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APPLICATIONS, CO, MULT DOCS - 07-00137 - 236 N 3rd E - Addition
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WW rn(A rn n Z Om c:O 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 oro vow a� 0 60 ,Z-= s � r � 3 ri- Ring z rip r o U z z m ° yr O el, v n r N �p I Ring ° z m np LL o IV o ro CID N 0 TO PHONE BOARD m z D D z I" o C m Z �7 rn Z 00 110 / J / M Ca ,". T N � i m rl n cn m ( z _ G 4 z 0 U w N Y z 7 ( X D GP D -n-n �; d Zc - C) U) m W II I • • TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX, INSULATE AND TAPE BACK AT END. r - - - - - - - - - - - - - - I I B+ - - - - -� �` - - - - B+ B- ------ - - - -B- cn o -- - - - - -- -� ( I ( I oC ;u ;0 s cn ;ir, n va z _+ r N� Q� Cn� z�g NN to z C0 o �0 zFi = Fnngy =z T -1 C r 0 r ALARM p TROUBLE n SUPERVISORY m A m do A O � n0 +, Q IV I� cf) rzj Z N N � � N ` N C) G Ii m o c m m m ^� r fC:7 r m c � n Z L14 o $ cn I m rn cn cn s co c;, N u co z z cn ° s a r rn rn O UI -n x z z v `n V C) cn L n C) of z z ' t=n 77) i t Co 5 W E S Z S Z v cr+ a I to I cn sn o � -• � c cn ' -n 2 co m 0 C�7 1�h -- S r te - m Cn m X Z O m 7n z v zz m e © °: n mz J m v 01 C/1 d Z A tNN�p�00D V U'l t7�A W N C g000,a0000000ao o V O O � b- •b yy cc V O yV C V � V Op��(7�NN WOO W 4DONV r go )P 0 0 a crcnsn .�•+• c� 2i842t M �roao..IrnaowN -• � ' y o _ oo v oo V O y o y o y Qa Cl ®cD �0 V � tO tD SD V O � CnPA io<ommm000 TiNgg�a PpJ �O� G O O 0 0 0 0� 0§ 1 0 41 F" N t V 9 i 7� V • r �- s I *A FIRE ALARM PLAN Z jl r O C r � U) _ 0 a N C"S s m m 0 c� a m �1 m m Q O C Z r rri G �m rn n� c m Z6 0= Z Iw o mX pp Z D C D �Z m a 4 C. m> !� z m. WW rn(A rn n Z Om c:O 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . 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WW rn(A rn n Z Om c:O 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 Z N N � � N ` N C) G Ii m o c m m m ^� r fC:7 r m c � n Z L14 o $ cn I m rn cn cn s co c;, N u co z z cn ° s a r rn rn O UI -n x z z v `n V C) cn L n C) of z z ' t=n 77) i t Co 5 W E S Z S Z v cr+ a I to I cn sn o � -• � c cn ' -n 2 co m 0 C�7 1�h -- S r te - m Cn m X Z O m 7n z v zz m e © °: n mz J m v 01 C/1 d Z A tNN�p�00D V U'l t7�A W N C g000,a0000000ao o V O O � b- •b yy cc V O yV C V � V Op��(7�NN WOO W 4DONV r go )P 0 0 a crcnsn .�•+• c� 2i842t M �roao..IrnaowN -• � ' y o _ oo v oo V O y o y o y Qa Cl ®cD �0 V � tO tD SD V O � CnPA io<ommm000 TiNgg�a PpJ �O� G O O 0 0 0 0� 0§ 1 0 41 F" N t V 9 i 7� V • r �- s I *A FIRE ALARM PLAN Z jl r O C r � U) _ 0 a N C"S s m m 0 c� a m �1 m m Q O C Z r rri G �m rn n� c m Z6 0= Z Iw o mX pp Z D C D �Z m a 4 C. m> !� z m. WW rn(A rn n Z Om c:O 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 S Z S Z v cr+ a I to I cn sn o � -• � c cn ' -n 2 co m 0 C�7 1�h -- S r te - m Cn m X Z O m 7n z v zz m e © °: n mz J m v 01 C/1 d Z A tNN�p�00D V U'l t7�A W N C g000,a0000000ao o V O O � b- •b yy cc V O yV C V � V Op��(7�NN WOO W 4DONV r go )P 0 0 a crcnsn .�•+• c� 2i842t M �roao..IrnaowN -• � ' y o _ oo v oo V O y o y o y Qa Cl ®cD �0 V � tO tD SD V O � CnPA io<ommm000 TiNgg�a PpJ �O� G O O 0 0 0 0� 0§ 1 0 41 F" N t V 9 i 7� V • r �- s I *A FIRE ALARM PLAN Z jl r O C r � U) _ 0 a N C"S s m m 0 c� a m �1 m m Q O C Z r rri G �m rn n� c m Z6 0= Z Iw o mX pp Z D C D �Z m a 4 C. m> !� z m. WW rn(A rn n Z Om c:O 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 A tNN�p�00D V U'l t7�A W N C g000,a0000000ao o V O O � b- •b yy cc V O yV C V � V Op��(7�NN WOO W 4DONV r go )P 0 0 a crcnsn .�•+• c� 2i842t M �roao..IrnaowN -• � ' y o _ oo v oo V O y o y o y Qa Cl ®cD �0 V � tO tD SD V O � CnPA io<ommm000 TiNgg�a PpJ �O� G O O 0 0 0 0� 0§ 1 0 41 F" N t V 9 i 7� V • r �- s I *A FIRE ALARM PLAN Z jl r O C r � U) _ 0 a N C"S s m m 0 c� a m �1 m m Q O C Z r rri G �m rn n� c m Z6 0= Z Iw o mX pp Z D C D �Z m a 4 C. m> !� z m. WW rn(A rn n Z Om c:O 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 00 - j 0 Ln ? (A N - n rn D Z > O c/) a70 I - F10ZDO r --4 C7 0 ,C rn D - n z S7 * v -� r r' rM '_� mc�o z ZGZ -ice C� �� 0 Z mF;z C cnm� Z� - x 2 :i ��, � WX -��0 > rn r m C2 -i 0 Z m -< Ln 7c g r =i t9 z m = > ,� m - z z - m mmo o r -<n ;z r— o Qt i� D = m 0 Z= n m O � n rn x Z LQ M y �� r� DID' CO nC�rO rcn= c7 O 0 , r- � m Z: - 0 r n M r -< 2 co MC C X C - c nD M_ mx4nx CZ C7Z Aj I m o D = O -= m Z�� � 4n N �, o (5 r -t o a z C � . CD C ©r > Z: r C Z ��'►I ; - n O G7,� C m m =yC �D C �N Z �.Z - --q C F D� O C7�xLO rn vm° m - o_" y �o 70 d --t D z �rn © O n m -Ir c AV) m zo z _ ��. n-�i 0 x � C � n � r i m �+-I m= a c a�'o�c�ny V) v 7p C D z i z CnA m M r O u, � c�� �n z z =Mcn V > O n '� m �' O c >. 1 C -i-1 n Z �p = C D m m O I m Z - rn > �Z o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 o . SECURITY SYSTEMS, INC. , tm � �� o c� � z a O _ D 71 ;_} m + At Z - - '!1 0 1 O:V� r m 6 t�i 2 C to � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 � A � C7nC� N v� F P mi m r-1 1 12 51 1m E 0 OR m oho m 0 m !Z 2 i m Z c Z z r O O m V) m z z - I -i r x 77 C) cn m p m 7> m V r , `` `~ © ° m D `m ° � O U) cn p K: m m a o � a o Z K rn n Q (1) * m m m (= I m ---1 Z f�"� m m N M -- I ;a o D Z m rn Z 0 Z r o v co a) co m 'm m m m m m U) m m m m m m m m m I I I I I I D Lrt LW C) o t�� N a O p X p ;;0 rn m mm C O < -< -< -G m - r- 6 co O O 0 r r r CC) Z r 8 Q m m m (�i © Q m 7 G7 I O ° z r f� m m m co U Z - m H co Co 00 -P 4 P 4 4 4E co co 0 o a E o P P a p o p p z m z C7 n n Z Z Z G) C7 z G7 G 7 Lo N O 1 I C C 70 m m C) G C) Q C7 I 1 I m V) O O 0 m m rn u o p -n -n LO L/) i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 i &ICU* A-1 East 3 34 No kkho 83442 7 MA 08 , • _1_��.= �.!� it LION DESCfT10N DATE 0 ISSUED FOR REVIEW & APPROVAL 6/29/2007 1 a o o Aza c o I O a ]�- 00 THESE PLANS, DRAWINGS AND DESIGNS ARE THE EXCLUSIVE PROPERTY OF ENGINEERING STRUCTURAL SOLUTIONS. AND SHALL NOT BE REPRODUCED IN ANY FORM W 1THOUT WRITTEN CONSENT. ALL RIGHTS ARE RESERVED. COPYRIGHT 2006 ENGINEERIN S R . NirIA( AnnITInNI CVICTINIr` CTDI I(`TI iRC Tn RFAAWNI -P O y � o o � A � y C l do c a x v O D� 4 >onD z a r D PO D z Z n m a m m � a x OOOCOOM O p PO O O F` D r M (*mc m m - m m 00 m r tm S nm Or O ux ��J K D Z O D my D z m > SS mm r n m m Ln a CA m _., A z Z O O z n D n D CL m Z Z Z (n Ui OZ J U D Z m m 5 C Z D W 0 Z vt cn Ln o N= A r G) m p 01 M D m L7 al m z m c D �_ C m n z x j O c7 m g = 1r OO = �= �r ZD Nr r Z_ Ln O rn o, o rm Om N v f \ m D D _ Z Z N C O +�-t m cc (z"� r cn M W O om rZn z CO v N D M m x CO O Q p m p Z < V) r n O � D m x 03 Z ➢ Z O C O an m m 0 m oc o O n - ti = r W r r 0 O - _+ n n= moc m m _ - fTl M m p' m p' m om + tt-- Z7 'n -i C� N > m O m 0 Z Z O O O C C `d O O D 'I \ D D = A O O D C N A O D A - 1 o O r n m r r m ; m ➢ r r m 0 D ZD ° m m p m ➢ 0 x �-I �7 m rp m p Z (n (n m z Z C O � O m A to m o O N -( C L0 n� r v> (n y 0 0 - m ° v' G S O m o = S n v z cn Z D = (n (n D r m = > ° = y D ° n @ r r rl m D D m D Z m O D= O m -+ r (n Z W 0 'n Am �7 rr n a ° 9 m = _� z ;0 m = ° c o n r ED m � �rn ul ((A U G7 W O D Ln D cf) W r D D D A O� z _ F m O D W\ O C S O -*( n o S m° O O m m r- m m D _ A m m = Z C) ( n v_ ° m° (n (— z z o ('7 o (� 7 rr D m D r m O D m n m O J D (.n D D m m o o D M D - <-) C1 rr*im D W DS �n O a a m °° m > —O O = D p D ED 1 CD O O Z mi 0 Ln r A .� m z O n � c O = z rn ' r (TI m D 0 C7D O _ Z ° V) O O 70 rri N N r D ° D m r --4 O m m C) c O O Z c 7 4 N r W cn n (n m m Oz = n= O m z mm mZ x D r n O m O ( Q IT a O O n rm Z m ° D z - 0 r�i C zz b p O A D -( D ;0 m m C r - p -i �J O m m rIl D D�s COiI� 3 (CnM IA Dr D Nm = m z7 z N w mi�MM Oi ml S m. cn Z r N m Q� of O oOMID ➢ ° Z ° rIn D o m z n C�°;-'DI, D r m Z Zn co O (n (n : A u� O O p7 m r S O Ul DDAQ C) G) ! n \��2 NV I n r m m m Z7 m m Z U) �� "O O m m m o =I- m � -( m ° rGS OOOCOOM C N � n CD O y --- - --- -- - O (n I- Ln a CA m _., n D CL m � D O vt D p 01 M 03 O m j O c7 m co O Q _ A N N v v v _ Z w m m W O z CO v N D M m x X X J O �0 N N 05 m O \ N x 03 x m U) O \ t o M C7 c r r W r r x m m _ - fTl > (n C r M Z 4, N N -+ REV. DESCRIPTION DATE N N N N O c0 Oo J M CJt N COQ cn - n " �z �D Ccn D—I O� C)Om 70 �n (n D �_ ZD " O CnO n O -0O X O M Z �7 - O O a m D Z = r �1 - r -i D O r O - O- `� n �l cn ° (n Z � r Z r Cn S� S� o � nC/) C 11_ �D Dz r F-9 cn r=K �rnm Orn Oz �= 00 C rT rn _ m I I �z� CO D cn n- o C cn� ° n �� - zz <� OD r - r i D ° x -- - O c'o) � z - - Cn Z �Z �I - rn D � Z7 �� (-n r� ZZ m C i r D z z - OK m� CO D a r- Da CDK Cn C �� r- �1 C7 (n O(n "a Om N z - F71 Cn �(.n a D (11 ro ° 0 �( On c� Z� O mD m� z�0 O DO cf) � + �O =� _ ° ( 7 - 1 M me Z DD O� �O O �!z N cn m O O' r x D DZrn QC r r mD Z- 0 =4 C/) m M �� O� cn - - rn -< z7Cn zOZm�J �� y _ Z' I ODa� z °n °� �cn � O °Qm zx "' °o_ = 00 ° z n O cn M i z Dom G� - - I r� - � O Z -i - = o� Z D cn G7 r a o? a o r , ( -,- ( D Z a D - D O O Z C O O r D - Z O C (, O -i Cn r n rn I z7 a UI C=5 Z v 1- N rn�J Cnm 70 O �D zC r� rn�7 M �D MCA �� rnCn OOOp� n D cnD _ NN= D S �7 rr i D D 70 ° z O c - r W D 71 D = = C n n - D = r-1 _ x Z d °� n c� m rn zD O z z� �z � y D o m� Z Z o°'� = CA cn z Z (n O� rn M ( D = = D r-q n r O° `L M ::E n� r fTl z OJ -I S ° O_ O cu D Z O - u = G D ° z n D G7 (n D Z m U7 -I rrl r ° Cn Z Cn cn— r [n D D C"7 n M r- O ® z cn r- 7 O m = =D - O zc r� ° � r� m o ZE cn D - -I G? m O cn m m � r - 1 16 O o =O O rn -0 cn ° � O a� O D cn cn - r'I D `L 70 C7 C O O .Z] O O * - 77 (D = Z C C7 N �. N O ° �7 r Z (n m D �rTi Z� �� z v o� D cn zO z 07) Z n � u O nr O D D rn -0 -� o = 0 m X D = � Z M z z 71 G-) o D Z z n r= m (n ti (n m D D Cn V Z O -i OJ C' O _{ r- C ° ° - C - rn D= m cn cn C Z = rn '° C y = M z z (J7 - (J Z (n X) m D rn -4 D - n O --1 m D O D � ° O -i �! o m z C - ) - cn iZ n z M n O (-n n Cn C7 M ° Z D (n ° C `L D M Ln O n o C D Z O cn -4 O O U) a cn M m rn _ D �? 0 z m - rl O �au D r m D D - 0 C Z z rn - - I M D r :CI N O-n C rn rn Z ° � 0 D ° O z D n D (-n CA O r p D n rn � � --I O D D C-) CD � r O Fri m ° z = n D m 0 cn z O �> m cn M C cn O rn z r C rn C Z ={ � -D m D - r a O NP D 70 CA s r 7a ° (� S Z 7J rn cn - o x C"7 CD (n - O = C _ r,-I a O n m - O O _ -i rr z n C cn M O n cn z ° (n � rn cn O v v D CA cn ri __ C rn z cn o� 70 z F9 n z n C7 _ (n Z O rn O C Z O ° C T D D O m OZ cn ® --I 70 --i M m -� D � m i to z cn CJ'i n CD ° M M S ° z C G7 (n cn Z � D D O O p - EZ - 1 (rnn m C7 O r � C XI r r '( z rn r c x O m O O z cn - _ c -_I r Z p ° M D = rn O Z o o cn :: E m C 1 r n rn O N O -I cn C r / D O� I m CA C= V O D 0 C �7 �D (D D C D C cn rr� B O O 1 ' = O r n Ccn can Z Z = m r O a z D � N D D r r7 � CA D m M a =< m m _, rn y rn OJ D 0 D ° m PROTECT: JUSTIN KOSTIAL 236 N. 3rd Easr REXBURG, IDAHO SHEET TITLE: ROOF FRAMING PLAN M r F ST r �_ .1_06200 ' RENAME 1 z A L 4943 NORTH 29TH EAST, STE A 0 IDAHO FALLS, IDAHO 83401 Phone: (208) 552 -9874 r Fax: (208) 552 -9302 S EAL: b� r �-3Yr 0 _yam b7 y I B34 I I 7o W A46 3 rn � I i � I Hi Ml Hi I D B12 , E W � � y Rmi m X 0 0 T -3 y- -pv f� o N X ° v S v c Z LZ 0 T N A 4 > N °1 Z H 0 m Oy P' * Z 2 0 � EO t o � v v v r Tt t c CL 7p N o - = n c m ya CC oz Z 3� n " o 0 G o{ 0 N? pa {Q, {-rl° -.41. v O ° - m Z r r 0 x'11 = O 0 � v p° 7D 0 0 3 �. � 3 'n m r to a o 3 .- v - i H 9 Q. 7 3 O< O < r S N N 1 C . - W 0D V) ° s^ wpb v a� ro p o 02 a a No �. w v° y r2 : 3'F�WO°�' CL o 1-4 o ti o ry Z ° A p _ D (n 3 N Z N j 3 UI 0 l0 :t QM O V m O O w f ° 70 < 3 _ r n N N A y O Z Z C N C l�C v f S 4 (A p O p N �) m e4 W 'o m N o d i $ a r A a 3 3 °o a a p ° ° z 0 p C e w < Z a o - N a x p� n y W ti 0 NaoQ 03 m {w o o �' ° — v p cn;�F{x rt� ao 3 o�vo0m v n.° 3 o c „ w fF m O W a m 0 tp m w� �' -� i g o z = a1 R :3 qQ� NX T� o Q o � cr 1 3 °— a ° °a u'G —n o �a a _ { o V m � W Er M 3 O m Z m t .( a 7D � N.pv, v A - 3 k � a � S C \ V 1414 - V N - 00 OD OD OD n m i�i -�r��j v � Ul N � U1 \N N_N_ ao 000 0 Z O v �m � m���y W a �3 G' 3 G � 0. r N r "O rs+ rr �+r N I� V o� �-- V V .- rNV I I I I I I I I r1 .---- I I I 1 11111111111111111 I 11 I I II 11 0 i I I I i I I I I I I I I I I I II II I I I I I I I I I I i i II it I I i I I I I i II it 11 it I I 1 I II II II i � II it 11 rn 1 n D It II A II brn " ii � r ii II � II I I II O II 11 II II z II I I i I I I I I r7 I � I n� I I II IIIIIIIIIIII it II IIIIIIIIIIII II Il lllllllfllll II ° II IIIIilllllll II �I_IJJ11111LL 1 I I I I I i I II " II II � r II II rn � II it rn �� I I rn 11 r II rn 1I { II 11 I I b En �. b N I r---- - - - - - -I I rn I I r — �� rn D O jr z N O O m drn 'r rn D O N z 1 � � A _ 17 r r7i r F z` � 2 rn r z N � A D A U A Um N - D CvrnA 2> A �x x �D Z �z r z rn rn k > NOAA Zrna m3 33D N Q mIU, S N m �x d- 3 Ar •-✓ m D A O rna A �n D AC 90 Q A �A �_ o Z rn0 N O O i o —I O �N ° U N m a� N m O pi 111 .J 4'0X4'0 4'0X4'0 � xl xi b � I 3 , 0 Q N _ � N J � O I O m A � O 1 A - I O N I U I I O I o I I x I I N 11! v! 3 0X9 0 3 0X3'0 M0 DM I I I i ®I ®� m LL I 6 z ®i m I I I p I I 0 —J I' E r U Vt Q o I I UJ Uf I I a ia'oxe'o .A O B EAM — — O O �- d. p, o U1 N u� Q U ul "XI U A J I - --, I I.n III z III O III � 3 III p Iw omo II X1 k W u Z N Qz � ul 0` A I I I 1 I n N cp r I I ? 6` N N U I O r z C h u A �1 br- n C) ticp 'D r^ -Ti SJ 07 a 4 rss Z 0 �n N r O z 0 r z 0 O N v A p < b O N A �c m N"� rz z Z 0 �n N r O z 0 N v IC' N rn A 1I 11 C z D O z r D z cu 0 O c>r N O N ------------- -------- - - --- I I I I I I i l i � I II I I I' I I..I I I Ii I I L - - -- L - - - -- � m N 0 Z O N z z a ((( r O A ------------- -------- - - --- I I I I I I i l i � I II I I I' I I..I I I Ii I I L - - -- L - - - -- � m N 0 Z O N a . _ { . a \% \ \ 3\ P X M $ b ■ lz F � � � a \ ) § k / > � § 2a r / \ / 2 ( , lz j \ \ \ ; / _ 0 - n & $\?$ k\ ƒ 0 { * *� 9 ® > 2$/$¢) 2 ° o,r =■ Z N ( $ G 2«/ / z( � / /$ \ r-j ° % as \ § /0 g= $ / > \ ƒ e . c \ o � � \ , \ I q � a � KI _ N 2 � � . � � 4 �m Z � M $ b ■ lz F � � � a \ ) § k / > � § 2a r / \ / 2 ( , :\ � * ; $ ƒ \ ( 7 \ z ° % as \ § /0 g= $ / > \ ƒ e o \ ) ƒ c \ o \ / ® � \ , \ I q ) KI _ / 2 \ �m � k m M $ b ■ lz F � � � a \ ) § k / > � § 2a r / \ / 2 ( � * ; $ ƒ � § / \ � • • 13 -0 -0 , 32 -0 -0 0 0 Ln N O O N M 31 -0 -0 236 N 3rd E- Kostial Addition 07 00137 AMIT TRUSS ,LOWSTONE DO IT CENTER ;TIN KOSTIAL 1311 MAR 2 8 2007 0 0 N O O O O N CITY O F REXEURG CG m �g 1 m O O AG 31 -0 -0 236 N 3rd E- Kostial Addition 07 00137 AMIT TRUSS ,LOWSTONE DO IT CENTER ;TIN KOSTIAL 1311 MAR 2 8 2007 0 0 N O O O O N CITY O F REXEURG Job Truss ype Qty Ply STONE- JUSTIN KOSTIAL 1311 A COMMON 10 1 Job Reference (optional Summit 7 gugS2st Anthony, ID, Mark Mangum 6..'619 y2lul 112006 MiTek Industries, Inc. Tue Mar 27 10:19:06&0072 Page 1 2 -6 -0 5 -5 -9 9 -10 -3 14 -2 -12 1 18-4 -6 22 -6 -0 1 26 -7 -10 30 -9 -4 i 35 -1 -13 i 39 -6 -7 45 -0 -0 47 -0 -0 2 -0 -0 5 -5 -9 4 -4 -9 4-4 -9 4 -1 -10 4 -1 -10 4 -1 -10 4 -1 -10 4-4 -9 4 -4 -9 5 -5 -9 2 -0 -0 Scab = 1:78. 56= 300 12 8 318 418 r 7 9 ZA 11 2(4 11 8 10 314 314 34 5 11 318 214 4 M 12 214 i 3 13 1 2 14 �1 418 = 22 21 20 19 18 17 16 314= 418 5)6 M 518= 314= 15 36 = 8 -1 -2 8 -1 -2 8 -1 -2 7 -7 -14 14 -2 -12 22 -6 -0 30 -9-4 37-4 -2 45 -0 -0 7 -7 -14 6 -6 -14 8 -3 -4 8 -3-4 6 -6 -14 7 -7 -14 Plate Offsets X, 2:0- 3.4,0 -0-2 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /dell Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.3321-22 >999 360 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.5721-22 >648 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.10 17 n/a n/a BCDL 8.0 Code IRC2003/TP12002 (Matrix) Wind(LL) 0.2021-22 >999 240 Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2 -6-5 oc purlins. BOT CHORD 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4 -10-7 oc bracing. B1 2 X 4 SPF 165OF 1.5E WEBS 1 Row at midpt 9-17 WEBS 2 X 4 SPF Stud REACTIONS (lb /size) 2=1495/0-&8,17=3090/0-5-8,14=347/G-5-8 Max Horz 2=- 102(load case 4) Max Uplitt2=- 392(load case 5), 17=- 493(load case 6), 14=- 207(load case 4) Max Grav2= 1495(load case 1), 17= 3090(load case 1), 14= 587(load case 10) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/41, 2- 3=- 3947/820, 3-4 =- 35091696, 4- 5=- 3464102, 5-6 =- 2397/525, 6-7 =- 2392/569, 7 -8 =- 710/206, 8-9= 709/211, 9-10 =- 326/2286, 10-11= 359/2295, 11- 12=- 276/1221, 12- 13=- 281/1205, 1314 =- 505/1079, 14-15 =0/41 BOT CHORD 2- 22 822 - 22 = 657/3079,20 -21 =- 268/1441,19 -20 =- 268/1441,18.19 =- 300/143,17 -18 =- 300/143,16 -17 =- 1353/327,14 -16 =- 1029/434 WEBS 322 =- 453/178, 5-22 =- 14/427, 5-21 =- 921/244, 6-21 =- 357 / 142, 7 -21= 264/1257, 7 -19 =- 1206/330, 8-19 =- 90/107, 9-19 =- 227/1421, 9.17 =- 2817/498, 10 -17 =- 392/148, 11 -17 =- 966/253, 11- 16=- 34/547, 1316 =- 617/206 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 2, 493 lb uplift at joint 17 and 207 lb uplift at joint 14. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Job Tru ss We Q ty Ply STONE - JUSTIN KOSTIAL Al COMMON 6 1 Job Reference (optional Summit Tgug52St Anthony, ID, Mark Mangum 6.300 s Jul 112006 MiTek Industries, Inc. Tue Mar 27 10:19:0772 Page 1 2 -6 -0 5 -5 -9 9 -10 -3 14 -2 -12 1 18 -4 -6 22 -6 -0 1 26 -7 -10 30 -9 -4 i 35 -1 -13 39 -6 -7 45 -0 -0 47 -0 -0 2 -0 -0 5 -5 -9 4 -4 -9 4 -4 -9 4 -1 -10 4 -1 -10 4 -1 -10 4 -1 -10 4 -4 -9 4 -4 -9 5 -5 -9 2 -0 -0 Sale = 1:78. 510 = 3.00 12 8 34 ; 3a = 7 9 2x4 11 214 11 8 10 3x4 % 3x4 5 it 31�r 214 1 4 12 2x4 G 3 13 2 1 2 1 14 18 d 412 = 22 21 20 19 18 17 16 &4= 418 = 7x14 Mr20H Wa= JA= 7x14 MT20H WB= 44 = 3x4 = 4x12 = 8 -1 -2 8 -1 -2 7 -7 -14 14 -2 -12 22 -6 -0 1 30 -9-4 37-4 -2 45 -0 -0 7 -7 -14 6 -6 -14 8 -3-4 8 -3-4 6 -6 -14 7 -7 -14 Plate Offsets X )O: [2:0-1-7,0-G-2],[14:0-1-7,G-0-2 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.73 Vert(LL) -1.01 19 >529 360 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -1.7619-21 >303 180 MT20H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.43 14 n/a n/a BCDL 8.0 Code IRC20031TP12002 (Matrix) Wind(LL) 0.51 19-21 >999 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 OF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc pudins. BOT CHORD 2 X 4 DF 210OF 1.8E 'Except* BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. B2 2 X 4 SPF 165OF 1.5E WEBS 2 X 4 SPF Stud REACTIONS (lb /size) 2= 2466/0 -5-8, 14= 2466/0 -5-8 Max Horz 2= 102(load case 3) Max Uplift2=- 537(load case 5), 14=- 537(load case 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/41, 2 -3=- 7620/1369, 3-4 =- 7273/1260, 4-5 =- 7242/1267, 5-6 =- 6299/1108, 6-7 =- 6295/1152, 7 -8 =- 4657/802, 8-9 =- 4657/802, 9-10 = 6295/1152,10 -11= 6299/1108,11 -12 =- 7242/1267,12 -13 =- 7273/1261,13 -14 =- 7620/1370,14 -15 =0/41 BOT CHORD 2- 22=- 1343/7298, 21- 22=- 1208/6812, 20 -21 =- 830/5247, 19 -20 =- 830/5247, 18- 19=- 742/5247, 17- 18=- 742/5247, 16 -17 =- 1119/6812, 14- 16=- 1255!1298 WEBS 3-22 =- 367 / 158, 5-22= 0/363, 5-21 =- 885/236,6 -21 =- 360/143,7 -21 =- 259/1232,7 -19 =- 1181/324,8 -19 =- 274/1852, 9.19 =- 1181/324, 9-17 =- 259/1232, 10 -17 =- 360/143,11 -17 =- 885/237,11 -16 =- 0/364, 1316 =- 367/159 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category Il; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 537 lb uplift at joint 2 and 537 lb uplift at joint 14. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss pe city Ply STONE - JUSTIN KOSTIAL 1311 AG GABLE 1 1 Job Reference (optional Summit TgUJ32St Anthony, ID, Mark Mangum 6.300 s Jul 112006 MiTek Industries, Inc. Tue Mar 27 10:19:08 2007 Page 1 -24-0 22 -6 -0 45 -0 -0 47 -0 -0 2 -0 -0 22 -6 -0 22 -6 -0 2 -0 -0 Scale = 7:78. Sa6 = 3.00 12 12 13 0 14 9 15 8 16 31S B V 5 V3 13 18 �\ 5 79 3 4 1 2021 7 2 22 1 23 . 3,5 = 42 41 40 39 38 37 36 35 34 33 3231 30 29 28 2I 26 25 24 3,0 = 3a6 = 8 -1 -2 45 -0 -0 45 -0 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.71 Vert(LL) 0.02 23 n/r 180 MT20 1971144 TCDL 8.0 Lumber Increase 1.15 BC 0.31 Vert(TL) 0.06 23 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.01 22 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 172 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb /size) 2= 480/45 -0-0, 33= 201/45 -0-0, 34= 204/45 -0-0, 36= 204/45 -0-0, 37= 203/45 -0-0, 38= 207/45 -0-0, 39= 189/45 -0-0, 40= 267/45 -0-0, 41 =- 50/45 -0-0, 42= 665/45 -0-0, 32= 204/45 -0-0, 30= 204/45 -0-0, 29= 203/45 -0-0, 28= 207/45 -0-0, 27= 189/45 -0-0, 26= 267/45 -0-0, 25= -50/45 -0-0, 24= 665/45 -0-0, 22= 480/45 -0-0 Max Horz2=- 102(load case 4) Max Uplift2=- 162(load case 5), 34=- 48(load case 3), 36=-51 (load case 5), 37=- 50(load case 3), 38=- 50(load case 5), 39=- 48(load case 3), 40=- 59(load case 5), 41=- 50(load case 1), 42=- 134(load case 3), 32=- 47(load case 4), 30=- 52(load case 6), 29=- 50(load case 4), 28=-51 (load case 6), 27=- 48(load case 4), 26=- 59(load case 6), 25=-50(load case 1), 24=- 134(load case 4), 22=- 173(load case 6) Max Grav2= 480(load case 1), 33=201 (load case 1), 34= 212(load case 9), 36= 204(load case 1), 37= 203(load case 9), 38= 207(load case 1), 39= 189(load case 9), 40= 267(load rase 1), 41= 2(load case 6), 42= 665(load case 9), 32= 212(load case 10), 30= 204(load case 1), 29= 203(load case 10), 28= 207(load rase 1), 27= 189(load rase 10), 26= 267(load case 1), 25= 2(load case 5), 24= 665(load case 10), 22= 480(load case 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/40, 2- 3=- 82/67, 3-4 =- 63181, 4-5 =- 52/86, 5-6 =- 13/91, 6.7 =- 28/107, 7 -8= 25/120, 8-9 =- 26/134, 9-10 =- 26/148, 10.11 =- 26/162, 11 -12 =- 26/176, 12 -13 =- 26/173,13 -14 =- 26/152, 14-15=-26/130,15-16=-26/109, 16-17=-25/87,17-18=-28/67, 18 -19 =- 13142, 19- 20=- 52/37, 20 -21 =- 63/33, 21- 22=- 72167, 22 -23 =0/40 BOT CHORD 2-42 =0/89, 41-42 =0/89, 40.41 =0/89, 39-40 =0/89, 38-39 =0/89, 37 -38 =0/89, 36-37 =0/89, 35- 36= 0/89, 3435 =0/89, 33-34 =0/89, 32 -33 =0/89, 31 -32 =0/89, 30-31 =0/89, 29-30 =0189, 28-29 =0/89, 27 -28 =0/89, 26-27 =0/89, 25-26 =0189, 2425 =0/89, 22 -24 =0/89 WEBS 12- 33=- 169/0, 11 -34 =- 180/68, 10- 36=- 172!70, 9-37 =- 172/69, 8-38 =- 174170, 7- 39=- 162/66, 6-40 =- 217/84, 5-41= 0/22, 3-42 =- 523/189, 1332 =-180/66, 1430 =- 172!71, 1'5-29 =-172/69, 16 -28 =- 174/70, 17 -27 =- 162/66, 18 -26 =- 217/84, 19-25= 0/22, 21 -24 =- 5231189 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2 -0-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 Ito uplift at joint 2, 48 lb uplift at joint 34, 51 lb uplift at joint 36, 50 Ito uplift at joint 37, 50 lb uplift at joint 38, 48 lb uplift at joint 39, 59 lb uplift at joint 40, 50 lb uplift at joint 41, 134 lb uplift at joint 42, 47 lb uplift at joint 32, 52 lb uplift at joint 30, 50 lb uplift at joint 29, 51 lb uplift at joint 28, 48 lb uplift at joint 27, 59 lb uplift at joint 26, 50 lb uplift at joint 25, 134 lb uplift at joint 24 and 173 lb uplift at joint 22. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Taus pe Qty Ply STONE- JUSTIN KOSTIAL 1311 B FINK 6 1 Job Reference o Zonal &,lrirPit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 112006 MiTek Industries, Inc. Tue Mar 27 1 P619jp 2007 Page 1 6 -9 -8 12 -6 -0 18 -2 -8 25 -0 -0 27 -0 -0 6 -9 -8 5 -8 -8 5 -8 -8 6 -9 -8 2 -0 -0 US = 3 3.00 12 2x4 , 214 G 2 4 5 b 6 9 8 7 418 = 34 = 36 = 3.4 = 4x3 = 8 -1 -2 8 -1 -2 8 -8 -5 16 -3 -11 25 -0 -0 8 -8 -5 7 -7 -5 8 -8 -5 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.37 7 -9 >796 360 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.97 Vert(TL) -0.64 7 -9 >459 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horc(TL) 0.14 5 n/a n/a BCDL 8.0 Code IRC2003rrP12002 (Matrix) Wind(LL) 0.19 7 -9 >999 240 Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2 -1 -2 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E *Except* BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. B22X4 SPF No.2 WEBS 2 X 4 SPF Stud REACTIONS (lb /size) 1=1243/0-5-8,5=1455/G-5-8 Max Horz 1=- 75(load case 4) Max Upliftl=- 233(load case 5), 5=- 350(load case 6) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1-2=-3786/708,2-3= 32821570,3-4=-3224/522,4-5=-3709/648,5-6=0/41 BOT CHORD 1-9=-671/3600,8-9=-362/2464,7-8=-362/2464,5-7=-553/3520 WEBS 2- 9=- 666/258, 3-9 =- 145/904, 3-7 =- 106/838, 4-7 =- 632/237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category Il; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 233 lb uplift at joint 1 and 350 lb uplift at joint 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job pe Q STONE- JUSTIN KOSTIAL 1311 FINK �Bl Job Reference (optional &Mlt Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Tue Mar 27 10:19:09 2007 Pg"M 1 6-9-8 12 -6 -0 18 -2 -8 25 -0 -0 6 -9 -8 5 -8 -8 5 -8 -8 6-9-8 Smb =1:39. 5,0 = 3 3.00 12 2W 0 2A 2 4 1 5 4A= 8 5 315 = 315 316 4�= 8-1-2 8 -1- 8-8-5 16 -3 -11 25 -0 -0 8 -8 -5 7-7 -5 8 -8 -5 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.83 Vert(LL) - 0.36 6-8 >820 360 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.64 1 -8 >459 180 BCLL 0.0 Rep Stress Incr YES WE 0.39 Horz(TL) 0.14 5 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Wind(LL) 0.18 8 >999 240 Weight: 75 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2 -0-13 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 8.6-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb /size) 1=1252/0-5-8,5=1252/0-5-8 Max Horz 1= 47(load case 3) Max Upliftl=- 234(load case 5), 5=- 234(load case 6) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 38191713, 2 -3 =- 3314/575, 3-4 =- 3314/575, 4- 5=- 3819!714 BOT CHORD 1 -8 =- 688/3632, 7 -8 =- 379/2499, 6-7 =- 379/2499, 5-6 =- 648/3632 WEBS 2-8=-667/258,3-8=-145/903, 3-6=-145/903,4-6=-667/259 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 1 and 234 lb uplift at joint 5. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI7TPI 1. LOAD CASE(S) Standard Job Truss pe Qty Ply STONE- JUSTIN KOSTIAL 1311 BG GABLE 1 1 Job Reference (optional &"it Truss, St-Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Tue Mar 27 10:19:10 2007 Page 1 12 -6 -0 25 -0 -0 27 -0 -0 12 -6 -0 12 -6 -0 2 -0 -0 3oele = 143.1 4X4 = s 3.00 12 4 6 3 T 2 T 8 T T 0 9 d 10 3W 8-1-2 25 -0 -0 25 -0 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) 0.02 10 n/r 180 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.38 Vert(TL) 0.06 10 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 9 n/a n/a BCDL 8.0 Code IRC2003/TP12002 (Matrix) Weight: 77 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb /size) 1= 266/25 -0-0, 14= 168/250 -0, 15= 285/25 -0-0, 16=- 107/250 -0, 18= 748/25 -0 -0, 13= 271/25 -0-0, 12= -52/25 -0-0, 11= 665/25 -0-0, 9= 480/25 -0-0 Max Horz 1=- 75(load case 4) Max Upliftl=- 52(load case 5), 15=- 69(load case 3), 16=- 108(load case 9), 18=- 183(load case 3), 13=- 60(load case 4), 12=- 52(load case 10), 11=- 134(load case 4), 9=- 181(load case 6) Max Gravl= 266(load case 1), 14= 168(load case 1), 15=291 (load case 9), 16= 25(load case 3), 18= 748(load case 9), 13= 277(load case 10), 12=1 (load case 5), 11= 666(load case 10), 9= 480(load case 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1- 2=- 66!72, 2- 3=- 67/82, 3-4 =- 10/86, 4-5 =- 28/102, 56 =- 27/100, 6-7 =- 12/75, 7 -8 =- 61/68, 8-9 =- 71/68, 9-10 =0/40 BOT CHORD 1 -18 =0/56, 17 -18 =0/56, 16-17 =0/56, 1516 =0/56, 14-15 =0/56, 13-14 =0/56, 12 -13 =0/56, 11- 12= 0/56, 9-11 =0/56 WEBS 514 =- 148/13, 4-15 =- 232/89, 3-16= -8/44, 2- 18=- 564/213, 6-13 =- 226/85, 7- 12= 0/22, 8-11 =- 523/189 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2 -0-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 1, 69 lb uplift at joint 15, 108 lb uplift at joint 16, 183 lb uplift at joint 18, 60 lb uplift at joint 13, 52 lb uplift at joint 12, 134 lb uplift at joint 11 and 181 lb uplift at joint 9. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss T YE TONE - JUSTIN KOSTIAL 1311 BSG GABLE FPly 1 Job Reference (optional §unit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries, Inc. Tue Mar 27 10:19:11 2007 Page 1 12-6-0 25 -0 -0 12 -6 -0 12 -6 -0 sml. =1:39. 44= 5 4 8 3,00F1_2 3 T 2 ST ST, 8 ST T . e 9 3)s _ 3w1= 31S _ 8-1-2 25 -0 -0 25 -0 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.79 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.38 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 9 n/a n/a BCDL 8.0 Code IRC20031TP12002 (Matrix) Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb /size) 1= 266/25 -0-0, 9= 266/250 -0, 13= 165/25 -0 -0, 14= 285/250 -0, 15 =- 107/25 -0-0, 17= 748/25 -0 -0, 12= 285/25 -0-0, 11=- 107/25 -0-0, 10= 748/25 -0 -0 Max Horz 1=- 47(load case 4) Max Uplift1= 51(load case 5), 9=- 55(load case 6), 14=- 69(load case 3), 15=- 108(load case 9), 17=- 183(load case 3), 12=- 69(load case 4), 11=- 108(load case 10), 10= -183(load case 4) Max Grav1= 266(load case 1), 9= 266(load case 1), 13= 165(load case 1), 14= 291(load case 9), 15= 25(load case 3), 17= 748(load case 9), 12= 291(load case 10), 11= 25(load case 4), 10= 748(load case 10) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 67/72, 2- 3=- 67/68, 3- 4=- 11!73, 4-5 =- 28/89, 56 =- 28/87, 6-7 =- 11/61, 7 -8 =- 67/58, 8-9= -67/72 BOT CHORD 1 -17 =0/41, 16-17 =0/41, 1516 =0/41, 14-15 =0/41, 13-14 =0/41, 12 -13 =0/41, 11 -12 =0/41, 10.11= 0/41, 9-10 =0/41 WEBS 513 =- 146/15, 4-14= -232/89, 3-15= -8/44, 2- 17=- 564/213, 6-12 =- 232189, 7- 11=- 8/44, 8-10 =- 564/213 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2 -0-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1, 55 lb uplift at joint 9, 69 lb uplift at joint 14, 108 lb uplift at joint 15, 183 lb uplift at joint 17, 69 lb uplift at joint 12, 108 Ito uplift at joint 11 and 183 lb uplift at joint 10. 10) This truss is designed in accordance with the 2003 Intemabonal Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss T e Qty Ply Y STONE - JUSTIN KOSTIAL 1311 C COMMON 1 4 Job Reference o tional &HrtrPit Truss, St Anthony, ID, Mark Mangum 6.300 s Jul 11 2006 MiTek Industries Inc. Tue Mar 27 10:19:12 2007 Peaw1 ` 4 -6 -12 8-4 -8 1 12 -2-4 16 -0 -0 1 19 -9 -12 23 -7 -8 27 -5 -4 32 -0 -0 4 -6 -12 3 -9 -12 3 -9 -12 3 -9 -12 3 -9 -12 3 -9 -12 3 -9 -12 4 -6 -12 scale � 1 so. 5x8 II 5 3.00 12 41 _ 44, 4 8 4.4, 44 �1 4x12 = we W 42121 3x411 2 W4 yy 8 W2 17 9 18 d 4.41 4x8 15 14 13 12 11 70 Bxe� 214 11 49 = 4xfi = 8x8 = 4x8 = 4x8 = 2x4 11 3x4 8 -1 -2 8 -1- 4 -6 -12 8 -4 -8 12 -2-4 16 -0 -0 1 19 -9 -12 1 23 -7 -8 27 -5-4 32 -0 -0 4 -6 -12 3 -9 -12 3 -9 -12 3 -9 -12 3 -9 -12 3 -9 -12 3 -9 -12 4 -6 -12 Plate Offsets X, [1:1-6-0.0-3-81, 1:2 -2- 0,0.2 -4 1:0- 1-4,Ed e , (2:D-2-0,0-0-41, 8:0- 2- 0,0 -0-4 , [9:0-4-0,0-3-4j, 9:1- 312,Ed a 13:0- 4- 0,0 -5.4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.92 Vert(LL) -0.5812-13 >652 360 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 1.00 Vert(TL) -0.9812-13 >387 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.24 9 n/a n/a BCDL 8.0 Code IRC2003frPI2002 (Matrix) Wind(LL) 0.3413-14 >999 240 Weight: 683 lb LUMBER BRACING TOP CHORD 2 X 6 DF SS TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc puriins. BOT CHORD 2 X 6 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 4 SPF Stud 'Except` W7 2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF No.2 2 -0-9, Right 2 X 4 SPF No.2 2 -0-9 REACTIONS (lb /size) 1=1085310-5-8,9=10853/0-5-8 Max Horz 1= 57(load case 3) Max Upliftl=- 2340(load case 5), 9=- 2340(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 17=- 36422!7800, 2- 17=- 36420!7809, 2- 3=- 34633/7417, 34 =- 2850416093, 4-5 =- 23320/4971, 5-6 =- 23320/4971, 6-7= 2850416093, 7 -8 = 34633 / 7417, 8 -18 =- 36419/7813,9.18 =- 36422/7805 BOT CHORD 1 -16 =- 7605/35330, 15 -16 =- 7605/35330, 14 -15 =- 7227/33781, 1314 =- 5846/27580, 12- 13=- 5798/27580, 11- 12=- 7178/33781, 10 -11 =- 7561/35330 ,9 -10 =- 7561/35330 WEBS 2- 16=- 264/1358, 2 -15= 1714/394, 315 =- 680/3292, 314 =- 6966/1551, 4-14 =- 1104/5198, 4-13 =- 6211/1392, 5-13 =- 2157/10241, 6-13 =- 6211/1393 ,6- 12 1104 - 12 =- 6966/1551,7 -11 =- 681/3292,8 -11 =- 1714/399,8 -10 =- 264/1358 NOTES 1) 4 -ply truss to be connected together with 10d (0.131 "x3 ") nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0.4-0 oc. Webs connected as follows: 2 X 4 - 1 raw at 0-9-0 oc. Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2 -0-0 on center. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2340 lb uplift at joint 1 and 2340 Ito uplift at joint 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Girder carries tie-in span(s): 25-0.0 from 0.0-0 to 32 -0-0 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.15, Plate Increase =1.15 Uniform Loads (plf) Vert: 1- 17 = -70, 5-17 = -86, 5-18 = -86, 9- 18 = -70, 1- 9=- 602(F= -586) Job Truss TWO Qty Ply YE TONE- JUSTIN KOSTIAL 1311 CG GABLE 1 1 Job Reference o tional Summit True, fttnthony, ID, Mark Mangum 6.300 s Jul 112006 MiTek Industries, Inc. Tue Mar 27 10:19:13 2007 Page 1 -2 -6-0 16 -0 -0 32 -0 -0 34 -0 -0 2 -0 -0 16 -0 -0 16 -0 -0 2 -0 -0 Swie> 1:57. 4x4 = 8 7 9 3.00 12 a 10 5 4 T 12 3 T T 13 T T 2 14 d 1 15 3W = 4 54 = 8 -1 -2 32 -0 -0 32 -0 -0 Plate Offsets X, 23:0 -3- 0,0.3 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.58 Vert(LL) 0.01 14-15 n/r 180 MT20 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.26 Vert(TL) 0.03 15 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 14 n/a n/a BCDL 8.0 Code IRC2003/TPI2002 (Matrix) Weight: 109 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb /size) 2= 464/32 -0.0, 21= 201/32 -0-0, 22= 206/32 -0-0, 23= 191/32 -0-0, 24= 255/32 -0-0, 25 =2/32 -0-0, 26= 589/32 -0-0, 20= 207/32 -0-0, 19= 192/32 -0-0, 18= 254/32 -0-0, 17= 2/32 -0-0, 16=589/32-0-0,14=463/32-0-0 Max Horz 2=- 78(load case 4) Max Uplift2=- 167(load case 5), 22=-51 (load case 3), 23=- 49(load case 5), 24=- 56(load case 3), 25=-21 (load case 5), 26=- 114(load case 3), 20=- 50(load case 4), 19=- 50(load case 6), 18=- 57(load case 4), 17=-21 (load case 6), 16 =-114(load case 4), 14=- 175(load case 6) Max Grav2= 464(load case 1), 21= 201(load case 1), 22= 214(load case 9), 23= 191(load case 1), 24= 255(load case 9), 25= 2(load case 1), 26= 589(load case 9), 20= 215(load case 10), 19= 192(load case 1), 18= 254(load case 10), 17= 2(load case 1), 16= 589(load case 10), 14= 463(load case 1) FORCES (lb) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/40, 2- 3= 71/58, 3-4 =- 58/79, 4-5 =- 17/86, 5-6 =- 30/101, 6-7 =- 24/114, 7 -8 =- 24/127, 8-9 =- 25/125, 9-10 =- 24/103, 10-11=-26/82,11-12=-13/58, 12- 13= 53148,13 -14 =- 66/62, 14-15 =0/40 BOT CHORD 2 -26 =0/67, 25-26 =0/67, 24-25 =0/67, 2324 =0/67, 22 -23 =0/68, 21 -22 =0/68, 20-21=0/68,19-20=0/68,18-19=0/68, 17 -18 =0/68, 16-17 =0/68, 14-16 =0/68 WEBS 8.21 =- 169/10, 7- 22=- 182/70, 6-23 =- 163/67, 5-24 =- 209/81, 4-25 =- 21/22, 326 =- 468/168, 9-20=-182169,10-19=-164/67, 11 -18 =- 209/81, 12 -17 =- 21/22,13 -16 =- 468/168 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2 -0-0 oc. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2, 51 lb uplift at joint 22, 49 lb uplift at joint 23, 56 lb uplift at joint 24, 21 lb uplift at joint 25, 114 lb uplift at joint 26, 50 lb uplift at joint 20, 50 lb uplift at joint 19, 57 lb uplift at joint 18, 21 lb uplift at joint 17, 114 lb uplift at joint 16 and 175 lb uplift at joint 14. 10) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI I. LOAD CASE(S) Standard 0 C m 0 Z O m � v 0 17 ID :3 -5 0 m 3 ID CD av n m LD M N O n � � a I N O ��a m =2v C L0 n 0 cn m o N p to co o CD � a - ° m CL 3 CD n 3 0 0 0 m CD 7 a N 0 o c 0 �,.�_� o n Z 0 cn � 0 0 v O u) O p_ C N p fD 0 0 m a o F N y N N N — a -O O 0 -' 0 7 N N � Q. N 3 0 7 W p p a O p n : 0 O G x 3 N CD p 0 n y M C T ou V X c D Z Z r' v r m D -I m F v ^ Z ^ CO) _ m W C 7 7 N C 0 1 N C CD ppa W !Z -a rt (D (G O (D (Q N. ID K N tr 'ti O �co N >3 O CD r- 0 C 3. m 0 N n O 3 3 (D 0 O Q 43 C. (D � (D oy(�i(° c_ m 2.0 CL m 0- - < U) (�D N = O . 7 -� 2 r m fl. O (D W 0 (D 3 O Sr R S O O0. CD *CD rt� Q O N 0 �, O f1 o (G 5 o m Q 3 = Q -h Q O O N (D C) -n 0 z m n n O O Z Z i M n C q 0 O Z o C N CD w Z w a m O U) F Q CL O C- 0 W g m N W Z W Q m D -� W W V O> Ul � ni m 'n (n � p 5 m TI n o' � - Il r Z cn A W N -� N (7 p M m tp X 7 O N 11 ;10 V1 - n ;p CO) "� w m °' c n p1 n - cc m cn 0 = o D� _ �.(� m 5 m z. CD :3 O y Q Z. . m Z mo n �* on m m W n C G) - 1 0 0 c 00 W 0� � 0 0 0 O C � n -� r cn ( '- c v Z CD T � Z Z v m p ° N 0 O n CD O C) O D v -( m 0 ° c !"F m F- m m z�g o . =3 a CD 0 Z N O O O O N m Q Q Q C v N � W N 0 C) •� O CD v � C CO W V O> Ul � ni m 'n (n � p 5 m TI n o' � - Il r Certificate of Occupancy CITY OF o REX City of Rexburg CXV Americas Famil Community Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (2081359 -3020 / Fax (2081354 -302a Building Permit No: 0700137 Applicable Edition of Code: International Residential Code 2003 Site Address: 236 N 3rd E Use and Occupancy: Single family residence with accessory use as a day care Type of Construction: Type V, non -rated Design Occupant Load: Residential Sprinkler System Required: Yes Name and Address of Owner: Kostial Justin M Etux 236 N 3 E Rexburg, ID 83440 Contractor: Owner /Lessee Special Conditions: Occupancy: Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vtith the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: January 14, 2008 (03:04PM) C.O Issued by: Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. r Plumbing Inspector Fire Inspector: 4� Electrical lnspector: PBZAdministrator: TEM °E tt.EXR Ey CITY of 9� RMURG OW Ame -1 Family Community Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner. Contractor. Special Conditions: Occupancy: Certificate of Occu anc p y City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 0700137 International Residential Code 2003 236 N 3rd E Single family residence with accessory use as a day care Type V, non -rated Residential Yes Kostial Justin M Etux 236 N 3 E Rexburg, ID 83440 Owner /Lessee l��io s WX ntmt� VVlf' h (i 3o daqg . Residential - less than 2 units, permanent in nature This Certificate, issued pursuant to the requirements of Section 109 of the Intemational Building Code, certifies that, at the time time of issuance, this building or that portion of the building that Ws inspected on the date listed vies found to be in compliance Wth the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupan vies classified. Occupancy Date C.O. Issued: January 14, 2008 (03:04PM) C.O Issued by: Building official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural cha es modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector. � It Fire Inspector: Electrical Inspector: P &Z Administrator: CITY OF KEXB UG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208 359 3020 X3 6 PERMIT # 49 Please corn. If the question d 0700137 - - 2 -� 236 N 3rd E- Kostial Addition PARCEL NUMBER W2 � ����a� (We will SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information - must be accurate) OWNER NAME: CONTACT PHONE # PROPERTY ADDRESS:? 3& PHONE #: Home ( ) Work ) Cell ( ) OWNER MAILING ADDRESS: 234 j 3 6E CITY: STATE: -= ZIP: S -3yy EMAIL FAX APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP PHONE #: Home ( EMAIL FAX Work ( Cell ( CONTRACTOR _ i)•wl MAILING ADDRESS: CITY STATE ZIP PHONE #: Home ( ) Work ( ) Cell ( ) EMAIL FAX IDAHO REGISTRATION # & EXP. DATE riow inauy Duuamgs are located on tuts propertye ejnz� _ Did you recently purchase this property. No Yes (If yes give owner's name) Is this a lot split( YES (Please bring cop of new legal description of property) PROPOSED USE: � cJ .� (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, o E E APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZ Under penalt of perjur r certif that I have read this app ' on and state that the information herein is correct and I swear that an f atio�h zaiher be me in hearings before the Pla nin and Zoning Commission or the City Council for the City of Rexburg 1 tint d ect. agree coin y with all City regulations and S to la s relating to the subject matter of this application and hereby authori d repr sentatives of the City to enter upon t e above - mentioned property r ins 'ons purposes. NOTE: The building official may revoke a permit z appr val ' -- s th 2003 International Co cases f a false statement or misrepresentation of fact in the application or n t� �o yc r i i� v was based. Perini old i not st rted ithin 180 days. Permit void if work stops for 180 days. Signature f Owner /Ap ca DATE Do you p e ontacted by fax, email o ho Circle One WARNING -- BUILDING PE UST BE POSTED ON CONSTRUCTION SITE! Plan ees are non - refundable and are paid in full at the time of application beginning fanuary 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application** * *Building Permits are void if your check does not clear** 2 BuilAg Safety Department City of Rexburg 19 E. Main ionellh@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 04 R�XB[�.pC f 4 �O .� 7 u c 'BC � r kCO CITY O F REXBURG Americas Family Community Affidavit of Legal Interest City State of Idaho County of Madison I, Name Address State Being first duly sworn upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A. That I am the record owner of the property described on the attached, and I grant my permission to: Name Address to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of 20 Signature Subscribed and sworn to before me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: 3 Please complete the Atire A pP lication! _p 1 NAME PROPERTY ADDRESS G SUBDIVISION Dwelling Units: Parcel Acres: * * * * * * * * * * * ** *Water Meter Size: SETBACKS �' t FRONT _ SIDE 7 SIDE BACK C Remodeling Your Building /Home (need Estimate $ 10e SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 1 1 ip.9 Unfinished Basement area Second floor /loft area Finished basement area idol? Third floor /loft area Garage area q?b Shed or Barn Carport /Deck (30" above grade)Area Water Meter Quantity: Requiredffl PLUMBING Plumbing Contractor's Name: l Business Name: Address City State Contact Phone: ( ) Business Phone: Email Fax FIXTURE COUNT including roughed fixtures) Clothes Washing Machine a Dishwasher Floor Drain Garbage Disposal /� Hot Tub /Spa w Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ Sprinklers Tub /Showers 3. Toilet /Urinal Water Heater Water Softener (COMMERCIAL /MULTI - FAMILY ONLY) 1__1_y 1"_____ . Signature of Licensed Contractor The 0 Permit# Date schedule is the same as required by the State of Idaho /o©r� License Number& Expiration Date 4 Please complete the ent ! • p re Application. NAME - SU �ti vy )�. ke t PROPERTY ADDRESS I � Permit# SUBDIVISION Required!!! MECHANICAL t Mechanical Contractor's Name M eA Miz. -- Business Name A ALI�j j wx Address City State Zip Cell Phone ( ) Business Phone ( ) Fax ( ) Mechanical Estimate $ (Commercial /Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Furnace I Furnace /Air Conditioner Combo Exhaust or Vent Ducts F Dryer Vents Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas -fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Inlet Pressure (Meter Supply) PSI other similar vents & ducts: Heat (Circle all that apply) Gas Oil Coal Fireplace lectric Hydronic Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required b the State of Idaho Range Hood Vents Cook Stove Vents Bath Fan Vents 5 Buildft Safety Department City of Rexburg 19 E Main ionellh@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024 Permit #07 00137 236 N 3rd E- Kostial Addition OWNER'S NAMED' t PROPERTY ADDRESS 6 SUBDIVISION PHASE LOT BLOCK_ Requiredffl ELECTRICAL Electrical Contractor's Name yV, >, J Address 71 S �'/z A/ City Cell Phone ( ) 20 "313 - cx3 Business Fax ( ) Email Name �`� L c l SC24A 04 XEX8(j � r CITY OF Us REXBURG America's Family Community V' Electrical Estimate ( cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY) TYPES OF INSTALLATION (New Residential includes everything contained within the residential structure and attached garage at the same time) Number of meters being installed Up to 200 amp Service* 201 to 400 amp Service* Over 400 amp Service* Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year) Existing Residential (# of Branch Circuits) Spa, Hot Tub, Swimming Pool Electric Central Systems Heating and / or Cooling (when not part of a new residential construction permit and no additional wiring) Modular, Manufactured or Mobile Home Other Installations: Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement /Industry *Includes a a " in of inspections. Additional inspections charged at requested inspection rate of $40 per hour. F 7 ; Si re of Licensed Contractor License number Date The City of Kexburg's permit fee schedule is the same as required b the State of Idaho 7 Roof Trusses:_ nr� �►n C Floor /Ceiling Joists: Siding /Exterior Trim: Other: Special Construction (Manufacturer or Supplier) 8 SUBCONTRACTOR LIST Excavation & Earthwork: , • Concrete: � Jrt # t F` Masonry: Roofing: Insulation: _ �h -5 .. f SQC Drywall: Painting: �V Floor Coverings: 0 Plumbing: l,, JG�I Z , UvY� Yl Heating: YA Electrical: Roof Trusses:_ nr� �►n C Floor /Ceiling Joists: Siding /Exterior Trim: Other: Special Construction (Manufacturer or Supplier) 8 • EXEMPTIONS FROM STATE REGISTRATION As of January 1, 2006, the City of Rexburg can no longer sell permits without having a copy of your State regi number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at wwwdbol.idaho.gov /cont.htm El El El El El Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors /Journeyman, 12 Engineers /Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing /Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activity with no wages or salary Employee of a US Government agency (State, City, County, or other municipality) Public Utility doing construction, maintenance, or development to its own business Involved with gas, oil or mineral operations Supplier doing no installation or fabricating Contracting a project or projects with a total cost less than $2000 Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code Any type of water district operations Work in rural districts for fire prevention purposes Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months ❑ Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property ❑ Real estate licensee /property manager acting within Idaho Code ❑ Engaging in the logging industry ❑ Renter working on the property where they live with the property owners approval ❑ Construc ,tign of a building used for industrial chemical processing per Idaho Code ❑ Cons cti of a modular building (defined by Idaho Code) to be moved out of state I hereby Nfy the above information is true and correct to the best of my knowledge. Signatur Date Print Name X Gary Leikness From: Gary Leikness Sent: Monday, April 21, 2008 1:47 PM To: Winston Dyer; David Stein; thebeelady @gmail.com; Randall Porter Subject: Justin Kostial's Daycare Attachments: Kostial- aerial vicinity map1.jpg; Kostial- aerial 2007.jpg; Kostial minutes from two hearings in - 2003.doc � 13 7 I have identified you all as the only Commissioners left that were involved in the decision of the Kostial daycare. Mike Ricks doesn't have e-mail. I have some questions for you regarding the project and would like your feedback. I had sent out an e-mail earlier this year and received some responses from some of you. I need to know what is required of Mr. Kostial's project. I wanted to go over this last night, but many of you weren't there. I have attached minutes from meetings to help jog you memories. I have not sent you the original minutes as they are saved on to our Laser Fiche system, and I have no idea how to extract them except to print out hard copies. I have also attached a couple of aerial photos to help you with your bearings. My questions are: 1) Was the approval for the daycare intended to be for the entire building or just one floor? David mentioned in one e-mail that he recalls that the whole building was proposed to be used. Mary recalls that only one floor was to be used. The minutes on this matter are a little unclear. Mr. Kostial does suggest that he will occupy one floor as a residence, but the final motion doesn't seem to specify. 2) Was there an approved site plan at the time you reviewed this? We can't locate the file for this decision, so no site plan for me to look at. All we have are the minutes from the meetings. A site plan and a revised site plan are referred. Please see the attached aerial photo that sort of shows what is going on. 3) Do you feel the conditions of approval are met, or can be met. See attached "conditions of approval." 4) Did the approval include the longer, extra lot in back of the property 5) Any other comments or concerns? The aerial photo shows the foundation of the new building expansion. The photo also shows disturbed ground in the rear of the property. This disturbed area is to be used as parking and play area. Thank you for your time, Gary Gary Leikness P &Z Administrator 19 E Main PO Box 280 Rexburg, Idaho 83440 �n E -mail- garyl @rexbure.org Phone- (208)359 -3020 Ext. 314 0 • Rexburg P &Z meeting- Jon 16, 2003 7:30 pm 236 North 3 d East- Conditional Use Permit for a Daycare facility- LDR1 Kurt Hibbert- Reviewed the proposal on the overhead screen. The site plan is still under review by the Staff. The plan to have four employees. Kurt reviewed the location proposed for the parking. Justin Kostial- 236 North 3' East- Commented on the transfer of children from another daycare facility in Rexburg. They plan to have four parking stalls in the rear of the home. The daycare facility will be in the upstairs and the Kostial family will live in the downstairs of the home. They are proposing to put in a 6 -foot fence in the backyard. Justin indicated that they are complying with State Licensing requirements and City fire codes. Discussion on the parking stalls that are planned for the daycare facility. Kurt Hibbert- Reviewed the site plan for parking and green space requirements. They plan to have 60% of the front yard in green space. Discussion on the number of children allowed in a child care facility. Zero to six children is allowed without a Home Occupancy Permit. Over six children in a child facility will require a conditional use permit from the City and a daycare license for the State of Idaho. Justin indicated that the State would allow 40 children at this facility. Those in favor of the proposal: Linda Adstrom- Comented on the need for child care in the area. The children are being transferred from another daycare facility that has closed its doors. The children need a place to go for childcare. Stephen Zollinger- Commented on the largest staff shift at any one time. The Zoning Ordinance refers to parking for a single shift. The proposal will have two staff members per shift. The parking ratio is two stalls for every staff member on the largest shift. Those neutral to the proposal: None given Those opposed to the proposal: None given Public Testimony was closed The Commission discussed the circumstances that require a business license. Stephen Zollinger- The State of Idaho licenses daycare facilities and the regulate the child to staff ratio. A City of Rexburg Business License would trigger a parking review which will control density. Kurt Hibbert- Reviewes the requirements for a 22 -foot driveway when parking stalls exceed four parking stalls in the backyard. Mary Haley- Reviewed the parking plan for the site. She discussed the requirements for a play area in the yard. Continued discussion on the parking requirements and the width of the driveway access to the backyard. David Stein- Commented on the current use of other properties in the area. His concern was over the proposed circular driveway. Ted Whyte- Concerned with the parking shown on the site plan and the drawing showing 12 feet for driveway access to the back yard. Mary Haley moved to table the request until City Staff has provided a check list with a corrected site plan. David Stein seconded the motion; all voted aye, none opposed. The motion carried. Public testimony on this request will be carried forward to a future meeting when scheduled by staff. Rexburg P &Z meeting- February 6, 2003 Mike Ricks moved to bring a tables item off the table at 236 North 3 rd East for Justin and Carrie Kostial; the request is for a daycare facility. Jerry Hastings seconded the motion; all voted aye, none opposed. The motion carried. Justin Kostial- Reviewed the changes to the site plan that indicate the location of the four parking stalls on the rear of the home. The access to the rear parking is a driveway on the side of the house that is approximately 13 feet wide. The applicant plans to install privacy fence of cedar of vinyl in the future. The is a day use facility for daycare of young children. The Zone is LDR1 next to MDR zoning. Discussion on the need to have buffering to separate the parking area for the play area for the children in the backyard. Kurt Hibbert- Indicated that a driveway can be located against the property line for this proposal. Mike Ricks moved to approve the request for a Daycare Facility with the following condtions: 1) City Staff approvals including the Fire Department. 2) Perimeter fencing that is 6 -feet tall and meets the City of Rexburg Zoning requirements and the State of Idaho requirements for a Daycare facility. 3) Interior fencing to separate the driveway and parking area from the back yard playground area that is up to State Codes for a daycare facility. 4) Driveway and parking area need to be hard surfaced. Jerry seconded the motion; discussion to clarify the fencing height and area to be fenced according to the State of Idaho Codes for daycare facility. All voted aye, none opposed. The motion carried. FF;B 6z6J, Zcm kmsTy�.L DAN�,o,,,E GV(� . Site Plan Approval — 450 South 0 West — Singles housing for 8 units - Glen B. Reed Newell Goldsberry —111 East 16`' Street - Represented Glen B. Reed — Newell indicated that the proposal is for a two story 8 plex. The site is zoned HDR. The development is for single students. Mike Ricks — Reviewed the parking on the site plan. There are 18 full size parking stalls with 26 compact parking stalls. There will be one manager's apartment. The remaining seven apartments will rent to 44 individuals. Discussion on the location of the sidewalk being 7 feet off from the curb. The retaining wall in the back of the property was reviewed. The retaining wall will be a low level wall. There will directional lighting installed for the development. Mike Ricks = Discussed the street widths on the site plan. Kurt Hibbert — Indicated that Staff has reviewed the project and recommended changing four parking stalls on the site plan. Jordan Dyer moved to accept the site plan as presented for 450 South 4 West with the following conditions: 1) Shift four parking stalls to the West to accommodate a hammer head turn around area on the East end of the parking area. 2) Locate the sidewalks on 4 West back 7 feet from the curb 3) Install directional lighting on the parking lot 4) City Staff approvals Mike Ricks seconded the motion; all voted aye, none opposed. The motion carried. Mike Ricks moved to bring a tabled item off the table at 236 North P East for Justin and Carrie Kostial; The request is for a daycare facility. Jerry Hastings seconded the motion; all voted aye, none opposed. The motion carried. Justin Kostial — Reviewed the changes to the site plan that indicate the location of four parking stalls on the rear of the home. The access to the rear parking is a driveway on the side of the house that is approximately 13 feet wide. The applicant plans to install a privacy fence of cedar or vinyl in the future. This is a day use facility for daycare of young children. The Zone is LDRI next to MDR Zoning. Discussion on the need to have buffering to separate the parking area from the play area for the children in the back yard. Kurt Hibbert — Indicated that a driveway can be located against the property line for this proposal. 10 Mike Ricks moved to approve the request for a Daycare facility with the following conditions: 1) City Staff approvals including the Fire Department. 2) Perimeter fencing that is 6 feet tall and meets the City of Rexburg Zoning requirements and the State of Idaho requirements for a Daycare facility. 3) Interior fencing to separate the driveway and parking area from the back yard playground area that is up to State Codes for. a daycare facility. 4) Driveway and parking area need to be hard surfaced. Jerry seconded the motion; Discussion to clarify the fencing height and area to be fenced according to the State of Idaho Codes for a daycare facility. All voted aye, none opposed. The motion carried. Winston Dyer - Requested a report on the Zoning Ordinance additions and amendments that are being proposed by the City. Kurt Hibbert — Reviewed the progress he has made in rewriting the Zoning Ordinance. He is adding design standards to the proposed new ordinance that would replace Zoning Ordinance 725. David Stein joined the meeting. The Commissioners reviewed the Comprehensive Plan and parking issues that are vexing the community. They reviewed annexation questions concerning annexing partial plats. They are concerned with the Zoning Code allowing developments that encroach on neighbors with smaller building profiles. Also, they mentioned past Conditional Use Permits that have been allowed without 4 proper conditions being applied to lessen the impact on neighbors. Kurt Hibbert — Requested that a few Commissioners spend some time with him to help develop the new zoning proposals that will be included in the new Zoning Ordinance. He is planning for one hour meetings to discuss the new Ordinance. Ted Whyte, Jerry Hastings, David Stein, and Steve McGary were selected to hel� Kurt with this effort to expedite the Zoning Ordinance rewrite. They plan to meet on the 13 of February at 1:00 pm here at City Hall. Kurt Hibbert — Indicated that the Impact Area needs to be zoned as soon as possible. Adjourn • 11 kosZ �N�� n,E c�P Land Use Schedule. (2) Be in accordance with a specific or general objective of the City's Comprehensive Plan and the regulations of this Ordinance. (3) Be designed and constructed in a manner to be harmonious with the existing character of the neighborhood and the zone in which the property is located. (4) Not create a nuisance or safety hazard for neighboring properties in terms of excessive noise or vibration, improperly directed glare or heat, electrical interference, odors, dust or air pollutants, solid waste generation and storage, hazardous materials or waste, excessive traffic generation, or interference with pedestrian traffic. (5) Be adequately served by essential public facilities and services such as access streets, police and fire protection, drainage structures, refuse disposal, water and sewer service and schools. If existing facilities are not adequate, the developer shall show that such facilities shall be upgraded sufficiently to serve the proposed use. (6) Not generate traffic in excess of the capacity of public streets or access points serving the proposed use and will assure adequate visibility at traffic access points. (7) Be effectively buffered to screen adjoining properties from adverse impacts of noise, building size and resulting shadow, traffic, and parking. (8) Be compatible with the slope of the site and the capacity of the soils and will not be in an area of natural hazards unless suitably designed to protect lives and property. (9) Not result in the destruction, loss or damage of a historic feature of significance to the community of Rexburg. C. Supplementary Conditions and Safeguards. In granting a conditional use permit, the approving body may prescribe appropriate conditions and safeguards. Such conditions to be attached to the permit may include but not be limited to: (1) Minimizing adverse impact on other developments. (2) Controlling the sequence and timing of development. (3) Controlling the duration of development. (4) Assuring the development is properly maintained. (5) Designating the exact location and nature of development. (6) Requiring the provision for on -site or off -site public facilities of services; (7) Requiring more restrictive standards than those generally required in this Ordinance. Winston Dyer — Indicated that a legal quorum for the Commission is established at the beginning of the meeting. If a member falls ill during the meeting, the quorum is still valid after the member is excused, even if it results in less that half the Commission present. Winston excused Jordan due to illness. 7:30 p.m. 236 North 3"' East — Conditional Use Permit for a Daycare facility -LDRI Kurt Hibbert — Reviewed the proposal on the overhead screen. The site plan is still under review by the Staff. They plan to have four employees. Kurt reviewed the location proposed for the 5 • 0 parking. Justin_— 236 North 3' East - Commented on the transfer of children from another daycare facility in Rexburg. They plan to have four parking stalls in the rear of the home. The daycare facility will be in the upstairs and the _ , family will live in the downstairs of the home. They are proposing to put in a 6 foot fence in the back yard. Justin indicated that they are complying with State Licensing requirements and City fire codes. Discussion on the parking stalls that are planned for the daycare facility. Kurt Hibbert — Reviewed the site plan for parking and green space requirements. They plan to have 60% of the front yard in green space. Discussion on the number of children allowed in a child care facility. Zero to six children is allowed without a Home Occupancy Permit. Over six children in a child care facility will require a Conditional Use Home Occupancy Permit. In excess of twelve children in a child care facility requires a Conditional Use Permit from the City and a daycare license from the State of the Idaho. Justin indicated that the State would allow 40 children at this facility. Those in favor of the proposal: Linda Edstrom — Commented on the need for child care in the area. The children are being transferred from another daycare facility that has closed its doors. The children need a place to go for child care. Stephen Zollinger — Commented on the largest staff shift at any one time. The Zoning Ordinance refers to parking for a single shift. This proposal will have two staff members per shift. The parking ratio is two stalls for every staff member on the largest shift. Those neutral to the proposal: None given Those opposed to the proposal: None given Public Testimony was closed The Commission discussed the circumstances that require a business license. Stephen Zollinger — The State of Idaho licenses daycare facilities and they regulate the child to staff ratio. A City of Rexburg Business License would trigger a parking review which will control density. R 0 11 Kurt Hibbert — Reviewed the requirements for a 22 foot driveway when parking stalls exceed four parking stalls in the back yard. Mary Haley — Reviewed the parking plan for the site. She discussed the requirements for a play area in the yard. Continued discussion on the parking requirements and the width of the driveway access to the backyard. David Stein — Commented on the current use of other properties in the area. His concern was over the proposed circular driveway. Ted Whyte — Concerned with the parking shown on the site plan and the drawing showing 12 feet for driveway access to the back yard. Mary Haley moved to table the request until City Staff has provided a check list with a corrected site plan. David Stein seconded the motion; all voted aye, none opposed. The motion carried. Public testimony on this request will be carried forward to a future meeting when scheduled by Staff. 7:40 p.m. 92 & 102 K Street — Conditional Use Permit for two residential duplexes -LDRI Kurt Hibbert — Reviewed the two homes on the overhead screen. They have always functioned as duplexes. Kathy George — 102 K Street - Commented on the 1964 building of the street. The homes were built in 1971 and 1972. They discovered the need for a permit when the life safety inspections were completed. Kurt Hibbert — Indicated that Staff has approved the requests. Those in favor of the proposal: Diane Nelson — 1986 East 200 North — They purchased the home seven years ago. Diane reviewed the history of the site. She agreed with Kathy comments and she is in favor of the request. Shawn Larsen — 60 K Street - Recently moved into the neighborhood. Shawn is in favor of the proposal. Those neutral to the proposal: None given Those opposed to the proposal: None given 7 • C� Gary Leikness From: Gary Leikness Sent: Thursday, April 17, 2008 9:12 AM To: JaNell Hansen Subject: Kostial CUP (Daycare) JaNell, Mr. Kostial was approved for a CUP to operate a daycare at the 236 N 3 East location back in 2003. With that approval the following conditions (taken from the February 6 2003 Planning and Zoning Commission meeting) were attached: 1) City Staff approvals including the Fire Department 2) Perimeter fencing that is 6 -feet tall and meets the City of Rexburg Zoning requirements and the State of Idaho requirements for a daycare facility. 3) Interior fencing to separate the driveway and parking area form the back yard playground area that is up to State Codes for a daycare facility. 4) Driveway and parking area need to be hard surfaced. Without reviewing a site plan and fencing detail proposal, I'm not sure what else we can do. The bottom line is that he is going to operate a day care facility regardless of what his building permit says. I have to make sure he is going to operate under the conditions of his CUP permit. The minutes from the P &Z minutes state that Mr. Kostial had shown the Commission a revised site plan. We need to see that if he still has a copy. Ideally he should not have lost it, as that would be what he was going by to design his daycare facility. Us on the other hand do not seem to have a copy of that plan. I looked in the basement and all files I can think of, and still couldn't fine the site plan, or even the master file. Please let me know if you have any questions, concerns, or clarification needed. The idea is that you should be able to forward this e-mail to Mr. Kostial, or send him a faxed copy of this e-mail. Thanks, Gary Gary Leikness P &Z Administrator 19 E Main PO Box 280 Rexburg, Idaho 83440 E -mail- garyl @rexbure.org Phone- (208)359 -3020 Ext. 314 / 5 N O O v CD a, n CD .Q C d N C O N CD N O O -1 (D (D • 0 0 01 Gary Leikness From: David Stein [dstein @feg.com] Sent: Monday, January 14, 2008 5:05 PM To: Gary Leikness; Winston Dyer Subject: Re: Justin Kostial Daycare question Follow Up Flag: Follow up Flag Status: Flagged Gary I don't remember us every considering that it would be partly used as a residence. This is a house but I was always under the impression it would be used entirely as a daycare. The issues that I recall for the site plan was to make sure there was adequate play area, which I believe incorporates the backyard. He mentioned at the time that he considered putting in a circular driveway in the front to facilitate drop offs but I don't recall that being a condition of approval and given street is so wide anyway I don't think that is an issue. He might have even included a hand drawing of what he intended but I don't recall. In my opinion it is a good location for a daycare. Regards, David On 1/14/08 4:55 PM, "Gary Leikness" < garyl (a wrote: Winston and David, We are about to issue a certificate of occupancy for a daycare at 236 N 3rd East. The applicant is Mr. Justin Kostial. I have found minutes from previous planning commission meetings where a conditional use permit was approved for the use as a daycare. I noticed that at least both of you were on the Commission at the time time. I was wondering if you could give me some clarification on what you intended to approve at this location. Currently Mr. Kostial is proposing to utilize the entire building for daycare rather than a residence. He has stated that his occupancy is only limited by the number of students the state will allow him. Is this what you recall? The file refers to a site plan that played in to the commission's decision, but no site plan can be located at this time. Do you remember a site plan being submitted? Any input on this matter will be greatly appreciated. Time is somewhat important here in that Mr. Kostial has finished construction and is waiting for a Certificate of Occupancy, which he says he needs for his bank. As I see, we need a site plan as a minimum. I have not received one and therefore have not reviewed parking requirements and location of parking, etc. Thanks, Gary Gary Leikness P &Z Administrator 19 E Main PO Box 280 Rexburg, Idaho 83440 E- mail - garyl a,rexburg Phone- (208)359 -3020 Ext. 314 v a3 LL O V O N w N w O LO N c4 N U C r CO �L Q O O N z �m 3. • i JANell Hansen From: Gary Leikness Sent: Thursday, April 17, 2008 9:12 AM To: JaNell Hansen Subject: Kostial CUP (Daycare) JaNell, Mr. Kostial was approved for a CUP to operate a daycare at the 236 N 3` East location back in 2003. With that approval the following conditions (taken from the February 6 2003 Planning and Zoning Commission meeting) were attached: 1) City Staff approvals including the Fire Department 2) Perimeter fencing that is 6 -feet tall and meets the City of Rexburg Zoning requirements and the State of Idaho requirements for a daycare facility. 3) Interior fencing to separate the driveway and parking area form the back yard playground area that is up to State Codes for a daycare facility. 4) Driveway and parking area need to be hard surfaced. Without reviewing a site plan and fencing detail proposal, I'm not sure what else we can do. The bottom line is that he is going to operate a day care facility regardless of what his building permit says. I have to make sure he is going to operate under the conditions of his CUP permit. The minutes from the P &Z minutes state that Mr. Kostial had shown the Commission a revised site plan. We need to see that if he still has a copy. Ideally he should not have lost it, as that would be what he was going by to design his daycare facility. Us on the other hand do not seem to have a copy of that plan. I looked in the basement and all files I can think of, and still couldn't fine the site plan, or even the master file. Please let me know if you have any questions, concerns, or clarification needed. The idea is that you should be able to forward this e-mail to Mr. Kostial, or send him a faxed copy of this e-mail. Thanks, Gary Gary Leikness P &Z Administrator 19 E Main PO Box 280 Rexburg, Idaho 83440 E -mail- garvl @rexbure.ore Phone- (208)359 -3020 Ext. 314 0 • s41& gew ;V w&cr� 1105 IONA ROAD • P.O. BOX 2620 IDAHO FALLS, ID 83403 -2620 07 00137 June 20, 2007 City Of Rexburg REFERENCE: Justin Kostial Daycare Rexburg, Idaho Gentlemen: Gem State Fire Protection has been notified by Justin Kostial of their intent to award Gem State Fire Protection a contract on the above referenced project. This system to be designed per N.F.P.A. 13D. At this time Gem State Fire Protection is preparing shop drawings and will submit them to the City of Rexburg as soon as they are complete. our Very Truly, 3oe C. ..rem JUN 2 9 2007 CITY OF REXBURG 236 N 3rd E -Kostial Additon