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HomeMy WebLinkAboutPLANS & COMCHECK - 22-00218 - 155 & 171 Charles Place - New SFR - Twin HomeLO T # DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:39 AM 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 Z O 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 I C 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 T I 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 R Y 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 S T 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 I N 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 / I N 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 P E 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 C O 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 c h 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 U S 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 N S A N D B R A C I N G S H AL L M E E T A L L A P P L 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 E S 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 V E 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 O R 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 I O 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 R M 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 SL E E P I N G R O O M S H A 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 , B U 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 L S . 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 T H 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 A R 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 N S 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 8 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 7 N a t i o n a l E l e c t r i c a l C o d e 20 1 8 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 8 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 8 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 8 F u e l G a s C o d e 20 1 8 E x i s t i n g B u i l d i n g C o d e 20 1 7 I d a h o P l u m b i n g C o d e 20 1 8 I n t e r 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 : AT T A C H E D D U P L E X ( R E S I D E N T I A L 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 / D U P L E X : LE F T 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 : 989 S.F. FI R S T F L O O R : 1010 S.F. .TO T A L H A B I T A B L E : 1,999 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 : 441 S.F. BA S E M E N T U T I L I T Y : 73 S.F. TO T A L N O N -HA B I T A B L E : 514 S.F. TO T A L A R E A : 2,513 S.F. BU I L D I N G F O O T P R I N T : 1,615 S.F. (INCLUDES FRONT PORCH) HE I G H T ( F R O M G R A D E ) : TO P O F R I D G E : 20' -3" RI G H T 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 : FI R S T F L O O R : 1135 S.F. SE C O N D F L O O R : 701 S.F. .TO T A L H A B I T A B L E : 1,836 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 : 525 S.F. TO T A L N O N -HA B I T A B L E : 525 S.F. TO T A L A R E A : 2,361 S.F. BU I L D I N G F O O T P R I N T : 1,714 S.F. (INCLUDES FRONT PORCH) HE I G H T ( F R O M G R A D E ) : TO P O F R I D G E : 25' -1" TO T A L D U P L E X : TO T A L B U I L D I N G A R E A : 4,874 S.F. TO T A L B U I L D I N G F O O T P R I N T : 3,329 S.F.OWNER: Name: Stephen Zollinger Address: 707 Engleman St.City / State: Rexburg, ID Zip Code: 83440 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 - L e f t H o u s e G1.2 R E S C h e c k - R i g h t H o u s e ARCHITECTURAL A1.0 B A S E M E N T / F O U N D . P L A N A1.1 F I R S T F L O O R P L A N A1.2 S E C O N D 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 F R O N T & L E F T E L E V A T I O N S A3.1 R E A R & R I G H T E L E V A T I O N S CONTRACTOR: Name: Stephen Zollinger Construction License: Contact #: 208 -716 -1316 Address: 707 Engleman St.City / State: Rexburg, ID Zip Code: 83440PROJECT: Name: Charles Place, Lot #Address: Charles Place, Lot #City / State: Rexburg, ID Zip Code: 83440 LE F T H O U S E RI G H T H O U S E DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:44 AM G1.1Charles Place Lot 13, Rexburg, ID 83440 DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:49 AM G1.2Charles Place Lot 13, Rexburg, ID 83440 UP 10 " X 1 8 " S T L . RE I N F O R C E D C O N C . ST R I P F O O T I N G S , T Y P . VE R I F Y W / S T R U C T U R A L EN G I N E E R 4" S L A B O N G R A D E , OV E R V A P O R / R A D O N BA R R I E R A N D 4 " O F 1/ 2 " -3/ 4 " C L E A N G R A V E L FO R F R E E F L O W O F RA D O N G A S E S T O PE R F O R A T E D R A D O N PI P E S Y S T E M , T Y P . 10 " T H I C K E N E D S L A B X 1 8 " WI D E A T A L L 2 X 6 B E A R I N G WA L L S , T Y P . V E R I F Y W/ S T R U C T U R A L E N G I N E E R 4" S L A B O N G R A D E AB O V E , O V E R 4 " O F 1/ 2 " -3/ 4 " C L E A N GR A V E L F O R F R E E FL O W O F R A D O N GA S E S T O PE R F O R A T E D P I P E SY S T E M , T Y P . 11 7 / 8 " T J I s @ 1 6 " O . C . A B O V E , VE R I F Y W / S T R U C T U R A L EN G I N E E R VENTED CRAWL SPACE OR SLAB -ON -GRADE WITH VAPOR/RADON BARRIER AND 4" OF 1/2"-3/4" CLEAN GRAVEL FOR FREE FLOW OF RADON GASES TO PERFORATED RADON PIPE SYSTEM, TYP. 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 AB O V E 3 A 1 4 2 1 A1 . 2 3 8 ' - 0 " 28 ' - 0 " 1 3 ' - 4 " 11 ' - 9 " 12 ' - 0 1 / 2 " 2' - 0 " 1 1 ' - 0 " 10 ' - 0 " 28'-0" 21 ' - 0 " 4 ' - 0 " 4 ' - 0 " 4' - 0 " 4' - 0 " 4 ' - 0 " 4 ' - 0 " 28 ' - 0 " 2 1 ' - 0 " 4" 2' - 2 " 16 ' - 0 " 2' - 1 0 " 4 ' - 0 " 2 5 ' - 0 " 42'-0" 2' - 1 0 " 16 ' - 0 " 2' - 2 " 1 0 ' - 8 " 5 ' - 4 1 / 4 " 1 1 ' - 7 3 / 4 " 8'-8"19'-4" 6 ' - 1 3 / 8 " C L R 5 ' - 0 " 7' - 0 5 / 1 6 " 7' - 0 5 / 1 6 " 7' - 0 5 / 1 6 " 7 ' - 0 " 7' - 0 " CL BE D R O O M 1 BE D R O O M 2 CL LI N BA T H R O O M UT I L I T Y ST O R A G E FA M I L Y RO O M 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 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 " C O 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 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 10 " X 1 0 " C O N C . P I E R F O U N D A T I O N AB O V E F O R P O R C H C O L U M N S W I T H 18 " X 1 8 " S P R E A D F O O T I N G . V E R I F Y W/ S T R U C T U R A L E N G I N E E R A N D SO I L S C O N D I T I O N S EG R E S S A B L E W I N D O W WI T H E G R E S S A B L E WI N D O W W E L L . P R O V I D E PE R M A N E N T L A D D E R I F DE P T H I S 4 4 " O R GR E A T E R , P E R C O D E EG R E S S A B L E W I N D O W WI T H E G R E S S A B L E WI N D O W W E L L . P R O V I D E PE R M A N E N T L A D D E R I F DE P T H I S 4 4 " O R GR E A T E R , P E R C O D E EG R E S S A B L E W I N D O W W I T H EG R E S S A B L E W I N D O W W E L L . PR O V I D E P E R M A N E N T L A D D E R I F DE P T H I S 4 4 " O R G R E A T E R , P E R CO D E ST L . R E I N F . C O N C . FO U N D . W A L L S , TY P . V E R I F Y W/ S T R U C T U R A L EN G I N E E R 4" S L A B O N G R A D E AB O V E , O V E R 4 " O F 1/ 2 " -3/ 4 " C L E A N GR A V E L F O R F R E E FL O W O F R A D O N GA S E S T O PE R F O R A T E D P I P E SY S T E M , T Y P . PR O V I D E 4 " D R A I N P I P E / T I L E EM B E D E D I N G R A V E L U N D E R EX P O S E D P O R C H T O EX T E R I O R O F H O U S E . PR O T E C T E N D S W / R O D E N T SC R E E N GRADE TO DRAIN CC C 15 18 16 17 21 20 19 22 23 24 PERFORATED RADON PIPE SYSTEM BY CONTRACTOR. PIPES TO BE RUN WITHIN GRAVEL AND UP INTERIOR WALLS AND VENT UP THROUGH ROOF AS REQUIRED BY CODE PE R F O R A T E D R A D O N P I P E S Y S T E M BY C O N T R A C T O R . P I P E S T O B E R U N WI T H I N G R A V E L A N D U P I N T E R I O R WA L L S A N D V E N T U P T H R O U G H RO O F A S R E Q U I R E D B Y C O D E 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 R O O F S A N D WA L L S , T Y P . 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 R O O F S A N D WA L L S , T Y P . DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:11 AM 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 CITY 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 DRAINS 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 ) LE F T H O U S E RIGHT HOUSE D W UP DWUP 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 28 ' - 0 " 21 ' - 0 " 1 7 ' - 0 " 2 1 ' - 0 " W D 3' - 1 3 / 4 " 8 ' - 6 1 / 4 " 1 1 ' - 8 3 / 4 " 2 ' - 7 1 / 4 " 5 ' - 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 12 ' - 2 3 / 8 " 6' - 4 3 / 8 " 49 ' - 0 " DN PR I M A R Y BE D R O O M WI C WC SH W FR A M E 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 T W E E N CE N T E R C O L U M N S 2 2 ' - 1 0 7 / 8 " 4 ' - 9 " A3 . 0 1 A3 . 1 3 A3 . 0 2 3 A 1 4' - 6 " 3' - 4 " 6' - 4 " 3' - 1 " 4' - 6 " 6' - 3 " 4 2 EQ EQ EQ 4 ' - 6 1 / 2 " 3' - 5 1 / 2 " 3' - 5 1 / 2 " 5 ' - 0 " 1 8 ' - 1 1 / 2 " 7 ' - 1 1 1 / 4 " 7 ' - 1 1 1 / 4 " 4 ' - 0 " 3 8 ' - 0 " 2' - 6 " 8' - 2 " 17 ' - 4 " 28 ' - 0 " 3 ' - 4 7 / 8 " 5 1 / 2 " 5 ' - 5 " 19 ' - 0 " 2' - 0 " 21 ' - 0 " 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 4 5 9 10 A A A A AAA B A A 8" X 8 " W R A P P E D C O L U M N S 1 A1 . 2 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 . WO O D T R I M / L E D G E O R L I V I N G R O O M W O O D FL O O R I N G O V E R B A S E M E N T W A L L B E L O W . DE S I G N E D / I N S T A L L E D B Y C O N T R A C T O R 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 LI N E / W A L L O F AD J A C E N T H O U S E A3.1 1 3' - 0 " 3 ' - 6 5 / 8 " W D 3' - 0 " 5 ' - 0 " 2' - 0 " 7' - 1 0 1 / 4 " 1 ' - 1 1 1 / 4 " 12 ' - 1 3 / 4 " 4'-8"7'-9"4'-8" 8 ' - 7 3 / 4 " 9' - 8 1 / 2 " 14'-0"2'-0"3'-4"5'-7 7/16"2'-10"4'-3 3/8"2'-10"11'-6 5/16"13'-0"3'-0 1/2"4'-2 1/8"5'-10"4'-7 5/8"5'-4 7/16"3'-4 5/8"8'-4 9/16"28'-0"1'-6"42'-0"6'-6" 10 ' - 0 " 4'-8"8'-8"4'-8" 6 ' - 1 0 1 / 4 " 1 1 ' - 7 3 / 4 " 18'-0" 4' - 1 0 " 3'-5 3/16" 10 ' - 0 " 3 6 ' - 7 3 / 4 " EQ EQ1'-7 3/4"2'-10" PO W D E R UTIL LAUNDPANTRY WICPRIMARYBEDROOMBATH COATWHDININGKITCHEN LIVING OF F I C E MU D BA T H REFR DW 2 ' - 6 " APPLIANCES BY OWNER 2'-1"2'-3"2'-3"2'-1"EQEQ 2' - 3 " 2'-3" 2' - 9 " 2'-9"6'-3"16'-0 11/16"12'-2 9/16"7'-5 13/16"EQEQEQEQ EQEQ 5 ' - 8 1 / 4 " 4 ' - 9 1 1 / 1 6 " E Q E Q 9' - 1 1 5 / 8 " 7'-3 1/2"7'-10 1/8"2'-10 3/4" 21 ' - 0 " 49 ' - 0 " 3" 49 ' - 0 " 19 ' - 0 " 2' - 0 " 1' - 1 1 7 / 8 " 1' - 1 1 7 / 8 " 3 ' - 6 1 / 2 " 3 ' - 6 1 / 2 " E Q E Q GA R A G E A A AAA A AA AAEEAAAAAA D 3 6 ' - 7 3 / 4 " 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 R O O F S A N D WA L L S , T Y P . 8 7 6 11 12 1314 29 30 252726283231363537 38 3433 39 40 EX I S T I N G 2 -HO U R F I R E W A L L T O R O O F , P A S T LO W E R R O O F , T Y P . OR EX I S T I N G 1 -HO U R F I R E W A L L A N D N E W 1 -HO U R F I R E WA L L W I T H 1 -HO U R G A R A G E C E I L I N G 4 ' -0" I N T O S P A C E 2 -HO U R F I R E W A L L A S S E M B L Y MI N I M U M G A R A G E 2 -HR W A L L D E S I G N : EA C H 1 -HO U R R A T I N G C O M P R I S E S O F E I T H E R : ( 1 ) 5 / 8 " T Y P E X G Y P . B D . L A Y E R . O R ( 1 ) 5 / 8 " R E G . G Y P . B D . A N D ( 1 ) H A L F - HO U R F I R E T R E A T E D E X T E R I O R S H E A T H I N G . ( S H E A T H I N G AT E A C H W A L L M A Y B E S U B S T I T U T E D F O R A N A D D I T I O N A L 5/ 8 " L A Y E R O F G Y P . B D . ) 4' - 0 " 4' - 0 " 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 R O O F S A N D WA L L S , T Y P . DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:14 AM 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 EXTERIOR 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 WORK, 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, LOCATIONS, 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 LE F T H O U S E RIGHT HOUSE UP T. O . F I N I S H E D F L O O R - 1S T F L R 0' - 0" T. O . B A S E P L A T E - 1S T F L R -1' - 1 3 / 8 " 3 ' - 0 " 6 ' - 1 1 1 / 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 ' - 0 " A3.1 1 26'-3 1/4" 2' - 3 7 / 8 " 2' - 0 " 2' - 0 " 2' - 3 7 / 8 " 13'-1 5/8"13'-1 5/8"PROVIDE ONE EGRESS WINDOW ON THIS WALL, CENTERED WITH PITCH/UPSTAIRSSEE ROOF PLAN FOR ROOFING, INSULATION, ETC. 4' H I G H K N E E W A L L , T Y P . 4' HIGH KNEE WALL, TYP. GA R A G E BE L O W PR O V I D E G U A R D R A I L O R HA L F W A L L O R W A L L AR O U N D E N T I R E S T A I R S , TY P . CO O R D I N A T E S T A I R R I S E R HE I G H T W I T H D E P T H O F FL O O R F I N I S H E S F E E E DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:16 AM A1.2Charles Place Lot 13, Rexburg, ID 83440 3/ 4 " = 1 ' - 0 " 1 ST A I R , T Y P . 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 ' - 4 " 7 ' - 0 " 7 2 ' - 4 " 7 ' - 0 " 8 2 ' - 6 " 7 ' - 0 " 9 2 ' - 6 " 7 ' - 0 " 10 2 ' - 6 " 7 ' - 0 " 11 2 ' - 0 " 7 ' - 0 " 12 2 ' - 0 " 7 ' - 0 " 13 2 ' - 6 " 7 ' - 0 " 14 2 ' - 6 " 7 ' - 0 " 15 2 ' - 8 " 7 ' - 0 " 16 3 ' - 0 " 7 ' - 0 " 17 3 ' - 0 " 7 ' - 0 " 18 2 ' - 8 " 7 ' - 0 " 19 3 ' - 0 " 7 ' - 0 " 20 3 ' - 0 " 7 ' - 0 " 21 2 ' - 0 " 7 ' - 0 " 22 2 ' - 6 " 7 ' - 0 " 23 3 ' - 0 " 7 ' - 0 " 24 2 ' - 8 " 7 ' - 0 " 25 3 ' - 0 " 7 ' - 0 " 26 2 ' - 6 " 7 ' - 0 " 27 2 ' - 4 " 7 ' - 0 " 28 2 ' - 0 " 7 ' - 0 " 29 2 ' - 6 " 7 ' - 0 " 30 2 ' - 6 " 7 ' - 0 " 31 2 ' - 6 " 7 ' - 0 " 32 2 ' - 6 " 7 ' - 0 " 33 2 ' - 6 " 7 ' - 0 " 34 2 ' - 4 " 7 ' - 0 " 35 2 ' - 0 " 7 ' - 0 " 36 2 ' - 0 " 7 ' - 0 " 37 2 ' - 4 " 7 ' - 0 " 38 2 ' - 1 0 " 7 ' - 0 " 39 3 ' - 0 " 7 ' - 0 " 40 1 6 ' - 0 " 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 2 8 D O U B L E H U N G < v a r i e s > < v a r i e s > < v a r i e s > B 1 D O U B L E H U N G 2 ' - 3 3 / 4 " 3 ' - 0 3 / 4 " C 3 C A S E M E N T 4 ' - 0 3 / 4 " 4 ' - 0 3 / 4 " E G R E S S A B L E W I N D O W D 1 D O U B L E H U N G 2 ' - 0 3 / 4 " 4 ' - 6 3 / 4 " E 5 D O U B L E H U N G < v a r i e s > 3 ' - 0 3 / 4 " F 1 D O U B L E H U N G 2 ' - 6 3 / 4 " 4 ' - 6 3 / 4 " E G R E S S A B L E W I N D O W 1/ 4 " = 1 ' - 0 " 2 T. O . F I N I S H E D F L O O R - 2 N D F L R RIGHT HOUSE D W DWUP RI D G E S L O P E : 9 / 1 2 S L O P E : 9 / 1 2 SLOPE: 6 / 12 AWAY FROM WALL OVER BAY WINDOW BELOW 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 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 . TO 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 . - 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 M A 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 RE 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 O N 2 X 1 0 R A F T E R F R A M I N G . I F DI F F E R E N T O R D E E P E R M E M B E R S O R 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 : R E Q U I R E D H E A D C L E A R A N C E S P E R CO D E , W I N D O W A N D D O O R C L 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 F R A M I N G M E M B E R S . S E E MA N U F A C T U R E R F O R R E Q U I R E D T H 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 A N 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 GA 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 : 9 / 1 2 SL O P E : 9 / 1 2 SL O P E : 9 / 1 2 SL O P E : 9 / 1 2 SL O P E : 9 / 1 2 SL O P E : 9 / 1 2 S L O P E : 9 / 1 2 S L O P E : 9 / 1 2 SLOPE: 9 / 12 SLOPE: 9 / 12 SLOPE: 9 / 12 SLOPE: 9 / 12 SL O P E : 9 / 1 2 SL O P E : 9 / 1 2 SL O P E : 4 / 1 2 OV E R P O R C H PR O V I D E 3 / 4 " M I N . V E R T . FL A S H I N G A T R O O F E D G E AT S T A I R S T O D I V E R T R A I N ST A I R S S H O W N B E L O W F O R RE F E R E N C E PR O V I D E 1 " M I N . V E R T . F L A S H I N G AT R O O F E D G E O R G U T T E R O V E R RE A R D O O R T O D I V E R T RA I N / R U N O F F PR O V I D E 1 1 / 2 " M I N . V E R T . F L A S H I N G A T R E A R R O O F E D G E OR G U T T E R O V E R R E A R D O O R T O D I V E R T R A I N / R U N O F F CO N C . P A D S H O W N B E L O W FO R R E F E R E N C E CO N C . P A D S H O W N BE L O W F O R R E F E R E N C E EX I S T I N G 2 -HO U R F I R E W A L L T O R O O F , P A S T LO W E R R O O F , T Y P . OR EX I S T I N G 1 -HO U R F I R E W A L L A N D N E W 1 -HO U R F I R E WA L L W I T H 1 -HO U R G A R A G E C E I L I N G 4 ' -0" I N T O S P A C E 2 -HO U R F I R E W A L L A S S E M B L Y MI N I M U M G A R A G E 2 -HR W A L L D E S I G N : EA C H 1 -HO U R R A T I N G C O M P R I S E S O F E I T H E R : ( 1 ) 5 / 8 " T Y P E X G Y P . B D . L A Y E R . O R ( 1 ) 5 / 8 " R E G . G Y P . B D . A N D ( 1 ) H A L F - HO U R F I R E T R E A T E D E X T E R I O R S H E A T H I N G . ( S H E A T H I N G AT E A C H W A L L M A Y B E S U B S T I T U T E D F O R A N A D D I T I O N A L 5/ 8 " L A Y E R O F G Y P . B D . ) 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 R O O F S A N D WA L L S , T Y P . 4' - 0 " 4' - 0 " 1/ 4 " = 1 ' - 0 " 1 RO O F P L A N DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:25 AM A2.0Charles Place Lot 13, Rexburg, ID 83440 N ROOF 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 TRUSS 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. LE F T H O U S E RIGHT HOUSE T. O . S U B F L R . M A I N -0' - 0 3 / 4 " 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 / G A R A G E S 9' - 0 3 / 8 " T. O . F O O T I N G - GA R A G E / P O R C H / C R A W L S P A C E -4' - 2 7 / 8 " T.O. FOOTING -GARAGE/PORCH/CRAWL SPACE -4' -2 7/8"T.O. FOUNDATION WALL -1' -2 7/8" T. O . F O U N D A T I O N W A L L -1' - 2 7 / 8 " T.O. RIDGE -RIGHT HOUSE 25' -0 25/32" T. O . R I D G E - LE F T H O U S E 20 ' - 3 1 / 1 6 " EN T R Y D O O R 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 C O L U M N 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 GR A D E , S L O P E A W A Y FR O M H O U S E , T Y P . 12 9 12 9 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. RIDGE -GARAGE RIGHT 18' -9 7/16" AS P H A L T S H I N G L E R O O F , TY P . 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 . 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 W I N D O W S C H E D U L E FO R E G R E S S A B L E T Y P E S . 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. WALL PLATE -1ST FLR 9' -0 3/8" 12 9 12 9 12 912 9 1'-6 3/4"SIDING TO MATCH ADJACENT HOUSEWALL FLASHING AT ROOF, TYP.FRAMED OR CONCRETE PORCH WITH WIDE ENTRY STAIRS BETWEEN CENTER COLUMNS 8"X8" COVERED COLUMNS T. O . R I D G E - GA R A G E L E F T 17 ' - 5 1 1 / 1 6 " LI G H T F I X T U R E S T O M A T C H AD J A C E N T H O U S E , C E N T E R O N WA L L S / S P A C E S , T Y P . 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 R O O F S A N D WA L L S , T Y P . EX I S T I N G 2 -HO U R F I R E W A L L T O R O O F , P A S T LO W E R R O O F , T Y P . OR EX I S T I N G 1 -HO U R F I R E W A L L A N D N E W 1 -HO U R F I R E WA L L W I T H 1 -HO U R G A R A G E C E I L I N G 4 ' -0" I N T O S P A C E 2 -HO U R F I R E W A L L A S S E M B L Y MI N I M U M G A R A G E 2 -HR W A L L D E S I G N : EA C H 1 -HO U R R A T I N G C O M P R I S E S O F E I T H E R : ( 1 ) 5 / 8 " T Y P E X G Y P . B D . L A Y E R . O R ( 1 ) 5 / 8 " R E G . G Y P . B D . A N D ( 1 ) H A L F - HO U R F I R E T R E A T E D E X T E R I O R S H E A T H I N G . ( S H E A T H I N G AT E A C H W A L L M A Y B E S U B S T I T U T E D F O R A N A D D I T I O N A L 5/ 8 " L A Y E R O F G Y P . B D . ) 4' - 0 " 4' - 0 " 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 / G A R A G E S 9' - 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 - RI G H T H O U S E 25 ' - 0 2 5 / 3 2 " T. O . R I D G E - LE F T H O U S E 20 ' - 3 1 / 1 6 " WINDOWS TO MATCH ADJACENT HOUSE SI D I N G 8"X8" COVERED POSTS WOOD OR CONCRETE PORCH WITH WIDE ENTRY STAIRS BEYOND 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 E G R E S S A B L E WI N D O W E W E L L S , S E E F L O O R PL A N 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 12 9 12 9 DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:30 AM A3.0Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 1 EL E V A T I O N - F R O N T 1/ 4 " = 1 ' - 0 " 2 EL E V A T I O N L E F 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 LE F T H O U S E RIGHT HOUSE LE F T H O U S E 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 . F I N I S H E D F L O O R - 2N D F L R 10 ' - 1 3 / 4 " T.O WALL PLATE -1ST FLR / GARAGES 9' -0 3/8" T. O . F O O T I N G - GA R A G E / P O R C H / C R A W L S P A C E -4' - 2 7 / 8 " T.O. FOUNDATION WALL -1' -2 7/8" 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 - RI G H T H O U S E 25 ' - 0 2 5 / 3 2 " T. O . B A S E P L A T E - 1S T F L R -1' - 1 3 / 8 " T.O. BASE PLATE -1ST FLR -1' -1 3/8"T.O. RIDGE -LEFT HOUSE 20' -3 1/16"WINDOWS TO MATCH ADJACENT HOUSE SI D I N G T O M A T C H AD J A C E N T H O U S E GR A D E , S L O P E A W A Y FR O M H O U S E , T Y P . BASEMENT WINDOW WELLS, SEE FLOOR PLAN FOR EGRESSABLE TYPES129129 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 . R I D G E - GA R A G E R I G H T 18 ' - 9 7 / 1 6 " AS P H A L T S H I N G L E RO O F , T Y P . S E E R O O F PL 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 . W A L L P L A T E - 1S T F L R 9' - 0 3 / 8 " T.O. RIDGE -GARAGE LEFT 17' -5 11/16" 4" C O N C . D O O R PA D GA R A G E RE A R DO O R 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 R O O F S A N D WA L L S , T Y P . EX I S T I N G 2 -HO U R F I R E W A L L T O R O O F , P A S T LO W E R R O O F , T Y P . OR EX I S T I N G 1 -HO U R F I R E W A L L A N D N E W 1 -HO U R F I R E WA L L W I T H 1 -HO U R G A R A G E C E I L I N G 4 ' -0" I N T O S P A C E 2 -HO U R F I R E W A L L A S S E M B L Y MI N I M U M G A R A G E 2 -HR W A L L D E S I G N : EA C H 1 -HO U R R A T I N G C O M P R I S E S O F E I T H E R : ( 1 ) 5 / 8 " T Y P E X G Y P . B D . L A Y E R . O R ( 1 ) 5 / 8 " R E G . G Y P . B D . A N D ( 1 ) H A L F - HO U R F I R E T R E A T E D E X T E R I O R S H E A T H I N G . ( S H E A T H I N G AT E A C H W A L L M A Y B E S U B S T I T U T E D F O R A N A D D I T I O N A L 5/ 8 " L A Y E R O F G Y P . B D . ) 4' - 0 " 4' - 0 " T. O . F I N I S H E D F L O O R - 1S T F L R 0' - 0" T. O . F I N I S H E D F L O O R - 2N D F L R 10 ' - 1 3 / 4 " T. O W A L L P L A T E - 1S T F L R / G A R A G E S 9' - 0 3 / 8 " T. O . F O U N D A T I O N W A L L -1' - 2 7 / 8 " GR A D E - MA X -1' - 8 7 / 8 " T. O . R I D G E - RI G H T H O U S E 25 ' - 0 2 5 / 3 2 " 12 9 12 9 DATE / TIME:374 La Rue Ave.Reno, NV (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. 4/22/22 OWNER:CHARLES PLACE LLC CONTRACTOR:STEPHEN ZOLLINGER CONSTRUCTION 4/22/2022 1:19:35 AM A3.1Charles Place Lot 13, Rexburg, ID 83440 1/ 4 " = 1 ' - 0 " 3 EL E V A T I O N - 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 R I G H T - S I D E RI G H T H O U S E LEFT HOUSE RI G H T H O U S E