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Plan 2370 A_Lot 2 (Garage right)_100825
[ C-0 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A · [ E-1 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A [ A-0 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A [ A-1 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A [ A-2 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A [ A-3 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A [ A-4 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 1 HOUR FIRE GENERIC EXTERIOR WALLS GYPSUM WALLBOARD, WOOD STUDS GA FILE NO. WP 8105 A [ A-5 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A [ A-6 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A SEE "S" PAGES FOR STRUCTURAL INFORMATION & DETAILS [ A-7 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A SEE "S" PAGES FOR STRUCTURAL INFORMATION & DETAILS [ D1 ] C ER R O R S O R O M I S S I O N S . FR O M R U E P P E L L , I N C . W H I C H R E T A I N S C O P Y R I G H T S T O , & O W N E R S H I P O F T H E P L A N S . LI A B I L I T I E S T H A T I N C L U D E P E N A L T I E S O F U P T O $ 2 0 , 0 0 0 P E R W O R K I N F R I N G E S , A N D U P T O $ 1 0 0 , 0 0 0 P E R W O R K I N F R I N G E D W I L L F U L L Y . ON L O A N B Y T H E C U S T O M E R T O T H I R D P A R T I E S N E C E S S A R Y T O A S S I S T T H E C U S T O M E R I N U S I N G T H E P L A N S , S U C H A S C O N T R A C T O R S A N D TH E S E P L A N S H A V E B E E N L I C E N S E D T O T H E C U S T O M E R F O R T H E U S E I N C O N S T R U C T I O N O F O N E B U I L D I N G O N L Y A N D A R E S U B J E C T T O T H E CO N D I T I O N S O F L I C E N S E A C C E P T E D B Y T H E C U S T O M E R . U S E O F A N Y P A R T O F T H E P L A N S B Y A N Y P A R T Y O T H E R T H A N T H E C U S T O M E R , E X C E P T RU E P P E L L , I N C . P R E P A R E S I T S P L A N S C A R E F U L L Y F O R T H E U S E O F I T S C U S T O M E R S . H O W E V E R , A D A P T A T I O N O F T H E P L A N S T O M E E T A G E N E R A L N O T E A N D S P E C I F I C A T I O N S S H E E T I S A L W A Y S A N I N T E G R A L P A R T O F T H E S E D R A W I N G S A N D G E N E R A L L Y T H E L A S T S H E E T O F T H E S E T . UN A U T H O R I Z E D U S E O R C O P Y I N G O F T H E S E P L A N S , O R T H E D E S I G N T H E Y D E P I C T , I N F R I N G E S R I G H T S U N D E R T H E C O P Y R I G H T A C T . I N F R I N G E S F A C E SP E C I F I C S T A T E A N D L O C A L B U I L D I N G C O D E S A N D R E G U L A T I O N S , A N D S P E C I F I C C O N D I T I O N S , I S T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R . I N A D D I T I O N , SU B C O N T R A C T O R S , I S S T R I C T L Y P R O H I B I T E D . T H E P L A N S M A Y N O T B E R E - U S E D O R C O P I E D , I N W H O L E O R I N P A R T , W I T H O U T W R I T T E N P E R M I S S I O N RU E P P E L L , I N C . W I L L N O T B E R E S P O N S I B L E F O R A N Y D A M A G E S R E L A T I N G T O T H E A C C U R A C Y A N D O V E R A L L I N T E G R I T Y O F T H E P L A N S I N E X C E S S OF T H E L I C E N S E P A I D F O R T H E I R U S E . T H E C O N T R A C T O R , T H E R E F O R E , M U S T C A R E F U L L Y I N S P E C T A L L D I M E N S I O N S A N D D E T A I L S I N T H E P L A N S F O R Co p y r i g h t 2 0 2 4 , R u e p p e l l , I n c . Dr a w n b y : B P Re v i s i o n D a t e : Jo b # : C a r t e r L o o p L o t - 2 Pl a n : 2 3 7 0 Da t e : 0 1 / 0 7 / 2 5 Ph o n e : ( 2 5 3 ) 2 5 1 - 2 5 0 1 A CRITERIA 1.1 BUILDING CODE 2021 INTERNATIONAL BUILDING CODE 1.2 LOADING AND SITE CONDITIONS VERTICAL LOADS DEAD LOADS LIVE LOADS ROOFH (Heated) 15 PSF 25 PSF ROOFS (Unheated) 15 PSF 25 PSF FLOOR 12 PSF 40 PSF DECK 12 PSF 60 PSF STORAGE 12 PSF 100 PSF LATERAL LOADS IBC SEISMIC DESIGN CRITERIA D IRC SEISMIC DESIGN CRITERIA D2 WIND SPEED, V 110 MPH EXPOSURE CATEGORY C SITE CONDITIONS SOIL BEARING CAPACITY 1500 PSF LATERAL BEARING CAPACITY 230 PSF/FT GROUND SNOW LOAD 30 PSF FROST DEPTH 18 INCHES 1.3 ABBREVIATIONS ID. INSIDE DIAMETER INCL. INCLUDED @ AT INFO. INFORMATION & AND INSUL. INSULATION INT. INTERIOR ABV. ABOVE INTERMEDIATE ('ENERGY CODE FRAMING) A.C. A.C. ASPHALTIC CONCRETE I INFRARED ACI AMERICAN CONCRETE INSTITUTE IRC INTERNATIONAL RESIDENTIAL CODE ACOUST. ACOUSTICAL ADDN'L. ADDITIONAL KSI. KIPS PER SQUARE INCH. ADJ. ADJACENT AVID. ADVANCED LAM. LAMINATE AF&PA ANSI/AF&PA SPECIAL DESIGN PROVISIONS FOR LB. POUND WIND AND SEISMIC LF. LINEAL FOOT AFF. ABOVE FINISH FLOOR LVL. LAMINATED VENEER LUMBER AGG. AGGREGATE ALT. ALTERNATE MAX. MAXIMUM ARCH. ARCHITECTURAL MECH. MECHANICAL ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS MFR. MANUFACTURER AVG. AVERAGE MH. MANHOLE MIN. MINIMUM BCI BOISE ENGINEERED WOOD PRODUCTS MISC. MISCELLANEOUS BF. BOTH FACES MTL. METAL BLDG. BUILDING BILK. BLOCK (N) NEW BLK'G. BLOCKING NDS NATIONAL DESIGN SPECIFICATION -TIMBER BLW. BELOW NIC. NOT IN CONTRACT BTM. BOTTOM N/A NOT APPLICABLE BTR. BETTER NTS. NOT TO SCALE BTWN. BETWEEN BW. BOTH WAYS 0/ OVER O.C. ON CENTER CF. CUBIC FEET O.D. OUTSIDE DIAMETER CVN CHARPY V-NOTCH (CVN) TEST OH. OVERHEAD CLG. CEILING OPP. OPPOSITE CJ. CONTROL JOINT OSB ORIENTED STRAND BOARD CLR. CLEAR CMU CONCRETE MASONRY UNIT PERF. PERFORATED COL. COLUMN PLYWD. PLYWOOD COMP. COMPOSITION PSF. POUNDS PER SQUARE FOOT CONC. CONCRETE PSI. POUNDS PER SQUARE INCH CONN. CONNECTION CONT. CONTINUOUS PT. PRESSURE TREATED CONTR. CONTRACTOR PVMT. PAVEMENT PUE. PUBLIC UTILITY EASEMENT DBL. DOUBLE DIET. DETAIL RAID. RADIUS DF DOUG-FIR, DOUGLAS FIR -LARCH WOOD RD. ROOF DRAIN DIA. DIAMETER REBAR REINFORCING BAR DIM. DIMENSION REINF. REINFORCING DIV. DIVISION REQ'D REQUIRED DN. DOWN RET. RETAINING DWG. DRAWING REV. REVISION RM. ROOM (E) EXISTING RO. ROUGH OPENING EA. EACH EJ. EXPANSION JOINT SCHED. SCHEDULE ELEV. ELEVATION SDR. STORM DRAIN EMER. EMERGENCY SECT. SECTION EN. EDGE NAIL SF SQUARE FOOT/FEET EOP. EDGE OF PAVEMENT SIM. SIMILAR FOR ENGINEER OF RECORD SIMPSON SIMPSON STRONG -TIE EOS. EDGE OF SLAB SLR. SEALER EQ. EQUAL SPECS. SPECIFICATIONS EQUIP. EQUIPMENT SQ. SQUARE EJS EJS ENGINEERING, PLLC SS SANITARY SEWER EXT. EXTERIOR S.S.D. SEE STRUCTURAL DRAWINGS STD. STANDARD F. FAHRENHEIT STL. STEEL FIFE. FINISHED FLOOR ELEVATION STRUCT. STRUCTURAL FG. FIXED GLASS SUSP. SUSPENDED FIN. FINISH S.W. SHEARWALL FLR. FLOOR TEMP. TEMPERED GA. GAUGE TJI TRUSS JOIST WEYERHAEUSER GALV. GALVANIZED T&G TONGUE & GROOVED GC. GENERAL CONTRACTOR TYP. TYPICAL GI. GALVANIZED IRON GLB. GLUED LAMINATED BEAM U.N.O. UNLESS NOTED OTHERWISE GND. GROUND GSM. GALVANIZED SHEET METAL VENT. VENTILATION GYP. BD. GYPSUM WALL BOARD VERT. VERTICAL VIF. VERIFY IN FIELD HF. HEM FIR, WESTERN HEMLOCK AND TRUE FIR WOOD HORIZONTAL W/ WITHHORIZ. HP. HIGH POINT WD. WOOD HT. HEIGHT WP. WATERPROOF HTG. HEATING HVAC HEATING/VENTILATION/AIR CONDITIONING YD. YARD HW. HOT WATER IBC INTERNATIONAL BUILDING CODE 1.4 PLAN SET HIERARCHY STRUCTURAL PLANS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL PLANS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL PLANS ARE PRIME. DISCREPANCIES FOUND AMONG PLANS, SPECIFICATIONS, THESE GENERAL NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. WORK DONE BY THE GC AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GC'S RISK. 1.5 STRUCTURAL PLAN DETAILS PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS SET SHALL BE LOCATED BY THE ARCHITECTURAL PLANS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL PLAN SET (WALL SECTIONS, BUILDING SECTION, AND ELEVATIONS). DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWING. 1.6 METHOD AND MEANS -SAFETY THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE FOR HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR, THE FOR OF RECORD HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1.7 TEMPORARY BRACING/FORMWORK/FALSEWORK THE GC SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLAN SETS. CONFORM TO ASCE 37-02. 1.8 CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND FOR FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1.9 GENERAL AND TYPICAL DETAILS DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE FOR OF RECORD. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE FOR FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 1.10 FIELD CONSTRUCTED STRUCTURAL SYSTEMS ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 1.11 SHOP DRAWINGS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND FOR FOR REVIEW PRIOR TO FABRICATION: -METAL DECKING -STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8' = 1'-0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT AND CALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS. THE APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT 1.12 SHOP DRAWING REVIEW DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE EOR, THEREFORE MUST BE VERIFIED BY THE GC. GC SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY EOR. GC SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH SAFETY, MEANS, METHODS, TECHNIQUES, SEQUENCES, OPERATIONS OF CONSTRUCTION, AND PRECAUTIONS INCIDENTAL THERETO. QUALITY ASSURANCE 2.1 SPECIAL INSPECTIONS SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND SECTIONS 1705 OF THE IBC BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT AND RETAINED BY THE BUILDING OWNER. ARCHITECT, EOR, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. 2.2 PERIODIC INSPECTION INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. 2.3 CONTINUOUS INSPECTION THE INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED. GEOTECHNICAL 3.1 FOUNDATION NOTES FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE A MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. BACKFILL BEHIND ALL RESTRAINED/RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE SUBSURFACE DRAINAGE. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT A MIN. OF THE FROST DEPTH BELOW LOWEST ADJACENT FINISHED GRADE. PRESUMPTIVE LOAD -BEARING VALUE OF 1,500 PSF PER IBC TABLE 1806.2 SHALL BE USED UNLESS A GEOTECHNICAL INVESTIGATION IS PERFORMED PER IBC SECTION 1803. WHEN A GEOTECHNICAL INVESTIGATION IS PRESENT OR REQUIRED BY THE GOVERNING JURISDICTION ALL RECOMMENDATIONS GIVEN IN THE REPORT OR DIRECTED BY THE GEOTECHNICAL ENGINEER SHALL BE FOLLOWED, INCLUDING BUT NOT LIMITED TO FOUNDATION TYPE, DESIGN CRITERIA, AND SUBGRADE PREPARATION -INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS. 3.2 EMBEDDED POLE FOUNDATIONS POST FOUNDATIONS ARE LISTED PER PLANS AS SQUARE OR ROUND. REGARDLESS OF SHAPE ON PLANS, SQUARE OR ROUND HOLES ARE ADEQUATE WITH THE CRITICAL DIMENSION AS THE DIAMETER (ROUND) OR DIAGONAL DISTANCE (SQUARE) HOLES. HOLE PREPARATION FOR EMBEDDED POLE FOUNDATION CAN BE ACCOMPLISHED BY EITHER EXCAVATION OR AUGER DRILLING. TYPICAL TOLERANCE FOR HOLE SIZE AND GEOMETRY IS UP TO 50% INCREASE IN SIZE OR OUT OF SQUARE AND WALLS BATTER UP TO 15' FROM VERTICAL. PUNCH PAD SHALL BE PER PLAN AT THE BASE OF THE HOLE. THE BACKFILLING OF HOLES SHALL BE ACCOMPLISHED WITH EITHER UTILITY SAND, 5/8" MINUS FILL, OR CONCRETE POUR. UTILITY SAND OR 5/8" MINUS FILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS U.N.O. RENOVATION 4.1 DEMOLITION GC SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND, IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 4.2 CONTRACTOR VERIFICATION GC SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED. THE GC SHALL NOTIFY THE ARCHITECT AND FOR IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS. CONCRETE 5.1 CONCRETE MIX AND PLACEMENT CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 301-16, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF fc = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS fc = 2,500 PSI. 5.2 AIR ENTRAINMENT ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318, TABLE 4.4.1 MODERATE EXPOSURE, F1. 5.3 SHOTCRETE PLACEMENT CONCRETE MAY BE PLACED BY THE 'SHOTCRETE' METHOD, PROVIDED THE APPROVALS, TESTS, AND INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT ARE FOLLOWED. SHOTCRETE MATERIALS, EQUIPMENT, PROCEDURES, PROPORTIONS, BATCHING, MIXING, AND PLACEMENT SHALL BE IN ACCORDANCE WITH ACI 506R-05, ACI 506.2-95 AND THE IBC SECTION 1910. THE 'SHOTCRETE' METHOD SHALL NOT BE USED WITHOUT MAKING SPECIAL ARRANGEMENTS THROUGH OWNER AND FOR UNLESS STRUCTURAL DRAWINGS ARE SPECIFICALLY DETAILED TO ACCOMMODATE SHOTCRETING. 5.4 REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1). REINFORCING BARS #3 AND SMALLER, GRADE 40, Fy = 40 KSI. REINFORCING BARS #4 AND LARGER, GRADE 60, Fy = 60 KSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 5.5 DETAILING OF REINFORCING STEEL REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-99 AND 318-11. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8 INCHES AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE EOR. 5.6 CONCRETE PROTECTION CLEAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .....................3" FORMED SURFACES EXPOSED TO EARTH (#6 AND LARGER)..........................................................2" FORMED SURFACES EXPOSED TO EARTH (#5 AND SMALLER)..................................................1-1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS.......................................................................1-1/2" SLABS AND WALLS (INT. FACE)...............................GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 5.7 CAST -IN -PLACE CONCRETE SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRE -CAST. 5.8 NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MIN). ANCHORAGE 6.1 EXPANSION BOLTS EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON 'STRONG -BOLT 2' WEDGE ANCHORS AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 6.2 EPDXY -GROUTED ITEMS EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING SIMPSON 'SET XP' HIGH STRENGTH EPDXY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2508. MIN BASE MATERIAL TEMPERATURE IS 50' F. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 GRADE STEEL U.N.O. 6.3 CONCRETE SCREW ANCHORS SCREW ANCHORS ATTACHING INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE SIMPSON 'TITEN HD' HEAVY DUTY SCREW ANCHOR, INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. ESR-2713 (CONCRETE), NO. ESR- 1056 (CMU), INCLUDING MIN EMBEDMENT REQUIREMENTS. SCREW ANCHORS INTO CONCRETE MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED. STEEL 7.1 STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205 OF THE IBC. B. MAY 9, 2022, AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS: i. AS NOTED IN THE CONTRACT DOCUMENTS. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 7.2 STEEL ROLLED SHAPES WIDE FLANGE SHAPES: SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES: SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPES: SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING: SHALL CONFORM TO ASTM A500, GRADE B, Fy = 42 KSI (ROUND), Fy = 46 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS: SHALL CONFORM TO ASTM A307. 7.3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 7.4 EXPOSED STEEL ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM, U.N.O. 7.5 SHOP PRIME ALL STEEL SHALL RECEIVE SHOP PRIME EXCEPT: STEEL ENCASED IN CONCRETE. SURFACES TO BE WELDED. CONTACT SURFACES AT HIGH -STRENGTH BOLTS. MEMBERS TO BE GALVANIZED. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. SURFACES TO RECEIVE SPRAYED FIREPROOFING. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. 7.6 STRUCTURAL BOLTS ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 7.7 EMBEDDED ANCHORS ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 7.8 WELDING ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS. AT -20' F AND 40 FT-LBS. AT 70° F, DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. 7.9 METAL FLOOR AND ROOF DECKING SHALL CONFORM TO SECTION 2210.1 OF THE IBC. PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ARC SEAM AND SPOT PUDDLE WELDS FOR FIELD ASSEMBLY OF METAL DECK SHALL BE MADE WITH MINIMUM E60XX ELECTRODES. DECK ALTERNATES MUST BE CONNECTED ACCORDING TO THE PUBLISHED ICC-ES CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE TEMPORARY SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. WOOD 8.1 FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: CONVENTIONAL LIGHT FRAMING STUDS DF #2 OR BETTER JOISTS (2x & 3x MEMBERS).........................................................................................HF #2 OR BETTER BEAMS (4x MEMBERS AND LARGER).........................................................................DF #2 OR BETTER POLE BUILDING CONSTRUCTION GIRTS AND PURLINS....................................................................................................DF #2 OR BETTER EMBEDDED POSTS...........................................................................................................TREATED HF #2 8.2 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CERTIFICATE OF CONFORMANCE. SIMPLE SPAN GLB....................................DF COMBINATION 24F-V4, Fb = 2,400 PSI, Fv =265 PSI. CANTILEVERED GLB.................................DF COMBINATION 24F-V8, Fb = 2,400 PSI, Fv =265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,500 FT RADIUS, U.N.O. 8.3 MANUFACTURED LUMBER PSL, LVL, AND LSL SHOWN ON PLANS ARE BASED ON PRODUCTS MANUFACTURED BY THE BOISE CASCADE CORPORATION IN ACCORDANCE WITH UC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL: Fb = 2,900 PSI, Fv = 290 PSI, E = 2,200 KSI LVL: Fb = 2,600 PSI, Fv = 285 PSI, E = 2,000 KSI LSL: Fb = 2,325 PSI, Fv = 310 PSI, E = 1,550 KSI ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND EOR. ALTERNATE MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 8.4 PLYWOOD SHEATHING PLYWOOD SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS1 OR PS2. OSB OF EQUIVALENT THICKNESS, EXPOSURE RATING, AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 7/16" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. ALL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. WALL SHEATHING SHALL BE 7/16" (NOMINAL) WITH SPAN RATING 24/0. PLACEMENT: ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR, WALL, AND ROOF SHEATHING. 8.5 WOOD TO CONCRETE CONNECTION ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 8.6 PRESERVATIVE PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 8.7 WOOD TREATED FOR FIRE RESISTANCE FIRE RESISTANCE TREATMENT SHALL MEET THE REQUIREMENTS OF ASTM E 84 OR UL 723 AND HAVE A LISTED FLAME SPREAD INDEX OF 25 OR LESS. FIRE RETARDANT TREATED LUMBER AND WOOD STRUCTURAL PANELS SHALL BE LABELED IN ACCORDANCE WITH IBC 2303.2.4. WOOD TREATED FOR FIRE PROTECTION FOR USE IN INTERIOR ABOVE GROUND CONSTRUCTION AND CONTINUOUSLY PROTECTED FROM WEATHER AND OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFA. WOOD TREATED FOR FIRE PROTECTION FOR USE IN EXTERIOR ABOVE GROUND CONSTRUCTION AND SUBJECT TO GETTING OR OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFB. 8.8 FASTENERS AND TREATED LUMBER FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE TO COMPLY WITH THE WOOD TREATMENT PROCESS. INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR SET, EXTERIOR SET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 8.9 TIMBER CONNECTORS REFERENCED AND STANDARD TIMBER CONNECTORS SHALL BE STRONG -TIE TYPE BY SIMPSON AS SPECIFIED IN THEIR CATALOG NUMBER C-2021. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 8.10 FLUSH BEAM AND JOISTS ALL 2x JOISTS SHALL BE CONNECTED WITH 'LUS' SERIES JOIST HANGERS. ALL I -JOISTS SHALL BE CONNECTED WITH 'ITS' SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED WITH 'MIT' SERIES JOIST HANGER. 8.11 TWO MEMBER CONNECTION CONNECTOR STRAPS USED TO CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 8.12 SHIMS ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MIN) AS MEMBERS CONNECTED. 8.13 FASTENING SCHEDULE FASTENERS SIZES SHALL CONFORM TO FASTENERS LISTED IN ROW TWO OF IBC TABLE 2304.10.2. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LUG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NDS WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" DIAMETER AND SMALLER LAG SCREWS. 8.14 NOTCHES AND HOLES IN WOOD FRAMING NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN JOISTS SHALL NOT EXCEED ONE -SIXTH DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF AND SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. NOTCHES IN EXTERIOR WALLS AND BEARING PARTITIONS: ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS U.N.O. 8.15 WOOD FRAMING NOTES THE FOLLOWING APPLY U.N.O. ON THE PLANS MINIMUM STANDARD OF WOOD DETAILS WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC, THE AITC, AND THE AF&PA. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.2. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. STANDARD WALL FRAMING REFERENCE ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. U.N.O. ONE KING STUD SHALL BE PROVIDED AT EACH SIDE OF ALL OPENINGS AND AT BEAM OR HEADER BEARING LOCATIONS U.N.O. JACK STUDS SHALL BE PROVIDED AT EACH SIDE OF ALL OPENINGS. U.N.O. ONE JACK STUD PER SIDE AT OPENINGS LESS THAN 6-0", TWO JACK STUDS FOR OPENINGS LESS THAN 8'-0', THREE JACK STUDS FOR OPENINGS LESS THAN 16-011 . DOUBLE (2) 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS U.N.O. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH (2) TWO 16d NAILS, AND END NAIL EACH STUD TO BOTTOM PLATE WITH (2) TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP A MIN OF 4'-0' AT JOINTS AND PROVIDE (8) EIGHT 16d NAILS @ 6" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" O.C. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12" O.C. U.N.O. 7/16" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" O.C. AT PANEL EDGES, INTERMEDIATE STUDS, AND BLOCKING WITH 8d NAILS @ 12" O.C. U.N.O. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. FLOOR AND ROOF FRAMING PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS, U.N.O. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH (2) TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH THE NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS OF 16d NAILS @ 12" O.C. U.N.O. ON THE PLANS. ROOF AND FLOOR SHEATHING SHALL BE LAID WITH LONG AXIS PERPENDICULAR TO SUPPORTS AND NAILED @ 6" O.C. WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS, AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. U.N.O. SILL PLATE ANCHORAGE ATTACHED 2x MIN THICKNESS SILL PLATE TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLT AT A MAX SPACING OF 6'-0" EMBEDDED 7" MIN. PROVIDE 3"X3"X1/4" WASHERS UNDER HEADS AND NUTS U.N.O. ADVANCED AND INTERMEDIATE WALL FRAMING WHEN REQUIRED TO MEET ENERGY CODE THE FOLLOWING FRAMING TECHNOLOGY CAN BE SUBSTITUTED AGAINST THE STANDARD FRAMING. ADVANCED FRAMED WALLS STUDS FRAMED ON 24-INCH CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. CORNERS USE TWO STUDS OR OTHER MEANS OF FULLY INSULATING CORNERS, AND ONE STUD IS USED TO SUPPORT EACH HEADER. HEADERS CONSIST OF DOUBLE 2X MATERIAL WITH R-10 INSULATION BETWEEN THE HEADER AND EXTERIOR SHEATHING. INTERIOR PARTITION WALL/EXTERIOR WALL INTERSECTIONS ARE FULLY INSULATED IN THE EXTERIOR WALL. INTERMEDIATE FRAMED WALLS STUDS FRAMED ON 16-INCH CENTERS WITH DOUBLE TOP PLATE AND SINGLE BOTTOM PLATE. CORNERS USE TWO STUDS OR OTHER MEANS OF FULLY INSULATING CORNERS, AND EACH OPENING IS FRAMED BY TWO STUDS. HEADERS SHALL BE INSULATED TO R-10. LEGAL 9.1 TERMS OF SERVICE THESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER. 9.2 COPYRIGHT INFORMATION THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED. TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524. 9.3 PAYMENT OF SERVICES UNLESS PRE -ARRANGED IN WRITING, PAYMENT FOR SERVICES ARE DUE AT DELIVERY. FAILURE TO PAY FOR SERVICES RENDERED WILL RESULT IN THE FOLLOWING: *SUBJECT TO CARRYING CHARGE OF 1.5% OF PROJECT ($50.00 MIN) PER MONTH. *TERMINATION OF SERVICES WITHOUT LIABILITY *THE INVALIDITY OF THE PROFESSIONAL STAMP. *REMOVAL OF THE ENGINEERED DOCUMENTS FROM THE JURISDICTION. *LIEN PLACED ON THE PROPERTY ASSOCIATED WITH THE PROJECT (INCLUDING LEGAL AND ADMINISTRATIVE SERVICE FEES). EJS ENGINEERING, PLLC EKIC J. SNIEZAK, P.E. 155 MOUNTAIN VIEW PKIVE PACKWOOO, WA 98561 (360)880-0524/(253)405-2200 erioffejo-erigirieering.com J 1 �, l� /,; pigialiWed by Eric J r- Sni P.E. DN: C=US, W. E=eri ngin E niez E.O="E Ineeri CN="Eric J Sniezak, P.E." Date: 2025.01.07 15:53:28-08'00' Q V \ O O O+-aJ O t� O � v O O � �Z_ z N O O >< J = O DOCUMENT DATE: 1.0 1111912024 ©copyright 2024, Eric J. Sniezak, P.E. C:IUoerelericlOneDrive - EJ5 Engineering PLLCIEJ5Eng101 Jobe12024 Job5120241119CE Kueppell_Frojecto Weet_2370A Garage Eight Lot 2120241119CE Kueppell_Frojecte Weot_2370A Garage Kight Lot 2 - 5.MAN GENERAL OT RUCT UKAL NOTES 5100 THE5E DKAWING5 APE A GRAFHICAL GUIDE FOK THE EXPERIENCEP SUILPEK TO USE A5 KEFEKENCE FOK CON57-KUCTING THE FKOJECT PE5CK15EP HEKEIN. IT 15 THE KE5FON5151LITY OF THE SUILPEK AND/ OF THE PUKCHA5EK OF THE5E PLANS TO VEKIFY ALL PIMEN51ON5 5EFOKE FKOCEEPING WITH CON57-RUCTION. THE5E FLANS SHOULD NOT 5E ALTERED 5Y OTHEK THAN A QUALIFIED PE5I0NER, AKCHITECT, OF 5TKUCTUFAL ENGINEER. THESE DKAWING5 AKE THE COPYKIGHT OF EKIC J. 5NIEZAK, F.E. OF EJS ENGINEEKING, PLLC. THE PUKCHA5EK OF THE5E PKAWING5 HA5 PUKCHA5EP THE FIGHT TO BUILD THE PKAWING 5HOWN ONE TIME ONLY. IF TH15 PROJECT OF A PEKIVATIVE OF TH15 FKOJECT IN ACCORPANCE WITH FEPEKAL COPYKIGHT LAWS 15 TO 5E BUILT MOKE THAN ONCE, EVEN WITH DE51GN CHANGE5, APPITIONAL KIGHTS MU5T 5E PUKCHA5EP. TO KEPOKT COPYKIGHT VIOLATION5 FLEA5E CALL (500)880-0524. DOCUMENT DATE: 1.0 11/19/2024 ERIC J. SNIEZAK, P.E. 183 MOUNTAIN VIEW DRIVE PACKWOOD, WA 98361 (360)880-0524/(253)405-2200 eric@ejs-engineering.com C:\Users\eric\OneDrive - EJS Engineering PLLC\EJSEng\01 Jobs\2024 Jobs\20241119CE Rueppell_Projects West_2370A Garage Right Lot 2\20241119CE Rueppell_Projects West_2370A Garage Right Lot 2 - S.MAN THESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER. THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED. TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524. ©copyright 2024, Eric J. Sniezak, P.E. C A R T E R L O O P L O T 2 P L A N 2 3 7 0 A G A R A G E R I G H T 1 5 X X X C A R T E R L O O P S E , Y E L M , W A T H U R S T O N C O U N T Y J O B # 2 0 2 4 1 1 1 9 C E FOUNDATION PLAN AND MAIN FLOOR SYSTEM 1/4" = 1'-0" MAIN LEVEL SHEAR, HEADERS, UPPER FLOOR SYSTEM, AND LOWER ROOF SYSTEM 1/4" = 1'-0" STRUCTURAL FRAMING 18 18 18 18 18 18 18 18 24 18 18 18 18 18 18 24 1818181818 24 1818 18S3.0 2 S3.0 2 S3.0 2 S3.0 2 S3.0 2 S3.0 2S3.0 2 S3.0 3 S3.0 4 S3.0 3 S3.0 5 S3.0 3 S3.0 6 S3.0 8 PPB66-4 POST BASE S3.0 8 PPB44-4 POST BASE S3.0 7 STHD14RJ S3.0 9 STHD14S3.0 10 STHD14RJ STHD14RJ STHD14RJ S3.0 9S3.0 9 S3.0 9 4" THICK (MIN) CONCRETE SLAB REINFORCE SLAB TO MINIMIZE CRACKING 4" T H I C K ( M I N ) C O N C R E T E S L A B RE I N F O R C E S L A B T O M I N I M I Z E C R A C K I N G 4" THICK (MIN) CONCRETE SLAB REINFORCE SLAB TO MINIMIZE CRACKING S3.0 7 S3.0 7 S3.0 7 S3.0 7 2X10 JOISTS AT 16" O.C. (TYPICAL) 4X8 FLOOR BEAMS WITH 4X4 POSTS (4X6 AT BEAM SPLICES) 4X8 FLOOR BEAMS WITH 4X4 POSTS (4X6 AT BEAM SPLICES) 4X8 FLOOR BEAMS WITH 4X4 POSTS (4X6 AT BEAM SPLICES) 4X8 FLOOR BEAMS WITH 4X4 POSTS (4X6 AT BEAM SPLICES) 4X4 P.T. POST BC4 POST CAP POCKET BEAM INTO WALL PO C K E T B E A M I N T O W A L L 6X6 P.T. POST BC6 POST CAPS3.0 11 S3.0 11 6X6 POST IN WALL B A A A A BB STHD14RJ STHD14RJ STHD14RJ SHEAR WALL SCHEUDLE S3.0 1 S3.0 9S3.0 9 S3.0 9 PP CC STHD14RJ S3.0 9 STHD14S3.0 10 S3.0 12 LSTA21 STRAP INSIDE FACE 3-1/2X10-1/2 24F-V4 GLB HDR 3-1/2X12 24F-V4 GLB HDR *DBL 2X8 HF#2 HEADER * * 3-1/2X10-1/2 24F-V4 GLB HDR * * 4X 8 D F # 2 4X 8 D F # 2 6X 1 2 D F # 2 B E A M DOCUMENT DATE: 1.0 11/19/2024 ERIC J. SNIEZAK, P.E. 183 MOUNTAIN VIEW DRIVE PACKWOOD, WA 98361 (360)880-0524/(253)405-2200 eric@ejs-engineering.com C:\Users\eric\OneDrive - EJS Engineering PLLC\EJSEng\01 Jobs\2024 Jobs\20241119CE Rueppell_Projects West_2370A Garage Right Lot 2\20241119CE Rueppell_Projects West_2370A Garage Right Lot 2 - S.MAN THESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER. THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED. TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524. ©copyright 2024, Eric J. Sniezak, P.E. C A R T E R L O O P L O T 2 P L A N 2 3 7 0 A G A R A G E R I G H T 1 5 X X X C A R T E R L O O P S E , Y E L M , W A T H U R S T O N C O U N T Y J O B # 2 0 2 4 1 1 1 9 C E MAIN ROOF, UPPER SHEAR, AND UPPER HEADERS 1/4" = 1'-0" STRUCTURAL FRAMING * 4X12 DF#2 HDR * * * * * * * * * *DBL 2X8 HF#2 HEADER * A A A A A AA AA AAA SHEAR WALL SCHEUDLE S3.0 1 GIRDER TRUSSGIRDER TRUSS MANUFACTURED TRUSSES AT 24" O.C. S3.0 12 S3.0 12 S3.0 12 S3.0 12 DOCUMENT DATE: 1.0 11/19/2024 ERIC J. SNIEZAK, P.E. 183 MOUNTAIN VIEW DRIVE PACKWOOD, WA 98361 (360)880-0524/(253)405-2200 eric@ejs-engineering.com C:\Users\eric\OneDrive - EJS Engineering PLLC\EJSEng\01 Jobs\2024 Jobs\20241119CE Rueppell_Projects West_2370A Garage Right Lot 2\20241119CE Rueppell_Projects West_2370A Garage Right Lot 2 - S.MAN THESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR CONSTRUCTING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION. THESE PLANS SHOULD NOT BE ALTERED BY OTHER THAN A QUALIFIED DESIGNER, ARCHITECT, OR STRUCTURAL ENGINEER. THESE DRAWINGS ARE THE COPYRIGHT OF ERIC J. SNIEZAK, P.E. OF EJS ENGINEERING, PLLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED. TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (360)880-0524. ©copyright 2024, Eric J. Sniezak, P.E. C A R T E R L O O P L O T 2 P L A N 2 3 7 0 A G A R A G E R I G H T 1 5 X X X C A R T E R L O O P S E , Y E L M , W A T H U R S T O N C O U N T Y J O B # 2 0 2 4 1 1 1 9 C E STEM WALL AND FLOOR SYSTEM 1 2 3 4 5 6 7 8 9 10 5 14 11 12 15 16 17 18 19 STEM WALL-GARAGE AND FLOOR SEPERATION 1 2 3 4 5 6 7 8 9 10 5 11 12 18 19 11 14 15 16 17 GARAGE FOUNDATION AND WALL 1" = 1'-0" 1 2 3 4 5 6 10 11 12 9 18 11 14 15 16 19 15 17 4 1" = 1'-0" 1" = 1'-0" (1) SIDING PER ARCHITECTURAL (2) WRB-WATER BARRIER/AIR BARRIER/VAPOR PERMEABLE (3) SHEATHING PER SHEAR WALL SCHEDULE (7/16" MIN OSB) (4) CAULK ALONG BOTTOM PLATE (5) INSULATION PER ARCHITECTURAL (6) GWB (7) 2x BOTTOM PLATE (8) 3/4" T&G SUBFLOOR (9) RIM AND JOISTS PER PLAN (10) TREATED 2x SILL PLATE (11) CAPILLARY BREAK (12) STEM WALL, REINFORCEMENT, AND ANCHOR BOLTS PER PLAN (DETAIL 3) (13) 3"X3"X1/4" PLATE WASHER FOR ANCHOR BOLTS (14) 6" MIN CLEARANCE TO BACKFILL (15) 5% SLOPE AWAY FROM HOME (16) BACKFILL (17) OPTIONAL 3" DIAM. FOUNDATION DRAIN (18) NATIVE SOIL (19) 6 MIL BLACK VISQUEEN VAPOR BARRIER (1) GWB-FIRE RATED PER ARCHITECTURAL (2) WRB-WATER BARRIER/AIR BARRIER/VAPOR PERMEABLE (3) SHEATHING PER SHEAR WALL SCHEDULE IF REQUIRED (7/16" MIN OSB) (4) CAULK ALONG BOTTOM PLATE (5) INSULATION PER ARCHITECTURAL (6) GWB (7) 2x BOTTOM PLATE (8) 3/4" T&G SUBFLOOR (9) RIM AND JOISTS PER PLAN (10) TREATED 2x SILL PLATE (11) CAPILLARY BREAK (12) STEM WALL, REINFORCEMENT, AND ANCHOR BOLTS PER PLAN (DETAIL 3) (13) 3"X3"X1/4" PLATE WASHER FOR ANCHOR BOLTS. (14) 4" CONCRETE GARAGE SLAB (15) 4" COMPACTED FILL (16) BACKFILL TO DESIRED ELEVATION (17) FOUNDATION INSULATION PER ARCHITECTURAL (18) UNDISTURBED NATIVE SOIL (19) 6 MIL BLACK VISQUEEN VAPOR BARRIER (1) SIDING PER ARCHITECTURAL (2) WRB-WATER BARRIER/AIR BARRIER/VAPOR PERMEABLE (3) SHEATHING PER SHEAR WALL SCHEDULE (7/16" MIN OSB) (4) CAULK ALONG BOTTOM PLATE (5) INSULATION PER ARCHITECTURAL (6) GWB-FIRE RATING PER ARCHITECTURAL (7) NOT USED (8) NOT USED (9) 6" MIN. CLEARANCE TO BACKFILL (10) TREATED 2x SILL PLATE (11) CAPILLARY BREAK (12) STEM WALL, REINFORCEMENT, AND ANCHOR BOLTS PER PLAN (DETAIL 3) (13) 3"X3"X1/4" PLATE WASHER FOR ANCHOR BOLTS (14) 4" CONCRETE GARAGE SLAB (15) 4" COMPACTED FILL (16) BACKFILL TO DESIRED ELEVATION (17) OPTIONAL 3" DIAM. FOUNDATION DRAIN (18) UNDISTURBED NATIVE SOIL (19) FOUNDATION INSULATION PER ARCHITECTURAL 13 13 13 (1) ROOF TRUSS PER PLAN (2) STUD WALL (3) SIMPSON H2.5a CLIP OR SDWS TRUSS SCREW AT EACH BEARING (4) SHEATHING PER PLAN (5) EDGE NAILING PER PLAN (6) 2x BLOCKING BETWEEN ALL TRUSSES W/(3) 16d NAILS PER BLOCK (7) WALL SHEATHING PER PLAN (8) WALL EDGE NAILING PER PLAN 1 2 3 4 5 6 7 8 STHD HOLD-DOWN BC TYPE POST CAP 1" = 1'-0" TYPICAL TRUSS TO WALL CONNECTION DETAILSTANDARD FOUNDATION REINFORCEMENT 1" = 1'-0" 4"8"4" 16" 8" VA R I E S 24 " T O 7 2 " 1 2 4 66 3 6"3" 12" 6" VA R I E S 24 " T O 7 2 " 1 2 4 3 3" 6 (1) 1/2"X10" ANCHOR BOLT SPACED PER SHEAR WALL SCHEDULE (72" MAX) (2) #4 HORIZONTAL TOP BAR WITHIN THE TOP 12" OF STEM WALL (3) #4 VERTICAL BAR WITH HOOK @ 48" O.C. ALTERNATE HOOK DIRECTION (4) #4 HORIZONTAL INTERMEDIATE BARS @ 12" O.C. (5) COLD JOINT BETWEEN FOOTING AND STEM (5) TWO #4 HORIZONTAL FOOTING BARS. #4 BAR SPLICES REQUIRE 24" OF OVERLAP 5 5 n.t.s. PPB POST BASE n.t.s. STHDRJ INSTALL n.t.s. SHEAR WALL SCHEDULE Mark# Wall Type Nails Pattern NOTES A 7/16" MIN. APA SHEATHING ONE FACE 8d 6" O.C. EDGE/12" O.C FIELD 1,2,3,4,8,9,13 B 7/16" MIN. APA SHEATHING ONE FACE 8d 4" O.C. EDGE/12" O.C FIELD 1,2,3,5,8,9,13 C 7/16" MIN. APA SHEATHING ONE FACE 8d 3" O.C. EDGE/12" O.C FIELD 1,2,3,6,8,9,10,13 D 7/16" MIN. APA SHEATHING ONE FACE 8d 2" O.C. EDGE/12" O.C FIELD 1,2,3,7,8,9,10,11,12,13 P PORTAL FRAME W/ HOLD-DOWNS 8d 3" O.C. ALL FRAMING 14 Shearwall Notes: 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) Mark# Seismic Capacity Wind Capacity A 255 plf 357 plf B 395 plf 553 plf C 505 plf 707 plf D 670 plf 938 plf Portal Frame w/ hold-downs based on Section and Figure 2308.6.5.2 IBC. Anchor bolts shall be 1/2" ø, 7" embedment, and 3"x3"x1/4" square washer at 2'-0" o.c. Anchor bolts shall be 1/2" ø, 7" embedment, and 3"x3"x1/4" square washer at 1'-0" o.c. One anchor bolt shall be provided within 12" of the end of each sill plate. Provide nominal 3x for common members. Hold downs and other connections may be required at the ends of any shearwall. Size and locations of these connections are indicated on the plans. In lieu of 3x framing member, built up member with 16d nails at 4" o.c. staggered can be used. Intermediate studs assumed spaced at 16" o.c. For intermediate framing members spaced at 24" o.c. field nailing will be increased to 6" o.c. Stagger nails on common framing members. Wood Panel nailing criteria and capacities based on SDPWS table 4.3A. All sheathing edges, blocking, and intermediate framing shall be 2x or wider framing. All studs and blocking shall be DF#2 U.N.O., all top and bottom plates shall be DF#2 U.N.O. Anchor bolts shall be 1/2" ø, 7" embedment, and 3"x3"x1/4" square washer at 4'-0" o.c. Anchor bolts shall be 1/2" ø, 7" embedment, and 3"x3"x1/4" square washer at 3'-0" o.c. 1 2 2 2 33 3 FOOTING PAD SCHEDULE L L * T ( M I N ) 1" = 1'-0" (1) FOOTING SIZE CALL-OUT (2) REBAR MAT & NUM OF LAYERS T= MINIMUM THICKNESS REQUIRED WITH ONE LAYER OF REINFORCEMENT. T= 0"-24" ONE LAYER T= 25"-36" TWO LAYERS T= 37-48" THREE LAYERS T > 48"-SEE FOOTING SPECIFIC DETAIL (3) VERTICAL REBAR (AS REQUIRED) FOOTING BEARING ASSUMED 1,500 PSF POSITIVE POST TO FOOTING CONNECTION REQUIRED * FOOTINGS OUTSIDE OF THE THERMAL ENVELOPE MUST HAVE BOTTOM OF FOOTING AT OR BELOW FROST DEPTH UNLESS NOTED SPECIFICALLY ON PLANS DUE TO SPECIFIC SITE CONDITION (I.E. NOTCHED INTO BEDROCK)n.t.s. 11 9 1 22334 5 7 8 11 12 (1) 3/4" T&G SUBFLOOR (2) JOISTS PER PLAN (3) INSULATION PER PLAN (4) BLOCKING (5) BEAM PER PLAN (6) BC CAP OR PLYWOOD GUSSET (7) POST PER PLAN (8) PB44 OR A35 POST TO FOOTING (9) ISOLATED FOOTING PER PLAN (10) NATIVE SOIL (11) 0.005 BLACK VISQUEEN VAPOR BARRIER (12) MIN CLEARANCE TO BOTTOM OF FLOORSYSTEM~18" (13) MIN CLEARANCE TO BOTTOM OF BEAM~12" 13 6 10 FLOORBEAM DETAIL 1" = 1'-0" 12 12 12 14 N/A 15 15 5.5 17 (2) #4 E.W. 18 18 6.0 20 (2) #4 E.W. 21 21 6.0 24 (2) #4 E.W. 24 24 6.5 28 (2) #4 E.W. 30 30 7.5 34 (3) #4 E.W. 36 36 8.5 41 (3) #4 E.W. 42 42 9.0 48 (4) #4 E.W. 48 48 10.0 55 (5) #4 E.W. 54 54 11.0 61 (6) #5 E.W. 60 60 12.0 68 (7) #5 E.W. MA R K MA R K ( 1 ) L D i m ( i n ) T T h i c k ( i n ) D e q u i l D i a m (i n ) 1 2 3 4 7 5 6 10 8 9 11 12 STRUCTRUAL DETAILS