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HomeMy WebLinkAboutPLANS - 19-00324 - 166 Charles Place - New SFRLO T #1 3 DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:15:23 PM G1.0Charles Place Lot 13, Rexburg, ID 83440 VI C I N I T Y M A P GE N E R A L N O T E S : 1. T H I S P R O J E C T S H A L L C O M P L Y W I T H AL L CU R R E N T / A P P L I C A B L E C O D E S , I N C L U D I N G T H E C U R R E N T V E R S I O N OF T H E I N T E R N A T I O N A L R E S I D E N T I A L C O D E A N D / O R T H E I N T E R N A T I O N A L B U I L D I N G C O D E . T H I S P R O J E C T S H A L L AL S O C O M P L Y W I T H T H E C U R R E N T V E R S I O N O F T H E C I T Y A N D / O R C O U N T Y ZO N I N G / C O M P R E H E N S I V E M A S T E R PL A N A N D A N Y O T H E R R E Q U I R E M E N T F R O M A N Y A U T H O R I T Y H A V I N G J U R I S D IC T I O N . 2. T H E C O N T R A C T O R S H A L L C O O R D I N A T E A L L R E Q U I R E D I N S P E C T I O N S B Y T H E B U I L D I N G A N D F I R E DE P A R T M E N T S A N D A N Y O T H E R G O V E R N I N G A U T H O R I T I E S H A V I N G J U R I S D I C TI O N . 3. T H E C O N T R A C T O R S H A L L M E E T O R E X C E E D A L L C O N S T R U C T I O N I N D U S T RY S T A N D A R D S A N D A N Y S P E C I A L T Y RE Q U I R E M E N T S B Y T H E L O C A L J U R I ST I C T I O N H A V I N G A U T H O R I T Y . SI T E N O T E S : 1. T H E C O N T R A C T O R S H A L L C O N S U L T W I T H / H I R E A G E O T E C H N I C A L E N G IN E E R F O R A N Y N O N -TY P I C A L S O I L S CO N D I T I O N S T H A T M A Y B E P R E S E N T I N R E G A R D S T O W A T E R D R A I N A G E / IN F I L T R A T I O N A N D S O I L B E A R I N G CA P A C I T Y . 2. F I N A L B U I L D I N G S T A K I N G A N D A L L R E Q U I R E D S U R V E Y I N G I S T O B E PE R F O R M E D B Y A C O M P E T E N T S U R V E Y O R . ST A K I N G S H A L L M E E T P L A T , S U B D I V I S I O N , C I T Y A N D Z O N I N G RE Q U I R M E N T S F O R A L L S E T B A C K S , E A S E M E N T S , PR O P E R T Y B O U N D A R I E S , E T C . AR C H I T E C T U R A L N O T E S : 1. A L L I N F O R M A T I O N N O T C O N T A I N E D H E R E I N , S H A L L B E P R O V I D E D B Y CO N T R A C T O R . ST R U C T U R A L N O T E S : 1. S e i s m i c D e s i g n C a t e g o r y : De p e n d s o n r o c k p r o f i l e . U s u a l l y D b u t c a n b e C , r e f e r t o g e o t e ch n i c a l e n g i n e e r . 2. G r o u n d S n o w L o a d : 50 p s f 3. R o o f S n o w L o a d : 35 p s f 4. W i n d L o a d : 90 m p h 5. L i v e L o a d : Sa m e a s I B C – IR C 6. F r o s t D e p t h : 36 i n ( B O T T O M O F AL L FO O T I N G S S H A L L B E A T O R B E L O W F R O S T D E P T H ) 7. A L L T R U S S E S S H A L L B E D E S I G N E D, E N G I N E E R E D A N D S T A M P E D B Y T R US S M A N U F A C T U R E R . 8. A L L S P A N S , L O A D S , C O N N E C T I O NS A N D B R A C I N G S H A L L M E E T A L L A P PL I C A B L E C O D E S A N D B E T A K E N F R O M FR O M E N G I N E E R E D / C E R T I F I E D T A B L E S A N D I N D U S T R Y S T A N D A R D S . 9. A L L F L O O R S S H A L L B E D E S I G N E D F O R A D E F L E C T I O N O F : L / 3 6 0 . ME C H A N I C A L N O T E S : 1. M E C H A N I C A L S Y S T E M T O B E G A S -FI R E D , F O R C E D A I R S Y S T E M , S E L E C T E D B Y C O N T R A C T O R / O W N E R . 2. M E C H A N I C A L S Y S T E M , I N C L U D I N G D U C T W O R K , S H A L L B E S I Z E D A N D D ES I G N E D B Y M E C H A N I C A L C O N T R A C T O R AN D M E E T A L L C U R R E N T M E C H A N I C A L C O D E S . 20 1 5 I R C N O T E S : TH E B U I L D I N G S H A L L C O N F O R M T O T H E 2 0 1 5 I N T E R N A T I O N A L R E S I D E N T I A L C O D E A N D T H E 2 0 1 5 I N T E R N A T I O N A L BU I L D I N G C O D E ( W H E N A P P L I C A B L E ) . T H E G E N E R A L C O N T R A C T O R S H A L L VE R I F Y T H E B U I L D I N G C O N S T R U C T I O N CO N F O R M S T O C O D E . I N P A R T I C U L A R , T H E F O L L O W I N G I T E M S S H A L L C O N F OR M T O T H E R E F E R R E D S E C T I O N O F TH E C O D E . 1) A L L O U T D O O R I N T A K E & E X H A U S T O P E N I N G S S H A L L C O N F O R M T O S E C T IO N R 3 0 3 . 5 2) A L L S T A I R W A Y ( I N T E R I O R & E X T E R I O R ) I L L U M I N A T I O N S H A L L C O N F O RM T O S E C T I O N R 3 0 3 . 7 -R3 0 3 . 8 3) A L L G L A Z I N G S H A L L C O N F O R M T O S E C T I O N R 3 0 8 . 4) A L L B A S E M E N T ( W I T H H A B I T A B L E S P A C E ) & E V E R Y S L E E P I N G R O O M S HA L L H A V E A T L E A S T O N E O P E R A B L E EM E R G E N C Y E S C A P E & R E S C U E O P E N I N G C O N F O R M I N G T O S E C T I O N R 3 1 0 . 5) A L L S T A I R R I S E R S H A L L N O T E X C E E D 7 3 / 4 " A N D A L L T R E A D S S H A L L N O T B E L E S S T H A N 1 0 " -RE F E R T O SE C T I O N R 3 1 1 . 7 F O R A L L S T A I R W A Y R E Q ' M N T S . 6) A L L H A N D R A I L S S H A L L C O N F O R M T O S E C T I O N R 3 1 1 . 7 . 8 7) A L L G U A R D S ( G U A R D R A I L S ) S H A L L B E M I N . 3 6 " R E F E R T O S E C T I O N S R 3 1 2 8) S M O K E A L A R M S S H A L L B E I N S T A L L E D I N T H E F O L L O W I N G L O C A T I O N S . - IN E A C H S L E E P I N G R O O M - OU T S I D E E A C H S E P A R A T E S L E E P I N G A R E A I N T H E I M M E D I A T E V I C I N I T Y O F T H E B E D R O O M S - ON E A C H A D D I T I O N A L S T O R Y O F T H E D W E L L I N G , I N C L U D I N G B A S E M E N T S , BU T N O T I N C L U D I N G C R A W L SP A C E S & U N I N H A B I T A B L E A T T I C S . I N DW E L L I N G S O R D W E L L I N G U N I T S w / S P L I T L E V E L S & w / o A N I N T E R V E N I N G DO O R B E T W E E N T H E A D J A C E N T L E V E LS . A S M O K E A L A R M I N S T A L L E D O N TH E U P P E R L E V E L S H A L L S U F F I C E FO R T H E A D J . L O W E R L E V E L P R O V I D E D T H A T T H E L O W E R L E V E L I S L E S S TH A N 1 F U L L S T O R Y B E L O W U P P E R LE V E L . - AL L A L A R M S S H A L L B E I N T E R C O N N E C T E D ( W H E N O N E A L A R M S T H E Y A L L A L AR M ) A N D H A R D W I R E D . R E F E R TO S E C T I O N R 3 1 4 . 9) A L L F O A M P L A S T I C A N D A L L I N S U L A T I O N S H A L L C O N F O R M T O S E C T I O NS R 3 1 6 . R E F E R A N D C O N F O R M T O AP P E N D I X F F O R R A D O N C O N T R O L M E T H O D S A N D R E Q U I R E M E N T S JU R I S T I C T I O N : CI T Y O F R E X B U R G , I D Pe r m i t s : 2 0 8 -37 2 -23 4 1 In s p e c t i o n s : 2 0 8 -37 2 -23 4 4 CO D E S U T I L I Z E D : 20 1 2 I n t e r n a t i o n a l B u i l d i n g C o d e 20 1 4 N a t i o n a l E l e c t r i c a l C o d e 20 1 2 I n t e r n a t i o n a l R e s i d e n t i a l C o d e 20 1 2 I n t e r n a t i o n a l M e c h a n i c a l C o d e 20 1 2 I n t e r n a t i o n a l E n e r g y C o n s e r v a t i o n C o d e 20 1 2 F u e l G a s C o d e 20 1 2 E x i s t i n g B u i l d i n g C o d e 20 0 9 I d a h o P l u m b i n g C o d e 20 1 2 N a t i o n a l F i r e C o d e 20 1 3 N F P A 7 2 F i r e A l a r m & S i g n a l i n g C o d e ZO N I N G : DI S T R I C T : LD R 2 BU I L D I N G O C C U P A N C Y / U S E : RE S I D E N T I A L BU I L D I N G T Y P E : DE T A C H E D S I N G L E F A M I L Y D W E L L I N G TY P E O F C O N S T R U C T I O N : VB FI R E S P R I N K L E R : NO PR O P O S E D N O . O F S T O R I E S : 1 P L U S L A R G E A T T I C O R C A T H E D R A L S P A C E (w i t h B a s e m e n t ) AL L O W A B L E B U I L D I N G H E I G H T : 30 ' -0" (FROM TOP OF BUILDING'S HORZ. WALL) SI T E : (A L L S I T E I N F O R M A T I O N T O B E P R O V I D E D B Y O W N E R / C O N T R A C T O R ) UT I L I T I E S : WA T E R : CI T Y SA N I T A R Y : CI T Y EL E C T R I C : RO C K Y M O U N T A I N P O W E R GA S : IN T E R M O U N T A I N G A S BU I L D I N G / H O U S E : AR E A : GR O S S H A B I T A B L E A R E A : BA S E M E N T : 978 S.F. FI R S T F L O O R : 978 S.F. .TO T A L H A B I T A B L E : 1,956 S.F. GR O S S N O N -HA B I T A B L E A R E A : GA R A G E : 378 S.F. TO T A L N O N -HA B I T A B L E : 378 S.F. TO T A L A R E A : 2,334 S.F. BU I L D I N G F O O T P R I N T : 1,627 S.F. (INCLUDES FRONT PORCH) HE I G H T ( F R O M G R A D E ) : TO P O F H O R I Z O N T A L W A L L : 20 ' - 5 1/2" TO P O F R I D G E : 19 ' - 4 1/2"OWNER: Name:Address:City / State:Zip Code:SHEET INDEX SHEET # S H E E T N A M E GENERAL G1.0 C O V E R S H E E T G1.1 R E S C h e c k HAZARDOUS H1.0 R A D O N M I T I G A T I O N P L A N ARCHITECTURAL A1.0 B A S E M E N T P L A N / S T A I R D E T A I L A1.1 F I R S T F L O O R P L A N / D O O R A N D WINDOW SCHEDULES A2.0 R O O F P L A N A3.0 S O U T H & E A S T E L E V A T I O N S A3.1 N O R T H & W E S T E L E V A T I O N S A4.0 B U I L D I N G S E C T I O N CONTRACTOR: Name: Thomas K Mounts Construction License: Contact #: 208 -709 -3675 Address: City / State: Rexburg, ID Zip Code: 83440PROJECT: Name: Charles Place, Lot #13 Address: Charles Place, Lot #13 City / State: Rexburg, ID Zip Code: 83440 DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:15:46 PM G1.1Charles Place Lot 13, Rexburg, ID 83440 St e p h e n A d a i r S t u m p f - Ar c h i t e c t 9/ 2 8 / 2 0 1 7 UP 4" D E E P , 1 / 2 " - 3 / 4 " C L E A N GR A V E L F O R F R E E F L O W OF R A D O N G A S E S T O PE R F O R A T E D P I P E S Y S T E M 4" D E E P , 1 / 2 " - 3 / 4 " C L E A N GR A V E L F O R F R E E F L O W OF R A D O N G A S E S T O PE R F O R A T E D P I P E S Y S T E M 3" VERTICAL RADON VENT PIPE, JOG TO NEAREST 1ST FLOOR WALL AND EXTEND UP THROUGH ROOF 12" LOCATE / COORDINATE WITH PLUMBING 4" H O R I Z O N T A L , PE R F O R A T E D R A D O N P I P E W R A P P E D W I T H F I L T E R FA B R I C , T Y P . S E T W I T H I N 4" G R A V E L B A S E SL E E V E T H R U A L L FO O T I N G S / FO U N D A T I O N S TY P . 2 A1.01A4.0 1 A4 . 0 RADON MITIIGATION PLAN NOTES:1. PLACE RADON / VAPOR BARRIER OVER GRAVEL WITH 12" LAPPED SEA MS. SEAL / TAPE ALL SEAMS AND PENETRATIONS. RUN RADON BARRIER UP ALL FOUNDATION WALLS AND TA PE / SEAL.2. A PLUMBING TEE OR OTHER APPROVED CONNECTION SHALL BE INSERT ED HORIZONTALLY BENEATH THE SHEETING & CONNECTED TO A 3 OR 4" dia. FITTING WITH A VERTICAL VENT PIPE INSTALLED THROUGH THE SHEETING. THE VENT PIPE SHALL BE EXTENDED UP THROUGH THE BUILD ING FLOORS, TERMINATE AT LEAST 12" ABOVE THE ROOF IN A LOCATION AT LEAST 10' AWAY FROM ANY WINDOW OR OTHER OPENING INTO THE CONDITIONED SPACES OF THE BUILDING THAT IS LESS THAN 2' BELOW T HE EXHAUST POINT, AND 10' FROM ANY WINDOW OR OTHER OPENING IN ADJOINING OR ADJACENT BUILDING.DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:25:05 PM H1.0Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 1 RA D O N M I T I G A T I O N P L A N UP 12 ' - 5 3 / 8 " 9' - 9 3 / 4 " 1 1 ' - 5 3 / 1 6 " 9 ' - 9 1 / 4 " 7 ' - 8 1 / 4 " 10 ' - 2 5 / 8 " 1' - 1 1 1 / 4 " 3' - 1 1 / 4 " 7 ' - 1 1 1 5 / 1 6 " 4' - 4 1 / 8 " 5 ' - 9 3 / 1 6 " 1 ' - 1 1 1 / 4 " 1 6 ' - 0 1 / 4 " UP 3' - 1 1 / 4 " SM BE D R O O M 2 BE D R O O M 3 BE D R O O M 4 CL CL BA T H CL ME C H HA L L 2 FA M I L Y BE A M I N C E I L I N G A B O V E , S E E ST R U C T U R A L E N G I N E E R ' S DR A W I N G S BU L K H E A D FO R DU C T S 5' - 1 1 / 2 " EG R E S S A B L E W I N D O W WE L L W / L A D D E R EG R E S S A B L E WI N D O W S WE L L W / LA D D E R AL L E X T E R I O R B A S E M E N T W A L L S : - PE R I M E T E R F O U N D A T I O N D R A I N P E R GE O T E C H E N G I N E E R - WA T E R P R O O F I N G A N D R 5 C O N T I N U O U S IN S U L A T I O N , M I N . - SE A L E D 8 " S T L . R E I N F O R C E D C O N C R E T E WA L L - 2X 4 F R A M I N G W / R 1 3 B A T T I N S U L A T I O N - VA P O R B A R R I E R - 5/ 8 " G Y P . B O A R D ST A I R S O P E N UN D E R N E A T H W I T H 3 6 " HI G H R A I L I N G / H A N D R A I L A3 . 0 1 A3 . 1 3 A3 . 0 2 4 ' - 0 " 4 ' - 0 " 1 3 ' - 0 " 4 ' - 0 " 5 ' - 0 " 4 ' - 0 " 4 ' - 0 " 4' - 0 " 20 ' - 0 " NE W C O N C R E T E F O U N D A T I O N WA L L T O B E P A R T O F 2 -HO U R FI R E S E P A R A T I O N W A L L W I T H EX I S T I N G A D J A C E N T R E S I D E N C E NE W GA R A G E AB O V E 16 ' - 0 " 3' - 0 " 6" 4' - 0 " 1' - 8 " 16 ' - 2 " 1' - 8 " (V E R I F Y O P E N I N G R E Q U I R E D W I T H DO O R S P E C S ) (V E R I F Y O P E N I N G R E Q U I R E D WI T H D O O R S P E C S ) 4" S L A B O N G R A D E AB O V E , O V E R RA D O N B A R R I E R AN D 4 " G R A V E L , TY P . GA R A G E S T L . RE I N F . C O N C . FO U N D . W A L L S AN D F O O T I N G S , TY P . TU B W I T H S H O W E R . A L L F I X T U R E S AN D V A N I T Y T O B E S E L E C T E D B Y OW N E R O R C O N T R A C T O R 4" S L A B O N G R A D E , OV E R VA P O R / R A D O N BA R R I E R A N D 4 " GR A V E L , T Y P . LO A D B E A R I N G 2 X 6 W A L L C E N T E R E D O N F O O T I N G BE L O W , S E E S T R U C T U R A L E N G I N E E R ' S D R A W I N G S LO C A T I O N O F C O L U M N S , S T U D PA C K S , O R P L A T E S F O R P O I N T LO A D S A B O V E A S R E Q U I R E D B Y FR A M I N G / S T R U C T U R A L EN G I N E E R ' S D R A W I N G S , A D J U S T FO U N D A T I O N A S A L S O R E Q U I R E D . 15 17 14 18 19 21 23 16 20 22 BBB B A A A A 2 A1 . 0 A3 . 1 1 1 A4 . 0 1 A4 . 0 LI N E / W A L L O F EX I S T I N G AD J A C E N T H O U S E AN D F O O T I N G LI N E / W A L L O F EX I S T I N G AD J A C E N T H O U S E AN D F O O T I N G T. O . S L A B - BA S E M E N T -9' - 2 7 / 8 " WO O D FI N I S H E S / R A I L I N G BY C O N T R A C T O R 3 1 / 4 " ( 3 7 / 8 " M A X . ) 3 ' - 0 " 6 1 5 / 1 6 " ( 7 3 / 4 " M A X . ) 1' - 0 " 1" DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:24:52 PM A1.0Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 1 T. O . F I N I S H E D S L A B - B A S E M E N T F L R N FOUNDATION NOTES:1. ALL SIZES AND QUANTITIES GIVEN BELOW ARE MINIMUM SIZES PER INDUSTRY STANDARDS AND CONTRACTOR SHALL INCREASE SIZES PER GEOTECHNICAL ENGINEER RECOMMENDATIONS, SOILS CONDITIONS STRUCTURAL ENGINEER AND/OR CIT Y INSPECTOR REQUIREMENTS. 2. ALL FOUNDATION WALLS SHALL BE 8" THICK, U.N.O.3. DIMENSIONS ARE TO EDGE OF FOUNDATION WALLS, U.N.O.4. ALL STRIP FOOTINGS ARE 10" X 18" AND CENTERED UNDER FOUNDATION WALLS, U.N.O.5. ALL COLUMN/SPREAD FOOTINGS ARE 10" X 18" X 18" AND CENTERED UNDER COLUMNS, U.N.O.6. THE TOP 1' OF ALL FOUNDATION WALLS SHALL HAVE (3) #4 BARS PER CITY OF REXBURG REQUIREMENTS. FOUND. WALLS SHALL HAVE #4 BARS @ 16" O.C. AND FOOTINGS SHALL HAVE (2) #4 BARS, MIN. 7. FOR CONCRETE PLACED AGAINST SOIL, REBAR SHALL HAVE 3" MIN. CONCRETE COVER, TYP.8. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEEN SOIL.9. THE BOTTOM OF ALL FOOTINGS AND SLABS SHALL BEAR ON SOLID NATIVE, INORGANIC, UNDISTRUBED SOIL OR COMPACTED STRUCTURAL FILL APPROVED BY GEOTECHNICAL ENGINEER OR INSPECTOR. 10. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED IBC/IRC SPECIAL INSPECTIONS, INCLUDING SOILS, CONCRETE, STEEL, AND LATERAL SYSTEMS. 11. PERIMETER FOUNDATION DRAINS ARE TO BE USED UNLESS GEOTECHNICAL ENGINEER, CIVIL ENGINEER OR CONTRACTOR DEEMS SOIL CAN DRAIN WATER AWAY FROM BASEMENT ADEQUATELY. IF DRAINS ARE INSTALLED, PERIMETER DRAINS AND WINDOW WELL DRAINS SHALL BE TIED TO A LARGE DRY WELL OR FRENCH DRAIN AS DESIGNED AND LOCATED BY GEOTECHNICAL ENGINEER OR CIVIL ENGINEER. PERIMETER DRAIN S SHALL BE DESIGNED BY GEOTECHNICAL OR CIVIL ENGINEER AND SHALL BE AT A MINIMUM 4" PERFORATED PIPE WITH 4 INCHES OF PEA GRAVEL AROUND IT AND WRAPPED IN FILTER FABRIC. PERIMETER DRAINS SHALL BE LOCATED ALONG SIDE THE TOP OF EACH BASEMENT FOOTING. BA S E M E N T P L A N N O T E S : 1. A L L D I M E N S I O N S A R E T O E D G E O F F R A M E D W A L L S , U . N . O . 2. A L L I N T E R I O R W A L L S A R E 2 X 4 F R A M E D W A L L S W / F R I C T I O N F I T SO U N D B A T T S , U . N . O . 3. A L L I N T E R I O R G Y P S U M B O A R D I S 5 / 8 " , T Y P . 4. A L L F I N I S H E D W O O D W O R K , T R I M A N D R A I L I N G S T O B E S E L E C T E D / DE S I G N E D B Y C O N T R A C T O R . 5. F L O O R I N G , W A L L A N D C E I L I N G F I N I S H E S T O B E S E L E C T E D B Y O W N E R / C O N T R A C T O R . 6. A L L S T A I R S T O B E C O D E C O M P L I A N T - RI S E R S 7 3 / 4 " M A X . T R E A D S 1 0 " MI N . ( S T A I R S S H O W N H A V E 1 1 " T R E A D S ) GENERAL NOTES:1. THIS PROJECT SHALL COMPLY WITH ALL CURRENT / APPLICABLE CODES, INCLUDING THE CURRENT VERSION OF THE INTERNATIONAL RESIDENTIAL CODE AND / OR THE INTERNATIONA L BUILDING CODE. THIS PROJECT SHALL ALSO COMPLY WITH THE CURRENT VERSION OF THE CITY AND/OR COUNTY ZONING / COMPREHENSIVE MASTER PLAN AND ANY OTHER REQUIREMENT FROM ANY AUTHORITY HAVING JURISD ICTION. 2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE BUILDING AND FIRE DEPARTMENTS AND ANY OTHER GOVERNING AUTHORITIES HAVING JURISDIC TION.3. THE CONTRACTOR SHALL MEET OR EXCEED ALL CONSTRUCTION INDUST RY STANDARDS AND ANY SPECIALTY REQUIREMENTS BY THE LOCAL JURI STICTION HAVING AUTHORITY. SITE NOTES:1. THE CONTRACTOR SHALL CONSULT WITH / HIRE A GEOTECHNICAL ENG INEER FOR ANY NON -TYPICAL SOILS CONDITIONS THAT MAY BE PRESENT IN REGARDS TO WATER DRAINAGE / INFILTRATION AND SOIL BEARING CAPACITY. 2. FINAL BUILDING STAKING AND ALL REQUIRED SURVEYING IS TO BE PERFORMED BY A COMPETENT SURVEYOR. STAKING SHALL MEET PLAT, SUBDIVISION, CITY AND ZONING REQUIRMENTS FOR ALL SETBACKS, EASEMENTS, PROPERTY BOUNDARIES, ETC.ARCHITECTURAL NOTES:1. ALL INFORMATION NOT CONTAINED HEREIN, SHALL BE PROVIDED BY CONTRACTOR.STRUCTURAL NOTES:1. Seismic Design Category:Depends on rock profile. Usually D but can be C, refer to geote chnical engineer.2. Ground Snow Load:50 psf 3. Roof Snow Load:35 psf 4. Wind Load:90 mph 5. Live Load:Same as IBC –IRC 6. Frost Depth:36 in (BOTTOM OF ALL FOOTINGS SHALL BE AT OR BELOW FROST DEPTH)7. ALL TRUSSES SHALL BE DESIGNE D, ENGINEERED AND STAMPED BY TR USS MANUFACTURER.8. ALL SPANS, LOADS, CONNECTIO NS AND BRACING SHALL MEET ALL AP PLICABLE CODES AND BE TAKEN FROM FROM ENGINEERED/CERTIFIED TABLES AND INDUSTRY STANDARDS.9. ALL FLOORS SHALL BE DESIGNED FOR A DEFLECTION OF: L / 360.10. ALL STRUCTURAL FRAMING, INCLUDING MEMBERS, CONNECTIONS, ETC . SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND/OR DESIGNED AND FRAMED BY A LICENSED/CO MPETENT FRAMER/CONTRACTOR. MECHANICAL NOTES:1. MECHANICAL SYSTEM TO BE GAS -FIRED, FORCED AIR SYSTEM, SELECTED BY CONTRACTOR / OWNER.2. MECHANICAL SYSTEM, INCLUDING DUCTWORK, SHALL BE SIZED AND D ESIGNED BY MECHANICAL CONTRACTOR AND MEET ALL CURRENT MECHANICAL CODES.2015 IRC NOTES:THE BUILDING SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIA L CODE AND THE 2015 INTERNATIONAL BUILDING CODE (WHEN APPLICABLE). THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING CONSTRUCTION CONFORMS TO CODE. IN PARTICULAR, THE FOLLOWING ITEMS SHALL CONF ORM TO THE REFERRED SECTION OF THE CODE.1) ALL OUTDOOR INTAKE & EXHAUST OPENINGS SHALL CONFORM TO SECT ION R303.5 2) ALL STAIRWAY (INTERIOR & EXTERIOR) ILLUMINATION SHALL CONFO RM TO SECTION R303.7 -R303.8 3) ALL GLAZING SHALL CONFORM TO SECTION R308. 4) ALL BASEMENT (WITH HABITABLE SPACE) & EVERY SLEEPING ROOM S HALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE & RESCUE OPENING CONFORMING TO SECTION R310. 5) ALL STAIR RISER SHALL NOT EXCEED 7 3/4" AND ALL TREADS SHAL L NOT BE LESS THAN 10" -REFER TO SECTION R311.7 FOR ALL STAIRWAY REQ'MNTS. 6) ALL HANDRAILS SHALL CONFORM TO SECTION R311.7.8 7) ALL GUARDS (GUARD RAILS) SHALL BE MIN. 36" REFER TO SECTION S R312 8) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. -IN EACH SLEEPING ROOM -OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY O F THE BEDROOMS -ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL SPACES & UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS w/SPLIT LEVELS & w/o AN INTERVENING DOOR BETWEEN THE ADJACENT LEVE LS. A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJ. LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN 1 FULL STORY BELOW UPPER LEVEL. -ALL ALARMS SHALL BE INTERCONNECTED (WHEN ONE ALARMS THEY ALL AL ARM) AND HARD WIRED. REFER TO SECTION R314. 9) ALL FOAM PLASTIC AND ALL INSULATION SHALL CONFORM TO SECTIO NS R316. REFER AND CONFORM TO APPENDIX F FOR RADON CONTROL METHODS AND REQUIREMENTS 3/ 4 " = 1 ' - 0 " 2 ST A I R , T Y P . D W UP RE F R AL L E X T E R I O R F R A M E D W A L L S : - TR E A T E D 2 X 6 B O T T O M P L A T E - SI D I N G ( S E L E C T E D B Y O W N E R / C O N T R A C T O R ) - TY V E K D R A I N W R A P W E A T H E R B A R R I E R O R SI M I L A R - R1 0 C O N T I N U O U S R I G I D I N S U L A T I O N - 1/ 2 " P L Y W O O D S H E A T H I N G - 2X 6 F R A M I N G - R2 0 B A T T I N S U L A T I O N - VA P O R B A R R I E R - 5/ 8 " G Y P . B O A R D I N S I D E PA R T O F 2 -HO U R FI R E S E P A R A T I O N WA L L W I T H E X I S T I N G AD J A C E N T RE S I D E N C E 28 ' - 0 " 19 ' - 6 " 10 ' - 0 " 2' - 0 1 / 1 6 " 1 2 ' - 0 " 2 1 ' - 0 " 4' - 0 " W D 3' - 1 3 / 4 " BE N C H BY O W N E R 7 ' - 2 " 1 1 ' - 1 0 1 / 4 " 11 ' - 1 3 / 4 " 1 0 ' - 1 1 / 4 " 3' - 1 1 / 4 " 2 ' - 8 1 / 2 " 3 ' - 6 " 4 ' - 1 0 1 / 4 " 5 ' - 7 1 / 2 " 1 ' - 1 1 1 / 4 " 3 ' - 0 " 2 ' - 1 1 1 / 4 " 4' - 1 1 / 4 " 5' - 3 " AP P L I A N C E S BY O W N E R AP P L I A N C E S BY O W N E R 8 ' - 9 5 / 8 " 12 ' - 1 3 / 4 " 6' - 3 5 / 8 " 5 ' - 4 5 / 8 " 5' - 7 1 / 4 " 3 ' - 2 1 / 8 " 47 ' - 6 " 5 ' - 0 " DN MA S T E R BE D R O O M MA S T E R BA T H WC L BE D R O O M 1 CL WC MU D LI V I N G HA L L KI T C H E N DI N I N G CO A T S SH W FRAMED OR CONCRETE PORCH WITH WIDE ENTRY STAIRS BETWEEN CENTER COLUMNS 1 5 ' - 3 3 / 4 " 3 ' - 3 1 / 2 " 5 ' - 4 5 / 8 " CL R . 3' - 0 " 5 ' - 3 1 / 4 " C O A T H O O K S B Y O W N E R 3 ' - 3 1 / 4 " LA U N D R Y 3/ 4 B A T H 2 ' - 0 " A3 . 0 1 A3 . 1 3 A3.0 2 2 A 3 4' - 0 " 3' - 0 " 9' - 0 " 3' - 0 " 4' - 0 " 5' - 0 " 1 4 EQ EQ EQ 4'-6 1/2" 5 1 / 2 " 5 1 / 2 " 5'-0"13'-8"8'-10"5'-9"5'-9"4'-0"38'-0" 5' - 0 " 3' - 0 " 7' - 0 " 3' - 0 " 10 ' - 0 " 28 ' - 0 " 3 ' - 4 7 / 8 " 5 1/2" 7 ' - 8 " 10 ' - 0 " 7' - 6 " 2' - 0 " 19 ' - 6 " EQ EQ GA R A G E 36 " H I G H RA I L I N G W I T H HA N D R A I L A N D NE W E L P O S T . DE S I G N E D / IN S T A L L E D B Y CO N T R A C T O R 1 2 3 6 4 5 7 8 9 11 12 13 10 C C C C CCCC F E C C G G 8" X 8" WRAPPED COLUMNS AL L C A S E W O R K B Y OW N E R / C O N T R A C T O R , TY P . WOOD TRIM / LEDGE OR LIVING ROOM WOOD FLOORING OVER BASEMENT WALL BELOW. DESIGNED / INSTALLED BY CONTRACTOR A3 . 1 1 6" X 1 2 " S T E P DR I V E , W A L K S A N D A L L S I T E IM P R O V E M E N T S A R E B Y CO N T R A C T O R / O W N E R 1 A4.0 1 A4 . 0 LI N E / W A L L O F EX I S T I N G AD J A C E N T H O U S E 3 ' - 0 " 8 ' - 0 " LI N E / W A L L O F EX I S T I N G AD J A C E N T H O U S E DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:24:55 PM A1.1Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 1 T. O . F I N I S H E D F L O O R - 1 S T F L R NFIRST FLOOR PLAN NOTES:1. ALL DIMENSIONS ARE TO EDGE OF FRAMED WALLS, U.N.O.2. ALL INTERIOR WALLS ARE 2X4 FRAMED WALLS, U.N.O. ALL EXTERI OR WALLS ARE 2X6 FRAMED WALLS, U.N.O.3. ALL INTERIOR WALLS TO HAVE FRICTION FIT SOUND BATTS, TYP.4. ALL INTERIOR GYPSUM BOARD IS 5/8", TYP.5. ALL FINISHES, FINISHED WOOD W ORK, CASEWORK, TRIM, COLUMNS AND RAILINGS TO BE SELECTED / DESIGNED BY CONTRACTOR.6. FLOORING, WALL AND CEILING FINISHES TO BE SELECTED BY OWNER / CONTRACTOR. 7. ALL CASEWORK SIZES, LAUNDRY WALL DIMENSIONS, ETC. TO BE VERIFIED WITH APPLIANCE DIMENSIONS, TYP.8. ALL PLUMBING FIXTURES LOCATED ON EXTERIOR WALLS SHALL BE PLUMBED FROM THE FLOOR. (NO PLUMBING TO BE LOCATED IN EXTERIOR WALLS, TYP.)9. ALL STAIRS TO BE CODE COMPLIANT -RISERS 7 3/4" MAX. TREADS 10" MIN. (STAIRS SHOWN HAVE 11" TREADS)10. CONTRACTOR TO VERIFY WITH OWNER ALL DOOR AND WINDOW SIZES, ROUGH OPENINGS, LOC ATIONS, QUANTITIES, ETC.11. ALL BOTTOM OF HOUSE WALL AND COLULMN FOOTINGS TO BE AT OR BELOW FROST DEPTH PER MADISON COUNTY.12. ALL GRADES ADJACENT TO TH E HOUSE ARE TO SLOPE AWAY FROM THE HOUSE 5% MIN.13. COORDINATE THE ELEVATION AND SLOPES OF ALL PATIOS, SIDEWALKS, STEPS AND DRIVEWAYS WITH EXISTING GRADES/TOPOGRAPHY. ALL FLAT WORK IS TO SLOPE 1/4" PER FOOT WHERE POSSIBLE, 1/8" PER FOOT MIN., AWAY FROM THE HOUSE DO O R S C H E D U L E DO O R # M A N U F . SI Z E HD W R . WI D T H H E I G H T C O M M E N T S 1 3 ' - 0 " 7 ' - 0 " 2 1 6 ' - 0 " 7 ' - 0 " 3 3 ' - 0 " 7 ' - 0 " 4 2 ' - 1 0 " 7 ' - 0 " 5 2 ' - 6 " 7 ' - 0 " 6 2 ' - 6 " 7 ' - 0 " 7 2 ' - 6 " 7 ' - 0 " 8 2 ' - 6 " 7 ' - 0 " 9 2 ' - 0 " 7 ' - 0 " 10 2 ' - 0 " 7 ' - 0 " 11 2 ' - 6 " 7 ' - 0 " 12 2 ' - 6 " 7 ' - 0 " 13 2 ' - 6 " 7 ' - 0 " 14 3 ' - 0 " 7 ' - 0 " 15 2 ' - 8 " 7 ' - 0 " 16 2 ' - 0 " 7 ' - 0 " 17 2 ' - 8 " 7 ' - 0 " 18 2 ' - 8 " 7 ' - 0 " 19 2 ' - 0 " 7 ' - 0 " 20 2 ' - 0 " 7 ' - 0 " 21 2 ' - 8 " 7 ' - 0 " 22 2 ' - 6 " 7 ' - 0 " 23 2 ' - 6 " 7 ' - 0 " WI N D O W S C H E D U L E MA R K C o u n t O P E R A T I O N M A N U F . R . O . W I D T H R . O . H E I G H T C O M M E N T S A 4 N / A 4 ' - 0 " 4 ' - 0 " W I N D O W W E L L W / E G R E S S A B L E L A D D E R A T B E D R O O M S , T Y P . B 4 4 ' - 0 3 / 4 " 4 ' - 0 3 / 4 " E G R E S S A B L E W I N D O W C 1 1 D O U B L E H U N G E 1 C A S E M E N T 2 ' - 6 3 / 4 " 3 ' - 0 3 / 4 " F 1 C A S E M E N T 2 ' - 0 3 / 4 " 3 ' - 0 3 / 4 " ( 1 ) I S L O C A T E D I N F R O N T G A B L E E ND O F A T T I C . S E E F R O N T EL E V A T I O N G 2 1 ' - 6 3 / 4 " 1 ' - 6 3 / 4 " D W IN S T A L L A L L R O O F / A T T I C V E N T S A L O N G B A C K S I D E O F R I D G E RI D G E S L O P E : 6 / 1 2 S L O P E : 6 / 1 2 SL O P E : 1 0 / 1 2 SL O P E : 1 0 / 1 2 VA L L E Y , T Y P . SE E N O T E S A3 . 0 1 A3 . 1 3 A3.0 2 RI D G E S L O P E : 6 / 1 2 SLOPE 10 /12 PO R C H R O O F B E L O W . PR O V I D E W O O D S O F F I T / C E I L I N G A T PO R C H W I T H T H R E E ( 3 ) R E C E S S E D O R CE I L I N G M O U N T E D L I G H T F I X T U R E S CE N T E R E D B E T W E E N E A C H C O L U M N RO O F I N G , T Y P . : - AS P H A L T S H I N G L E S , A R C H I T E C T U R A L G R A D E . T O B E S E L E C T E D BY O W N E R / C O N T R A C T O R . - GR A C E I C E A N D W A T E R S H I E L D O V E R E N T I R E R O O F , S E E MA N U F A C T U R E R F O R I N S T A L L A T I O N R E Q U I R E M E N T S A N D D E T A I L S . - 1/ 2 " P L Y W O O D S H E A T H I N G - FR A M I N G A S R E Q U I R E D . ( N O T E , D E S I G N / D R A W I N G S A R E B A S E D ON 2 X 1 0 R A F T E R F R A M I N G . I F D I F F E R E N T O R D E E P E R M E M B E R S OR T R U S S E S A R E U S E D , C O N T R A C T O R S H A L L C O O R D I N A T E T H O S E CH A N G E S W I T H A L L W O R K ; I N C L U D I N G B U T N O T L I M I T E D T O : RE Q U I R E D H E A D C L E A R A N C E S P E R C O D E , W I N D O W A N D D O O R CL E A R A N C E S , E T C . ) - R4 9 C L O S E D -CE L L S P R A Y F O A M I N S U L A T I O N B E T W E E N A L L R O O F FR A M I N G M E M B E R S . S E E M A N U F A C T U R E R F O R R E Q U I R E D TH I C K N E S S T O A C H I E V E R 4 9 . ( F I L L A L L V O I D S A N D G A P S CO M P L E T E L Y ) - VA P O R B A R R I E R I F C L O S E D -CE L L S P R A Y F O A M I S N O T U S E D AN D / O R D O E S N O T F I L L A L L V O I D S A N D G A P S C O M P L E T E L Y . ) - 1/ 2 " G Y P S U M B O A R D A T C E I L I N G . A3 . 1 1 SL O P E 10 / 1 2 THIS PORTION OF PORCH ROOF ALIGNS WITH HOUSE ROOF TH I S P O R T I O N O F PO R C H R O O F AL I G N S W I T H HO U S E R O O F 1 A4.0 1 A4 . 0 1/ 4 " = 1 ' - 0 " 1 RO O F P L A N DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:25:01 PM A2.0Charles Place Lot 13, Rexburg, ID 83440 NROOF PLAN NOTES:1. PROVIDE FLASHING WITH DRIP EDGE ALONG ALL FASCIA, TYP.2. FLASH ALL VALLEYS UP 12" MIN. EACH SIDE, TYP. ROOF FRAMING NOTES:1. PROVIDE FRAMING MEMBERS BASED ON INDUSTRY STANDARDS, TABLES, ETC. THE CONTRACTOR SHALL VERIFY ALL SIZES, CONNECTIONS, ETC. WITH A STRUCTURAL ENGINEER OR PER JOISTS/TRUSS MANUFACTURER/SUPPLIER RECOMMENDATIONS AND SHALL MODIFY THE FRAMING ACCORDINGLY, COORDINATING WITH ALL WORK. 2. DIMENSIONS ARE TO EDGE OF FOUNDATION WALLS, PLATES AND WALL FRAMING, U.N.O.3. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ALL REQUIRED IBC/IRC SPECIAL INSPECTIONS, INCLUDING BRACING AND LATERAL SYSTEMS. 4. ALL BEAMS ARE DIMENSIONED TO CENTER LINES.7. IF ROOF TRUSSES ARE SUBSTITUTED FOR FRAMING, TRUSSES ARE TO BE DESIGNED / ENGINEERED BY TR USS MANUFACTURER, SEE ROOF PLAN FOR PITCH.10. ROOF SHEATHING IS 1/2" EXTERIOR GRADE PLYWOOD, U.N.O.11. PROVIDE HURRICANE TIES OR STRAPS WHERE ROOF IS EXPOSED TO WIND AND UPLIFT CONDITIONS AND PER CODE AND LOCAL JURISDICTION REQUIREMENTS. T. O . S U B F L R . M A I N -0' - 1" T.O. FOOTING -BASEMENT -9' -6 7/8"T.O. SLAB -BASEMENT -9' -2 7/8"T.O. FINISHED FLOOR -1ST FLR 0' -0"T.O WALL PLATE -1ST FLR 8' -0 3/8" T. O . F O O T I N G - GA R A G E / P O R C H -4' - 2 7 / 8 " T. O . F O O T I N G - GA R A G E / P O R C H -4' - 2 7 / 8 " T. O . S L A B G A R A G E -1' - 0" T. O . F O U N D A T I O N W A L L -1' - 2 7 / 8 " T.O. FOUNDATION WALL -1' -2 7/8" T. O . W A L L P L A T E - GA R A G E 7' - 11 5 / 8 " T.O. RIDGE -EAST HOUSE 20' -5 19/32" EN T R Y D O O R WI N D O W S T O M A T C H AD J A C E N T H O U S E SI D I N G T O M A T C H A D J A C E N T H O U S E 8" X 8 " C O V E R E D P O S T S GA R A G E D O O R T O M A T C H AD J A C E N T H O U S E WI D E E N T R Y S T A I R S GA B L E E N D O F AD J A C E N T H O U S E GRADE, SLOPE AWAY FROM HOUSE, TYP. 12 10 12 10 6 / 1 2 6 / 1 2 AL L F A S C I A W / F L A S H I N G AN D D R I P E D G E , T Y P . WA L L F L A S H I N G A T R O O F , T Y P . T. O . R I D G E - GA R A G E 13 ' - 6 1 9 / 3 2 " AS P H A L T S H I N G L E RO O F , S E E R O O F P L A N LI G H T F I X T U R E S T O M A T C H A D J A C E N T HO U S E , C E N T E R O N W A L L S / S P A C E S , T Y P . PR O V I D E S I N G L E L I G H T F I X T U R E N E X T T O D O O R I F PR E F E R R E D O V E R O R I N A D D I T I O N T O T H E C E I L I N G MO U N T E D / R E C E S S E D F I X T U R E S P E R R O O F P L A N . . C AD J U S T F R A M I N G A N D T R I M A S RE Q U I R E D S O T H A T A L L F A S C I A DE P T H ' S M A T C H A N D A L I G N B O T H TO P A N D B O T T O M , T Y P . BASEMENT WINDOW WELL BEYOND, SEE WINDOW SCHEDULE FOR EGRESSABLE TYPES. FR A M E D O R C O N C R E T E P O R C H WI T H W I D E E N T R Y S T A I R S BE T W E E N C E N T E R C O L U M N S T. O . F O O T I N G -BASEMENT -9' - 6 7 / 8 " T. O . S L A B -BASEMENT -9' - 2 7 / 8 " T. O . F I N I S H E D F L O O R -1ST FLR 0' - 0" T. O W A L L P L A T E -1ST FLR 8' - 0 3 / 8 " T. O . F O U N D A T I O N W A L L -1' - 2 7 / 8 " T. O . R I D G E -EAST HOUSE 20 ' - 5 1 9 / 3 2 " WI N D O W S T O M A T C H AD J A C E N T H O U S E SI D I N G 8" X 8 " C O V E R E D P O S T S WO O D O R CO N C R E T E P O R C H WI T H W I D E E N T R Y ST A I R S B E Y O N D GR A D E , S L O P E A W A Y FR O M H O U S E , T Y P . BA S E M E N T W I N D O W W E L L S , SE E F L O O R P L A N F O R EG R E S S A B L E T Y P E S 6 12 12 / 1 2 AL L F A S C I A W / F L A S H I N G AN D D R I P E D G E AS P H A L T S H I N G L E RO O F , S E E R O O F P L A N AD J U S T F R A M I N G A N D T R I M A S RE Q U I R E D S O T H A T A L L F A S C I A DE P T H ' S M A T C H A N D A L I G N B O T H TO P A N D B O T T O M , T Y P . 1 A4 . 0 DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:14:44 PM A3.0Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 1 EL E V A T I O N S O U T H - F R O N T 1/ 4 " = 1 ' - 0 " 2 EL E V A T I O N E A S T - S I D E EXTERIOR ELEVATION NOTES:1. PROVIDE FLASHING WITH DRIP EDGE ALONG ALL FASCIA, TYP.2. ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER / CONTRACTOR.3. SEE ROOF PLAN FOR ALL ROOF INFORMATION T. O . S U B F L R . M A I N -0' - 1" T. O . F O O T I N G - BA S E M E N T -9' - 6 7 / 8 " T. O . S L A B - BA S E M E N T -9' - 2 7 / 8 " T. O . F I N I S H E D F L O O R - 1S T F L R 0' - 0" T. O W A L L P L A T E - 1S T F L R 8' - 0 3 / 8 " T.O. FOOTING -GARAGE/PORCH -4' -2 7/8"T.O. SLAB GARAGE -1' -0" T. O . F O U N D A T I O N W A L L -1' - 2 7 / 8 " T. O . B A S E P L A T E - 1S T F L R -1' - 1 3 / 8 " T.O. WALL PLATE -GARAGE 7' -11 5/8" T. O . R I D G E - EA S T H O U S E 20 ' - 5 1 9 / 3 2 " WI N D O W S T O M A T C H AD J A C E N T H O U S E SIDING TO MATCH ADJACENT HOUSE GRADE, SLOPE AWAY FROM HOUSE, TYP. BA S E M E N T W I N D O W W E L L S , SE E F L O O R P L A N F O R EG R E S S A B L E T Y P E S 12 10 12 10 6 / 1 2 GA R A G E RE A R DO O R 4" C O N C . D O O R PA D AL L F A S C I A W / F L A S H I N G AN D D R I P E D G E , T Y P . T.O. RIDGE -GARAGE 13' -6 19/32" AS P H A L T S H I N G L E RO O F , S E E R O O F P L A N AD J U S T F R A M I N G A N D T R I M A S RE Q U I R E D S O T H A T A L L F A S C I A DE P T H ' S M A T C H A N D A L I G N B O T H TO P A N D B O T T O M , T Y P . T. O . F O O T I N G - BA S E M E N T -9' - 6 7 / 8 " T. O . S L A B - BA S E M E N T -9' - 2 7 / 8 " T. O . F I N I S H E D F L O O R - 1S T F L R 0' - 0" T. O W A L L P L A T E - 1S T F L R 8' - 0 3 / 8 " T. O . F O O T I N G - GA R A G E / P O R C H -4' - 2 7 / 8 " T. O . S L A B G A R A G E -1' - 0" T. O . S U B F L O O R - 1S T F L R -0' - 0 3 / 4 " T. O . B A S E P L A T E - 1S T F L R -1' - 1 3 / 8 " T. O . W A L L P L A T E - GA R A G E 7' - 11 5 / 8 " T. O . R I D G E - EA S T H O U S E 20 ' - 5 1 9 / 3 2 " T. O . R I D G E - GA R A G E 13 ' - 6 1 9 / 3 2 " 12 6 12 6 12 6 10 / 1 2 10 / 1 2 10 / 1 2 WI N D O W S T O M A T C H AD J A C E N T H O U S E AL L F A S C I A W / F L A S H I N G AN D D R I P E D G E , T Y P . AS P H A L T S H I N G L E RO O F , S E E R O O F P L A N AD J U S T F R A M I N G A N D TR I M A S R E Q U I R E D S O TH A T A L L F A S C I A D E P T H ' S MA T C H A N D A L I G N B O T H TO P A N D B O T T O M , T Y P . BA S E M E N T W I N D O W W E L L BE Y O N D , S E E F L O O R P L A N FO R E G R E S S A B L E T Y P E S 6" S T E P A T DO O R B E Y O N D SL O P E G A R A G E C O N C . S L A B TO G A R A G E D O O R . GRADE / DRIVE, SLOPE AW A Y F R O M H O U S E , T Y P . 8" X 8 " C O V E R E D P O S T S FR A M E D O R CO N C R E T E P O R C H WITH WIDE ENTRY ST A I R S B E T W E E N CE N T E R C O L U M N S 1 A4 . 0 CO M P A C T E D B A C K F I L L / ST R U C T U R A L F I L L P E R GE O T E C H E N G I N E E R UN D I S T U R B E D S O I L O R ST R U C T U R A L F I L L A S RE Q U I R E D , S E E G E O T E C H OR S T R U C T U R A L E N G I N E E R 4" G R A V E L U N D E R A L L CO N C . S L A B S , T Y P . S E E RA D O N M I T I G A T I O N PL A N F O R V A P O R BA R R I E R A N D P I P I N G SP R A Y F O A M IN S U L A T I O N , S E E RO O F P L A N DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:14:50 PM A3.1Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 3 EL E V A T I O N N O R T H - R E A R EXTERIOR ELEVATION NOTES:1. PROVIDE FLASHING WITH DRIP EDGE ALONG ALL FASCIA, TYP.2. ALL WINDOWS AND DOORS TO BE SELECTED BY OWNER / CONTRACTOR.3. SEE ROOF PLAN FOR ALL ROOF INFORMATION 1/ 4 " = 1 ' - 0 " 1 EL E V A T I O N W E S T - G A R A G E S I D E T. O . S U B F L R . M A I N -0' - 1" T. O . F O O T I N G - BA S E M E N T -9' - 6 7 / 8 " T. O . S L A B - BA S E M E N T -9' - 2 7 / 8 " T. O . F I N I S H E D F L O O R - 1S T F L R 0' - 0" T. O W A L L P L A T E - 1S T F L R 8' - 0 3 / 8 " T. O . F O O T I N G - GA R A G E / P O R C H -4' - 2 7 / 8 " T.O. SLAB GARAGE -1' -0"T.O. FOUNDATION WALL -1' -2 7/8" T. O . B A S E P L A T E - 1S T F L R -1' - 1 3 / 8 " T.O. WALL PLATE -GARAGE 7' -11 5/8" 2 A1 . 0 CO M P A C T E D B A C K F I L L / ST R U C T U R A L F I L L P E R GE O T E C H E N G I N E E R UN D I S T U R B E D S O I L O R ST R U C T U R A L F I L L A S RE Q U I R E D , S E E G E O T E C H OR S T R U C T U R A L E N G I N E E R 4" G R A V E L U N D E R A L L C O N C . S L A B S , TY P . S E E R A D O N M I T I G A T I O N P L A N F O R VA P O R B A R R I E R A N D P I P I N G SP R A Y F O A M IN S U L A T I O N , S E E RO O F P L A N GABLE END OF ADJACENT HOUSE 1 0 ' - 5 5 / 8 " EXISTING STL. REINF. FOUNDATION WALL AND SHARED FOOTING WE A T H E R -TI G H T E X P A N S I O N JO I N T B E T W E E N N E W A N D EX I S T I N G R O O F A N D W A L L S , T Y P . MIN.4'-0"EXISTING 2 -HOUR FIRE WALL UP TO 4'-0" MIN. PAST LOWER ROOF OR EXISTING 1 -HOUR FIRE WALL AND NEW 1 -HOUR FIRE WALL WITH 1 -HOUR GARAGE CEILING 4'-0" INTO SPACE MIN.4'-0"2 -HOUR FIRE WALL ASSEMBLY MINIMUM DESIGN:EACH 1 -HOUR RATING COMPRISES OF EITHER: (1) 5/8" TYPE X GYP. BD. LAYER. OR (1) 5/8" REG. GYP. BD. AND (1) HALF -HOUR FIRE TREATED EXTERIOR SHEATHING. (SHEATHING AT EACH WALL MAY BE SUBSTITUTED FOR AN ADDITIONAL 5/8" LAYER OF GYP. BD.)NEW STL. REINF. FOUNDATION WALL AT T I C T R U S S E S , F R A M I N G O R CA T H E D R A L C E I L I N G P E R C O N T R A C T O R / OW N E R , S E E S T R U C T U R A L D R A W I N G S AT T I C BA T H MU D LI V I N G GA R A G E FA M I L Y BA T H ME C H . PE R I M E T E R D R A I N PE R G E O T E C H O R AS R E Q U I R E D B Y SO I L S C O N D I T I O N AL L E X T E R I O R B A S E M E N T W A L L S : - WA T E R P R O O F I N G A N D R 5 CO N T I N U O U S I N S U L A T I O N , M I N . - SE A L E D 8 " S T L . R E I N F O R C E D CO N C R E T E W A L L - 2X 4 F R A M I N G W / R 1 3 B A T T IN S U L A T I O N - VA P O R B A R R I E R - 5/ 8 " G Y P . B O A R D DATE / TIME:P.O. Box 1320 Jackson, Wyoming 83001 (201) 208 -7287 www.stephenstumpf.com REVISIONS:STEPHEN STUMPF THESE PLANS AND DRAWINGS ARE PROVIDED AS A DRAFTING SERVICE ONLY FOR AND BEHALF OF THE OWNER AND/OR CONTRACTOR LISTED ON THIS TITLE BLOCK; WHO ARE SOLELY RESPONSIBLE FOR THE USE OF THESE DRAWINGS AND ALL CONSTRUCTION METHODS, QUANTITIES, DETAILING, ENGINEERING OF ALL SYSTEMS AND COMPONENTS, DESIGN, CODE AND JURISDICTION COMPLIANCY, ERRORS AND OMMISSIONS, ETC. IN NO WAY, IMPLIED OR DIRECTLY, IN PART OR WHOLE; SHALL STEPHEN STUMPF BE HELD LIABLE FOR THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS. THESE PLANS AND DRAWINGS, ONCE PAID FOR IN FULL, ARE FOR THE SINGLE USE / PROJECT AS LISTED ON THE TITLE BLOCK AND SHALL NOT BE USED ON ANY OTHER PROJECT OR LOCATION. ANY OTHER USE IN WHOLE OR IN PART THAT IS NOT EXPRESSLY AGREED UPON IN WRITING AND PAID FOR, SHALL BE DEEMED ILLEGAL AND AN INFRINGMENT OF COPYRIGHT LAW AND SHALL BE PUNISHABLE TO THE FULLEST EXTENT OF THE LAW.THE OWNER'S AND/OR CONTRACTOR'S USE OF THESE PLANS AND DRAWINGS, IN WHOLE OR IN PART, CONSTITUTES THEIR COMPLETE UNDERSTANDING AND ACCEPTANCE OF THESE CONDITIONS AND ALL LIABILITY AND RESPONSIBILITIES HEREUNTO APPERTAINING. 4/30/19 OWNER:CHARLES PLACE LLC CONTRACTOR:THOMAS K MOUNTS CONSTRUCTION 5/2/2019 12:14:55 PM A4.0Charles Place Lot 13, Rexburg, ID 83440SECTION NOTES:1. FRAMING SHOWN IN THESE DRAWINGS ARE FOR GENERAL CONCEPT ONLY. ALL FRAMING, STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER.2. TRUSSES, WHERE USED, SHALL BE DESIGNED, ENGINEERED AND STAMPED BY A LICENSED ENGINEER / TRUSS MANUFACTURER. 1/ 4 " = 1 ' - 0 " 1 CR O S S S E C T I O N