 ) S P A N RA T I N G T O U S E T H I S D E T A I L 1 2 . 0 " 1 2 . 0 " 1 2 . 0 " 1 2 . 0 " 2 4 . 0 " 2 4 . 0 " 9.6"9.6"9.6"9.6"19.2"19.2" D.0 6 1/2 " S H E E T R O C K DO U B L E 2 X 6 TO P P L A T E S 2X 6 S T U D S @ 1 6 " O . C . O R OP T I O N D . 0 7 1/2 " S H E E T R O C K FU L L W A L L B L O W N IN S U L A T I O N R - 2 2 2X 6 B O T T O M P L A T E S 3/ 4 " T & G F O O R SH E E T I N G 7/ 1 6 " S H E E T I N G N A I L ED G E S W I T H 8 d N A I L S @ 6 " O . C . A N D F I E L D NA I L @ 1 2 " O . C . U N L E S S NO T E D O T H E R W I S E RI M B O A R D 11 - 7 / 8 " F L O O R J O I S T WA L L S E C T I O N RE I N F O R C E M E N T S E E FO U N D A T I O N P L A N 4" G R A V E L 4" C O N C R E T E S L A B FO O T I N G S E E S C H E D U L E 10 " L O N G 1 / 2 " Ø A 3 0 7 "J " B O L T @ 3 2 " O . C . EM B E D D E D 7 " M I N . FU L L W A L L B L O W N IN S U L A T I O N R - 1 1 2X 4 T R E A T E D BO T T O M P L A T E 2X 4 S T U D S @ 1 6 " O . C . 2X 4 T O P P L A T E 2X 4 T R E A T E D SE A L P L A T E SIL L S E A L 8" C O N C R E T E F O U N D A T I O N WA L L W I T H H O R I Z O N T A L # 4 BA R S S P A C E D P E R S C H E D U L E FI R S T B A R A T 4 " F R O M T O P A N D BO T T O M P L A C E V E R T I C A L B A R S PE R S C H E D U L E #4 " J " B A R S M A T C H W A L L S P A C I N G EX T E N D I N T O F O U N D A T I O N WA L L 1 2 " M I N . ( 6 " M I N . H O O K ) 7/1 6 " O S B R O O F S H E E T I N G N A I L ED G E S @ 6 " O . C . A N D F I E L D N A I L @ 12 " O . C . U N L E S S N O T E D O T H E R W I S E PR E - E N G I N E E R E D R O O F T R U S S E S NU T W I T H 3 / 1 6 " X 3 " X 3 " PL A T E W A S H E R & ST A N D A R D W A S H E R NO T T O S C A L E BL O W N I N S U L A T I O N R - 5 0 SI M P S O N H 1 @ EA C H T R U S S D. 0 1 H V E R T I C A L H O R I Z O N T A L W I D T H H E I G H T # 4 B A R S 8'- 0 " 2 4 " O . C . 2 4 " O . C . 1 ' - 6 " 8 " 2 9'- 0 " 1 8 " O . C . 1 8 " O . C . 2 ' - 0 " 1 1 " 3 10 ' - 0 " 1 6 " O . C . 1 8 " O . C . 2 ' - 6 " 1 2 " 4 11 ' - 0 " 1 0 " O . C . 1 8 " O . C . 3 ' - 0 " 1 2 " 4 12 ' - 0 " 8 " O . C . 1 8 " O . C . 4 ' - 0 " 1 2 " 6 FO U N D A T I O N W A L L F O O T I N G 2X T R E A T E D BO T T O M P L A T E FO O T I N G S E E FO U N D A T I O N P L A N 1/ 2 " Ø S I M P S O N T I T E N H D BO L T S E M B E D E D 3 " M I N @ 6'- 0 " M A X . O . C . S P A C I N G D. 0 2 IN T E R I O R F O O T I N G D E T A I L NO T T O S C A L E 7 3 1 5 8' W A L L W I N D O W O P E N I N G D. 0 4 4 3 1 = D O U B L E 2 X 6 T O P P L A T E S 2 = H E A D E R P E R F R A M I N G P L A N 3 = 2 X 6 C R I P P L E S E E F R A M I N G P L A N 4 = 2 X 6 K I N G S T U D 5 = 2 X 6 6 = 2 X 6 @ 1 6 " O . C . 7 = 2 X 6 B O T T O M P L A T E 8 = ( 9 2 - 5 / 8 " ) 2 X 6 S T U D S @ 1 6 " O . C . 9 = E X T E R I O R S H E E T I N G 2 4 5 8 6 A A A A 1 9 52 9 2 5 1 9 2 5 1 DO U B L E 2 X TO P P L A T E S RO O F J O I S T @ 2 4 " O . C . BO U N D A R Y NA I L I N G BL O C K I N G FL O O R S H E E T I N G 16 d N A I L S @ 6 " O . C . AL T E R N A T E S I D E S BE A R I N G W A L L D E T A I L D.0 5 NO T T O S C A L E D.0 6 TR U S S T O W A L L C O N N E C T I O N NO T T O S C A L E DO U B L E 2 X 6 TO P P L A T E S 2X B L O C K I N G T O W I T H I N 2" O F R O O F S H E E T I N G BO U N D A R Y N A I L I N G 7/1 6 " O S B R O O F S H E E T I N G N A I L ED G E S @ 6 " O . C . A N D F I E L D N A I L @ 12 " O . C . U N L E S S N O T E D O T H E R W I S E PR E - E N G I N E E R E D R O O F TR U S S E S SIM P S O N H 1 @ EA C H T R U S S 2X F A S C I A B O A R D PR O V I D E W E A T H E R R E S I S T I V E BA R R I E R O V E R S H E E T I N G GA R A G E F O U N D A T I O N D E T A I L D. 0 3 (2 ) C O N T I N U E S # 4 B A R S NO T T O S C A L E 1'- 6 " X 1 0 " C O N C R E T E FO O T I N G 4" C O N C R E T E S L A B #4 " J " B A R S @ 2 ' O . C . E X T E N D I N T O F O U N D A T I O N WA L L 1 2 " M I N . ( 6 " M I N . H O O K ) 6" C O N C R E T E F O U N D A T I O N WA L L W I T H H O R I Z O N T A L #4 B A R S @ 2 4 " O . C . F I R S T BA R A T 4 " F R O M T O P A N D BO T T O M P L A C E V E R T I C A L BA R S A T 2 4 " O . C . 4" G R A V E L 10 " L O N G 1 / 2 " Ø A 3 0 7 "J " B O L T @ 3 2 " O . C . EM B E D D E D 7 " M I N . 2X T R E A T E D S E A L PL A T E SIL L S E A L NU T W I T H 3 / 1 6 " X 3 " X 3 " PL A T E W A S H E R & ST A N D A R D W A S H E R H E I G H T 4 ' - 0 " Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 6Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1'Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sfSECTIONS & DETAILS co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 WH RE F . DWW? ? WI N D O W O P E N I N G DO O R O P E N I N G DO U B L E S W I N G DO O R O P E N I N G RE F R I G E R A T O R LA U N D R Y W A S H E R & DR Y E R DIS H W A S H E R WA L L O V E N CO O K R A N G E W I T H OV E N DO U B L E K I T C H E N SIN K SIN G L E U T I L I T Y S I N K BA T H R O O M S I N K TO I L E T BA T H T U B W I T H SH O W E R LA R G E S O A K E R T U B SH O W E R WA T E R H E A T E R PE D E S T A L S I N K FO R C E D A I R FU R N A C E IN S E R T F I R E P L A C E WO O D S T O V E D? ? D? ? i. C o r r o s i o n - r e s i s t a n t s t a p l e s w i t h n o m i n a l 7 /16 -inch crown or 1-inch crown and 1 1 /4 -inch length for 1 /2 -inch sheathing and 1-inch le n g t h f o r 25 /32 -in c h s h e a t h i n g . P a n e l s u p p o r t s a t 1 6 i n c h e s ( 2 0 i n ches if strength axis in the long direction of the panel, unless ot h e r w i s e m a r k e d ) . j. C a s i n g ( 1 1 /2 ″ × 0 . 0 8 0 ″ ) o r f i n i s h ( 1 1 /2 ″ × 0 . 0 7 2 ″ ) n a i l s s p a c e d 6 i n c h e s o n p a n e l e d g e s , 1 2 inches at intermediate supports. k. P a n e l s u p p o r t s a t 2 4 i n c h e s . C a s i n g o r f i n i s h n a i ls spaced 6 inches on panel edges, 12 inches at int ermediate supports. l. F o r r o o f s h e a t h i n g a p p l i c a t i o n s , 8 d n a i l s ( 2 1 /2 ″ × 0 . 1 1 3 ″ ) a r e t h e m i n i m u m r e q u i r e d f o r w o o d s t r u c t u ral panels. m. S t a p l e s s h a l l h a v e a m i n i m u m c r o w n w i d t h o f 7 /16 inch. n. F o r r o o f s h e a t h i n g a p p l i c a t i o n s , f a s t e n e r s s p a c e d 4 inches on center at edges, 8 inches at intermedi ate supports. o. F a s t e n e r s s p a c e d 4 i n c h e s o n c e n t e r a t e d g e s , 8 i nches at intermediate supports for subfloor and wal l sheathing and 3 inches on c e n t e r a t e d g e s , 6 i n c h e s a t i n t e r m e d i a t e s u p p o r ts for roof sheathing. p. F a s t e n e r s s p a c e d 4 i n c h e s o n c e n t e r a t e d g e s , 8 i nches at intermediate supports. a. C o m m o n o r b o x n a i l s a r e p e r m i t t e d t o b e u s e d e x c e pt w h e r e o t h e r w i s e s t a t e d . b. N a i l s s p a c e d a t 6 i n c h e s o n c e n t e r a t e d g e s , 1 2 i nc h e s a t i n t e r m e d i a t e s u p p o r t s e x c e p t 6 i n c h e s a t s up p o r t s w h e r e s p a n s a r e 48 i n c h e s o r m o r e . F o r n a i l i n g o f w o o d s t r u c t u r a l p an e l a n d p a r t i c l e b o a r d d i a p h r a g m s a n d s h e a r w a l l s , re f e r t o S e c t i o n 2 3 0 5 . Na i l s f o r w a l l s h e a t h i n g a r e p e r m i t t e d t o b e c o m m o n , b o x o r c a s i n g . c. C o m m o n o r d e f o r m e d s h a n k ( 6 d - 2 ″ × 0 . 1 1 3 ″ ; 8 d - 2 1 /2 ″ × 0 . 1 3 1 ″ ; 1 0 d - 3 ″ × 0 . 1 4 8 ″ ) . d. C o m m o n ( 6 d - 2 ″ × 0 . 1 1 3 ″ ; 8 d - 2 1 /2 ″ × 0 . 1 3 1 ″ ; 1 0 d - 3 ″ × 0 . 1 4 8 ″ ) . e. D e f o r m e d s h a n k ( 6 d - 2 ″ × 0 . 1 1 3 ″ ; 8 d - 2 1 /2 ″ × 0 . 1 3 1 ″ ; 1 0 d - 3 ″ × 0 . 1 4 8 ″ ) . f. C o r r o s i o n - r e s i s t a n t s i d i n g ( 6 d - 1 7 /8 ″ × 0 . 1 0 6 ″ ; 8 d - 2 3 /8 ″ × 0 . 1 2 8 ″ ) o r c a s i n g ( 6 d - 2 ″ × 0 . 0 9 9 ″ ; 8 d - 2 1 /2 ″ × 0 . 1 1 3 ″ ) n a i l . g. F a s t e n e r s s p a c e d 3 i n c h e s o n c e n t e r a t e x t e r i o r e dg e s a n d 6 i n c h e s o n c e n t e r a t i n t e r m e d i a t e s u p p o r t s, w h e n u s e d a s st r u c t u r a l s h e a t h i n g . S p a c i n g s h a l l b e 6 i n c h e s o n ce n t e r o n t h e e d g e s a n d 1 2 i n c h e s o n c e n t e r a t i n t e rm e d i a t e s u p p o r t s f o r no n s t r u c t u r a l a p p l i c a t i o n s . h. C o r r o s i o n - r e s i s t a n t r o o f i n g n a i l s w i t h 7 /16 -in c h - d i a m e t e r h e a d a n d 1 1 /2 -in c h l e n g t h f o r 1 /2 -in c h s h e a t h i n g a n d 1 3 / 4 -in c h l e n g t h f o r 25 /32 -in c h s h e a t h i n g . FA S T E N I N G S C H E D U L E CO N N E C T I O N F A S T E N I N G a, m LO C A T I O N CO N N E C T I O N F A S T E N I N G a, m LOCATION 1. J o i s t t o s i l l o r g i r d e r 3 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l 20 . 1 ″ d i a g o n a l b r a c e t o e a c h s t u d a n d p l a t e 2 - 8 d c o mmon (2 1 /2 ″ × 0.131″) face nail 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 2 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3 - 3 ″ 1 4 g a g e s t a p l e s 3 - 3 ″ 1 4 g a g e s t a p l e s 2. B r i d g i n g t o j o i s t 2 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l e a c h e n d 2 1 . 1 ″ × 8 ″ s h e a t h i n g t o e a c h b e a r i n g 3 - 8 d c o m m o n ( 2 1 /2 ″ × 0.131″) face nail 2 - 3 ″ × 0 . 1 3 1 ″ n a i l s 22 . W i d e r t h a n 1 ″ × 8 ″ s h e a t h i n g t o e a c h b e a r i n g 3 - 8 d common (2 1 /2 ″ × 0 . 1 3 1 ″ ) f a c e n a i l 2 - 3 ″ 1 4 g a g e s t a p l e s 23 . B u i l t - u p c o r n e r s t u d s 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) 2 4 ″ o . c . 3. 1 ″ × 6 ″ s u b f l o o r o r l e s s t o e a c h j o i s t 2 - 8 d c o m m o n (2 1 /2 ″ × 0 . 1 3 1 ″ ) f a c e n a i l 3″ × 0 . 1 3 1 ″ n a i l s 1 6 ″ o . c . 4. W i d e r t h a n 1 ″ × 6 ″ s u b f l o o r t o e a c h j o i s t 3 - 8 d c o m m on ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) f a c e n a i l 3″ 1 4 g a g e s t a p l e s 1 6 ″ o . c . 5. 2 ″ s u b f l o o r t o j o i s t o r g i r d e r 2 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) b l i n d a n d f a c e n a i l 2 4 . B u i l t - u p g i r d e r a n d b e a m s 2 0 d c o m m o n ( 4 ″ × 0 . 1 9 2 ″ ) 3 2 ″ o . c . f a c e n a i l a t t o p and bottom staggered on opposite sides 6. S o l e p l a t e t o j o i s t o r b l o c k i n g 1 6 d ( 3 1 /2 ″ × 0 . 1 3 5 ″ ) a t 1 6 ″ o . c . t y p i c a l f a c e n a i l 3″ × 0 . 1 3 1 ″ n a i l a t 2 4 ″ o . c . 3″ × 0 . 1 3 1 ″ n a i l s a t 8 ″ o . c . 3″ 1 4 g a g e s t a p l e a t 2 4 ″ o . c . 3″ 1 4 g a g e s t a p l e s a t 1 2 ″ o . c . 2 - 2 0 d c o m m o n ( 4 ″ × 0 . 1 9 2 ″ ) f a c e n a i l a t e n d s a n d a t e ach splice 3- 1 6 d ( 3 1 /2 ″ × 0 . 1 3 5 ″ ) a t 1 6 ″ o . c . b r a c e d w a l l p a n e l s 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s So l e p l a t e t o j o i s t o r b l o c k i n g a t b r a c e d 4 - 3 ″ × 0 . 1 3 1″ n a i l s a t 1 6 ″ o . c . 3 - 3 ″ 1 4 g a g e s t a p l e s wa l l p a n e l 4 - 3 ″ 1 4 g a g e s t a p l e s a t 1 6 ″ o . c . 25 . 2 ″ p l a n k s 16d common (3 1 /2 ″ × 0 . 1 6 2 ″ ) a t e a c h b e a r i n g 7. T o p p l a t e t o s t u d 2 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) e n d n a i l 26 . C o l l a r t i e t o r a f t e r 3 - 1 0 d c o m m o n ( 3 ″ × 0 . 1 4 8 ″ ) f a ce nail 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3 - 3 ″ 1 4 g a g e s t a p l e s 4 - 3 ″ 1 4 g a g e s t a p l e s 8. S t u d t o s o l e p l a t e 4 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l 27 . J a c k r a f t e r t o h i p 3 - 1 0 d c o m m o n ( 3 ″ × 0 . 1 4 8 ″ ) t o e n ail 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3 - 3 ″ 1 4 g a g e s t a p l e s 4 - 3 ″ 1 4 g a g e s t a p l e s 2 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) e n d n a i l 2 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) f a c e n a i l 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3 - 3 ″ 1 4 g a g e s t a p l e s 3 - 3 ″ 1 4 g a g e s t a p l e s 9. D o u b l e s t u d s 16 d ( 3 1 /2 ″ × 0 . 1 3 5 ″ ) a t 2 4 ″ o . c . f a c e n a i l 28 . R o o f r a f t e r t o 2 - b y r i d g e b e a m 2 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) t o e n a i l 3″ × 0 . 1 3 1 ″ n a i l a t 8 ″ o . c . 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3″ 1 4 g a g e s t a p l e a t 8 ″ o . c . 3 - 3 ″ 1 4 g a g e s t a p l e s 10 . D o u b l e t o p p l a t e s 1 6 d ( 3 1 /2 ″ × 0 . 1 3 5 ″ ) a t 1 6 ″ o . c . t y p i c a l f a c e n a i l 2 -16d common (3 1 /2 ″ × 0 . 1 6 2 ″ ) f a c e n a i l 3″ × 0 . 1 3 1 ″ n a i l a t 1 2 ″ o . c . 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3″ 1 4 g a g e s t a p l e a t 1 2 ″ o . c . 3 - 3 ″ 1 4 g a g e s t a p l e s Do u b l e t o p p l a t e s 8 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) l a p s p l i c e 29 . J o i s t t o b a n d j o i s t 3 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) f a c e n a i l 12 - 3 ″ × 0 . 1 3 1 ″ n a i l s 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s 12 - 3 ″ 1 4 g a g e s t a p l e s 4 - 3 ″ 1 4 g a g e s t a p l e s 11 . B l o c k i n g b e t w e e n j o i s t s o r r a f t e r s t o t o p p l a t e 3 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l 30 . L e d g e r s t r i p 3 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) f a c e n a i l a t e a c h j o i s t 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s 3 - 3 ″ 1 4 g a g e s t a p l e s 4 - 3 ″ 1 4 g a g e s t a p l e s 12 . R i m j o i s t t o t o p p l a t e 8 d ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) a t 6 ″ o . c . t o e n a i l 1 /2 ″ a n d l e s s 6 d c, 1 3″ × 0 . 1 3 1 ″ n a i l a t 6 ″ o . c . 31 . W o o d s t r u c t u r a l p a n e l s a n d p a r t i c l e b o a r d b 2 3 /8 ″ × 0 . 1 1 3 ″ n a i l n 3″ 1 4 g a g e s t a p l e a t 6 ″ o . c . Su b f l o o r , r o o f a n d w a l l s h e a t h i n g ( t o f r a m i n g ) 13 . T o p p l a t e s , l a p s a n d i n t e r s e c t i o n s 2 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) f a c e n a i l 1 3 /4 ″ 1 6 g a g e o 3 - 3 ″ × 0 . 1 3 1 ″ n a i l s 19 /32 ″ t o 3 /4 ″ 8 d d or 6d e 3 - 3 ″ 1 4 g a g e s t a p l e s 2 3 /8 ″ × 0 . 1 1 3 ″ n a i l p 14 . C o n t i n u o u s h e a d e r , t w o p i e c e s 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) 1 6 ″ o . c . a l o n g e d g e 2″ 1 6 g a g e s t a p l e p 15 . C e i l i n g j o i s t s t o p l a t e 3 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l 5 - 3 ″ × 0 . 1 3 1 ″ n a i l s 7 /8 ″ t o 1 ″ 8 d c 5 - 3 ″ 1 4 g a g e s t a p l e s 1 1 /8 ″ t o 1 1 /4 ″ 1 0 d d or 8d e 16 . C o n t i n u o u s h e a d e r t o s t u d 4 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l Si n g l e f l o o r ( c o m b i n a t i o n s u b f l o o r - u n d e r l a y m e n t 3 /4 ″ a n d l e s s 6 d e 17 . C e i l i n g j o i s t s , l a p s o v e r p a r t i t i o n s 3 - 1 6 d c o m m on ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) m i n . , f a c e n a i l to f r a m i n g ) 7 /8 ″ t o 1 ″ 8 d e (s e e S e c t i o n 2 3 0 8 . 1 0 . 4 . 1 , T a b l e 2 3 0 8 . 1 0 . 4 . 1 ) T a b l e 2 30 8 . 1 0 . 4 . 1 1 1 /8 ″ t o 1 1 /4 ″ 1 0 d d or 8d e 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s 32 . P a n e l s i d i n g ( t o f r a m i n g ) 1 /2 ″ o r l e s s 6 d f 4 - 3 ″ 1 4 g a g e s t a p l e s 5 /8 ″8d f 18 . C e i l i n g j o i s t s t o p a r a l l e l r a f t e r s 3 - 1 6 d c o m m o n ( 3 1 /2 ″ × 0 . 1 6 2 ″ ) min i m u m , fa c e n a i l 33 . F i b e r b o a r d s h e a t h i n g g 1 /2 ″No. 11 gage roofing nail h (s e e S e c t i o n 2 3 0 8 . 1 0 . 4 . 1 , T a b l e 2 3 0 8 . 1 0 . 4 . 1 ) T a b l e 23 0 8 . 1 0 . 4 . 1 6d common nail (2″ × 0 . 1 1 3 ″ ) 4 - 3 ″ × 0 . 1 3 1 ″ n a i l s No. 16 gage staple i 4 - 3 ″ 1 4 g a g e s t a p l e s 25 /32 ″ N o . 1 1 g a g e r o o f i n g n a i l h 19 . R a f t e r t o p l a t e 3 - 8 d c o m m o n ( 2 1 /2 ″ × 0 . 1 3 1 ″ ) t o e n a i l 8d common nail (2 1 /2 ″ × 0 . 1 3 1 ″ ) (s e e S e c t i o n 2 3 0 8 . 1 0 . 1 , T a b l e 2 3 0 8 . 1 0 . 1 ) 3 - 3 ″ × 0 . 1 3 1″ n a i l s No. 16 gage staple i 3 - 3 ″ 1 4 g a g e s t a p l e s 34 . I n t e r i o r p a n e l i n g 1 /4 ″4d j 3 /8 ″6d k PL A N S Y M B O L S Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 7Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1'Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sfLEGEND AND NAILING SCHEDULE co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 16016 UP D. 0 1 B6 B9 B8 B6 B6 B7 C2 C2 B1 = ( 2 ) 2 X 1 0 B2 = ( 3 ) 2 X 1 0 B3 = ( 2 ) 1 - 3 / 4 " X 1 1 - 7 / 8 " L V L B4 = P R E - E N G I N E E R E D T R U S S E S D E S I G N E D B Y M A N U F A C T U R E R B5 = ( 3 ) 1 - 3 / 4 " X 9 - 1 / 2 " L V L B6 = ( 2 ) 2 X 8 B7 = ( 2 ) 1 - 3 / 4 " X 7 - 1 / 4 " L V L B8 = 1 1 - 7 / 8 " T J I 1 1 0 @ 1 6 " O . C . B9 = 6 " T H I C K S L A B W I T H # 4 B A R S @ 1 6 " O . C . E A C H D I R E C TI O N C1 ( 2 ) 2 X 4 C2 ( 3 ) 2 X 4 C3 ( 4 ) 2 X 4 C4 ( 5 ) 2 X 4 C5 ( 2 ) 2 X 6 C6 ( 3 ) 2 X 6 C7 ( 4 ) 2 X 6 C8 ( 5 ) 2 X 6 C9 4 X 4 C1 0 6 X 6 C1 1 8 X 8 UP 8'-0" 8'- 0 " 3/ 1 2 V A U L T 3/ 1 2 V A U L T 3/ 1 2 V A U L T TR A Y C E I L I N G 3/ 1 2 V A U L T D.0 1 D.04 C6 B1 B1 B1 B1 B1 B1 B1 B1B1 B1 B1B1B1 B1 B1 B1 B1B1 B3 B4 B5 C6 C6 C6 C6 C3 B3 Co n t r a c t o r s / S u b - C o n t r a c t o r s t o v e r i f y a l l f i n i s h w o rk w i t h c o n t r a c t . P l a n s a s d r a w n m a y r e p r e s e n t f u t u re options an d p o s s i b l e f i n i s h e d l a y o u t . E x t e n t o f F i n i s h a s d ic t a t e d b y S a l e s C o n t r a c t s u p e r s e d e s d r a w i n g r e p r e s entations.SHEET:IF DRAWINGS ARE NOT STAMPED AND SIGNED THEY ARE TO BE CONSIDERED PRELIMINARY NOT FOR CONSTRUCTION OR PERMIT. THESE DRAWINGS ARE ONLY TO BE USED FOR THE LOCATION SPECIFIED. IF SUBMITTED FOR ANY OTHER LOCATION PLEASE CONTACT CROOKSTON CUSTOM DESIGNS.SCALE:SHEET TITLE:PROJECT DESCRIPTION:NO.Phone: (435) 757-2906 DRAWINGS PROVIDED BY:Professional Stamp For Structural Design Only3/16/2016 8Gallatin Spec Home Pine Brook Est-SDH L18 B4 D2 , 880 Pine Brook Rexburg, IdahoDATEBYDESCRIPTION 2755 Juniper Circle North Logan, Utah 84341 JOB #Crookston Custom Designs1 BJC For Construction 3/16/2016 www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com www.CrookstonDesigns.com 1/4" = 1'Main floor = 1862 sf Foundation = 1779 sf Basement = 1576 sf Basement finished = 1208 sf Cold Storage = 52 sf Garage = 978 sf MA I N F L O O R F R A M I N G P L A N RO O F F R A M I N G P L A N FRAMING PLANS co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 co p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6 copyright © Crookston Custom Designs 3/16/2016 c o p y r i g h t © C r o o k s t o n C u s t o m D e s i g n s 3 / 1 6 / 2 0 1 6