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PLANS - 20-00202 - 1279 Stone Dr - New SFR
A-3 A-4BASEMENT LEVEL FLOOR PLAN FI R E P L A C E C H I M N E Y S S H A L L E X T E N D 2 ' - 0 " M I N I M U M A B O V E A N Y R O O F L I N E WI T H I N 1 0 ' - 0 " A N D M U S T B E 3 ' - 0 " A B O V E T H E R O O F W H E R E I T P E N A T R A T E S . 15 . 13 . THESE DRAWINGS, DESIGNS, DETAILS, NOTES, ECT. ARE COPYRIGHTED BY NEW PEAK CONSTRUCTION CO, 2017, AND MAY NOT BE REPRODUCED, STORED, IN A RETRIEVAL SYSTEM, OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC,MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE, WITHOUT PRIOR WRITTEN PERMISSION FROM NEW PEAK CONSTRUCTION CO. NEW PEAK CONSTRUCTION IS THE SOLE OWNER OF ALL COPYRIGHTS PERTAINING TO THESE DRAWINGS/PLANS. NO DRAWING OR PLAN ASSOCIATED WITH THIS PROJECT OR THIS DRAWING NUMBER MAY BE "CARD FILED" WITH ANY CITY, COUNTY, OR STATE AGENCY FOR THE PURPOSE OF OBTAINING MULTIPLE CONSTRUCTION PERMITS WITHOUT PRIOR WRITTEN PERMISSION FROM NEW PEAK CONSTRUCTION CO. NEW PEAK CONSTRUCTION CO RETAINS ALL COPYRICHTS TO THESE PLANS AS OUTLINED IN FEDERAL COPYRIGHT CODES, 17 USC SECTION 101ET. SEQ 12 . ST A I R W A Y S W I T H 4 O R M O R E R I S E R S S H A L L H A V E A T L E A S T O N E ( 1 ) H A N D R A I L . HA N D R A I L S S H A L L B E P L A C E D 3 4 " T O 3 8 " A B O V E T H E N O S E O F T H E T R E A D S VE R T I C A L L Y T O T H E T O P O F T H E R A I L . T H E Y S H A L L B E C O N T I N O U S T H E F U L L LE N G T H O F T H E S T A I R S . T H E H A N D G R I P P O R T I O N S H A L L B E N O T L E S S T H A N 1 - 1 / 2 " NO R M O R E T H A N 2 " I N C R O S S - S E C T I O N A L D I M E N S I O N . H A N D R A I L S P R O J E C T I N G FR O M A W A L L S H A L L H A V E A S P A C E O F N O T L E S S T H A N 1 - 1 / 2 " B E T W E E N T H E W A L L AN D T H E H A N D R A I L . E N D S S H A L L B E R E T U R N E D T O T H E W A L L O R T E R M I N A T E I N NE W E L P O S T S O R S A F E T Y T E R M I N A L S . IN S T A L L 5 / 8 " or 1 / 2 " FI R E R A T E D S H E E T R O C K O N A L L W A L L S , C E I L I N G S , BE A M S , SU P P O R T S , E T C . I N G A R A G E A R E A S A N D U N D E R S T A I R W E L L S F O R FI R E PR O T E C T I O N . SU C H S H E E T R O C K S H A L L B E N A I L E D O R S C R E W E D 7 " O. C . A T TH E P A N E L E D G E S , 7 " O . C . I N T H E F I E L D O F T H E P A N E L . 14 . GU A R D R A I L S S H A L L B E P R O V I D E D T O P R O T E C T U N E N C L O S E D S I D E S O F R O O M S , CO R R I D O R S , S T A I R S , R A M P S , E T C . W H I C H A R E M O R E T H A N 3 0 I N C H E S A B O V E T H E FL O O R O R G R A D E B E L O W . T H E G U A R D R A I L S H A L L B E A T L E A S T 3 6 " H I G H A N D SH A L L H A V E I N T E R M E D I A T E R A I L S O R A N O R N A M E N T A L P A T T E R N S U C H T H A T A SP H E R E O F F O U R ( 4 ) I N C H E S I N D I A M E T E R C A N N O T P A S S T H R O U G H . T H E TR I A N G U L A R S P A C E C R E A T E D B Y T H E S T A I R A N D B O T T O M R A I L M A Y B E CO N S T R U C T E D S O T H A T A F O U R ( 4 ) I N C H S P H E R E M A Y N O T P A S S T H R O U G H . AP P R O V E D N U M B E R F O R A D D R E S S S H A L L B E P R O V I D E D F O R A L L N E W BU I L D I N G S I N S U C H A P O S I T I O N T O B E P L A I N L Y V I S I B L E A N D L E G I B L E F R O M T H E ST R E E T O R R O A D W A Y F R O N T I N G T H E P R O P E R T Y . AL L E A R T H F I L L T O R E C I E V E C O N C R E T E F L O O R S , W A L K S , D R I V E S , E T C . S H A L L B E SE T T L E D A N D T A M P E D T O 9 0 % C O M P A C T I O N . 16 . 17 . NOTICE: THE BUYER AND/OR GENERAL CONTRACTOR, ALL SUB-CONTRACTORS AND ALL COMPONENT SUPPLIERS AND VENDORS ARE RESPONSIBLE FOR THE VERIFICATION OF ALL DESIGNS, ELEVATIONS, SECTIONS, DIMENSIONS, DETAILS, NOTES, AND ANY APPLICABLE DRAWINGS PERTAINING TO THE PLANS DRAWN, DESIGNED, MODIFIED OR OTHERWISE SUPPLIED BY NEW PEAK CONSTRUCTION CO. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL REVIEW SAID DOCUMENTS PRIOR TO ANY FABRICATION, EXCAVATION OR CONSTRUCTION. UPON RECEIPT OF SAID DOCUMENTS, THE GENERAL CONTRACTOR AND/OR BUYER OF THE PLANS IS RESPONSIBLE FOR THE ACCURACY OF PURCHASED PLANS FROM NEW PEAK CONSTRUCTION CO. NEW PEAK CONSTRUCTION CO SHALL NOT BE RESPONSIBLE FOR ANY MODIFICATIONS TO THE STRUCTURE WHICH HAS NOT BEEN SHOWN ON THESE PLANS OR THE ACCURACY OF THE WORK PROVIDED BY ANY SUB-CONTRACTOR OR VENDOR. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF NEW PEAK CONSTRUCTION CO PRIOR TO THE START OF ANY WORK OR FABRICATION.FRONT AND REAR EXTERIOR ELEVATIONSDESCRIPTIONSHEETTABLE OF CONTENTS G-1DWG. NO.:Wister SHEET NO.PROJECT NO.: AL L V E N T S S H A L L T E R M I N A T E F O U R ( 4 ) F E E T B E L O W , O R F O U R ( 4 ) F E E T HO R I Z O N T A L L Y A N D A T L E A S T O N E ( 1 ) F O O T A B O V E A D O O R , O P E R A B L E WI N D O W O R A G R A V I T Y A I R I N L E T I N T O A B U I L D I N G . AL L F L U E V E N T S A N D E X H A U S T F A N V E N T S S H A L L B E A T L E A S T T H R E E ( 3 ) FE E T A B O V E A N O U T S I D E A I R I N L E T L O C A T E D W I T H I N T E N ( 1 0 ) F E E T A N D A T LE A S T F O U R ( 4 ) F E E T F R O M A P R O P E R T Y L I N E . EL E C T R I C A L P A N E L S S H A L L H A V E A C L E A R W O R K I N G S P A C E 3 0 I N C H E S W I D E , 36 I N C H E S D E E P A N D 6 ' - 6 " I N C H E S H I G H I N F R O N T O F T H E P A N E L . EL E C T R I C A L P A N E L S C A N N O T B E L O C A T E D I N B A T H R O O M S . 34 . 35 . 36 . 45 . FR E E Z E L E S S , B A C K F L O W P R E V E N T I O N H O S E B I B R E Q U I R E D O N AL L E X T E R I O R L O C A T I O N S O F H O S E B I B S . AL L E L E C T R I C A L S W I T C H E S , R E C E P T A C L E S , E T C . I N A G A R A G E S H A L L B E A MI N I M U M O F 1 8 I N C H E S A B O V E T H E F I N I S H E D F L O O R . EL E C T R I C A L S E R V I C E S H A L L B E L O C A T E D A S R E Q U I R E D B Y T H E E L E C T R I C A L PO W E R S U P P L I E R . K E E P A L L G A S A N D E L E C T R I C A L P O W E R M E T E R S I N A N AR E A W H I C H I S P R O T E C T E D F R O M S N O W A N D I C E . AL L E L E C T R I C A L R E C E P T A C L E S L O C A T E D I N B A T H R O O M S A M I N I M U M O F 2 0 AM P A N D S H A L L B E O N A D E D I C A T E D B R A N C H C I R C U I T F O R T H E M A I N BR E A K E R P A N E L . AL L F O O T I N G S S H A L L B E P L A C E D 1 8 I N C H E S B E L O W U N D I S T U R B E D E A R T H AN D A M I N I M U M O F 4 2 I N C H E S B E L O W F I N I S H E D G R A D E . F I N I S H E D G R A D E SH A L L H A V E A S L O P E A W A Y F R O M T H E B U I L D I N G O F S I X ( 6 ) I N C H E S MI N I M U M F O R T H E F I R S T T E N ( 1 0 ) F E E T A N D A T W O ( 2 ) P E R C E N T S L O P E TH E R E A F T E R . A L L D R A I N A G E F R O M T H E L O T S H A L L D R A I N I N T O A N AP P R O V E D D R A I N A G E S Y S T E M . NO F O O T I N G S S H A L L B E P L A C E D I N W A T E R O R O N F R O Z E N G R O U N D . ST R U C T U R A L F I L L , I F R E Q U I R E D , S H A L L B E P L A C E D I N L I F T S N O T T O EX C E E D E I G H T ( 8 ) I N C H E S O F L O O S E T H I C K N E S S A N D C O M P A C T E D T O A T LE A S T 9 5 % O F T H E M A X I M U M D R Y D E N S I T Y . L I F T S S H A L L N O T E X C E E D FO U R ( 4 ) I N C H E S O F L O O S E T H I C K N E S S F O R M A T E R I A L C O M P A C T E D B Y HA N D O P E R A T E D T A M P E R S . 39 . 40 . 41 . 42 . 43 . 44 . 46 . PL U M B I N G S Y S T E M S H A L L C O N F O R M T O R E Q U I R E M E N T S O F TH E I P C 2 0 1 5 . 47 . PR O V I D E A N T I - S C A L D S H O W E R V A L V E S O N A L L S H O W E R A N D T U B - SH O W E R C O M B I N A T I O N I N S T A L L A T I O N S . NO S L I P J O I N T P L U M B I N G C O N N E C T I O N S O R F I T T I N G S AL L O W E D I N C O N C E A L E D C O N S T R U C T I O N A R E A S . CS S T S T A I N L E S S S T E E L G A S L I N E M A Y B E U S E D B U T M U S T B E S I Z E D A N D AP P R O V E D B E F O R E I N S T A L L A T I O N . AN Y C S S T I N S T A L L E D M U S T B E VI S U A L L Y I N S P E C T E D A N D P R E S S U R E T E S T E D B E F O R E B E I N G CO N C E A L E D W I T H I N C O N S T R U C T I O N . AL L G A S L I N E S M U S T B E P R E S S U R E T E S T E D A T R O U G H I N S P E C T I O N . NO C L O T H T Y P E D U C T T A P E I S A L L O W E D . ME T A L L I C O R F O I L T A P E M U S T B E U S E D . AL L J O I N T S , T R A N S V E R S E A N D L O N G I T U D I N A L SE A M S A N D C O N N E C T I O N S M U S T B E P R O P E R L Y SE A L E D W I T H T A P E O R M A S T I C . GA S L I N E S S H A L L N O T P A S S T H R O U G H O R PE N T R A T E A N Y D U C T O R P L E N I U M . 54 . P R O V I D E F L A S H I N G , C O U N T E R F L A S H I N G A N D A P P R O V ED C A U L K I N G A T A L L E X T E R I O R W I N D O W S A N D D O O R S . W I N D O W S M U S T B E I N S T A L L E D I N A C C O R D A N C E T O M A N U F A C T U R E S I N S T R U C T I O N S . G-1 GENERAL NOTES / SCHEDULES A-1 A-2 8.7.6.5.4.3.2.1.GE N E R A L N O T E S : CO N S T R U C T I O N S H A L L C O N F O R M T O A L L A D O P T E D C O D E S A N D P R A C T I C E S O F TH E C O M M U N I T Y O R A R E A I N W H I C H C O N S T R U C T I O N T A K E S P L A C E . AL L S T U M P S , R O O T S , A N D O R G A N I C M A T T E R S H A L L B E R E M O V E D F R O M T H E S O I L IN T H E A R E A O F T H E B U I L D I N G . DR A I N A G E F R O M T H E P R O P E R T Y M A Y N O T E X C E E D T H A T W H I C H E X I S T E D P R I O R TO D E V E L O P M E N T . P A V E D A R E A S A N D R O O F D R A I N S M A Y N E E D T O B E S U P P L I E D WI T H A P P R O P R I A T E S U M P S O R O T H E R M E A N S O F M I T I G A T I N G T H E I R F L O W . SO L I D B L O C K I N G B E T W E E N J O I S T S , R A F T E R S , A N D T R U S S E S O V E R A L L B E A R I N G WA L L S A N D B E T W E E N B E A R I N G S T U D S . S U C H B L O C K I N G O F T H E W A L L S H A L L B E 2 IN C H E S M I N I M U M T H I C K N E S S A D N T H E F U L L D E P T H O F T H E J O I S T S , R A F T E R , T R U S S OR C E I L I N G J O I S T S . JO I S T S U N D E R T H E P A R A L L E L T O B E A R I N G P A R T I T I O N S S H A L L B E D O U B L E D . JO I S T S U N D E R T H E P A R A L L E L T O A L L O T H E R P A R T I T I O N S S H A L L B E D O U B L E D WH E N T H E L E N G T H O F S U C H W A L L E X C E E D S 1 / 3 T H E L E N G T H O F J O I S T S 1 2 I N C H E S AN D L O N G E R . WA L L B R A C I N G S H A L L B E I N A C C O R D A N C E W I T H T H E I R C A S I T I S C U R R E N T L Y AD O P T E D . B R A C E D W A L L L I N E S M U S T P R O V I D E A M I N I M U M O F E V E R Y 3 4 F E E T E A C H DI R E C T I O N A T T H E I N T E R I O R A N D E X T E R I O R O F T H E B U I L D I N G . B R A C E D W A L L L I N E S SH A L L B E O F F S E T N O M O R E T H A N 4 F E E T . B R A C E D W A L L P A N E L S S H A L L B E LO C A T E D W I T H I N 8 F E E T O F E A C H E N D O F A B R A C E D W A A L L I N E . B R A C E D W A L L PA N E L S S H A L L B E I N S T A L L E D N O M O R E T H A N 2 5 F E E T O N C E N T E R . T H E B R A C E D PA N E L M U S T B E A T L E A S T 4 8 I N C H E S I N W I D T H T O P R O V I D E T H E R E Q U I R E D BR A C I N G . B R A C E D W A L L P A N E L S C A N N O T O C C U R O V E R C A N T I L E V E R E D 2 " x 8 " JO I S T S . A L L V E R T I C A L J O I N T S O F T H E P A N E L S H E A T H I N G S H A L L O C C U R O V E R ST U D S . H O R I Z O N T A L J O I N T S S H A L L O C C U R O V E R B L O C K I N G E Q U A L I N S I Z E T O T H E ST U D D I N G . L E T - I N D I A G O N A L B R A C E S A R E N O T P E R M I T T E D . MI N I M U M H E A D E R S I Z E S S H A L L B E A C C O R D I N G T O T H E S I Z E S S P E C I F I E D O N VA R I O U S F R A M I N G , F O U N D A T I O N , A N D F L O O R P L A N S U N L E S S O T H E R W I S E N O T E D . FI R E S T O P P I N G FI R E B L O C K S T U D S P A C E S O V E R 1 0 F E E T I N H E I G H T , F U R R E D SP A C E S , S O F F I T S , D R O P P E D C E I L I N G S , C O V E C E I L I N G S , S T A I R ST R I N G E R S A T T H E T O P A N D B O T T O M O F T H E R U N , B E A R I N G WA L L S A N D C E I L I N G J O I S T L I N E S , E T C . F I R E S T O P P I N G S H A L L CO N S I S T 2 I N C H N O M I N A L L U M B E R . A.B. FI R E S T O P O P E N I N G S A R O U N D V E N T S , P I P E S , D U C T S , CH I M N E Y S A N D F I R E P L A C E S A T T H E C E I L I N G S A N D F L O O R LE V E L S W I T H A P P R O V E D , N O N - C O M B U S T I B L E M A T E R I A L S . 10 . 9. EN C L O S E D A T T I C S A N D E N C L O S E D R A F T E R S P A C E S S H A L L H A V E V E N T I L A T I O N FO R E A C H S E P A R A T E S P A C E B Y V E N T I L A T I N G O P E N I N G S P R O T E C T E D A G A I N S T RA I N O R S N O W . T H E N E T F R E E V E N T I L A T I N G A R E A S H A L L N O T B E L E S S T H A N 1 / 15 0 t h O F T H E A R E A O F T H E S P A C E V E N T I L A T E D O R 1 / 3 0 0 t h I F H A L F I S L O C A T E D I N TH E U P P E R 3 F E E T O F T H E A T T I C A N D T H E R E M A I N D E R I S P R O V I D E D B Y S O F F I T VE N T S . W H E R E S O F F I T V E N T S A R E U S E D , A N I N S U L A T I O N D A M M U S T B E PR O V I D E D . A T T I C V E N T I L A T I O N M A Y A L S O B E 1 / 3 0 0 t h W H E N A V A P O R B A R R I E R I S US E D A T T H E W A R M S I D E O F T H E C E I L I N G . O P E N I N G S S H A L L B E C O V E R E D W I T H A 1/ 4 I N C H M E S H . A N A T T I C A C C E S S O F 2 2 I N C H E S x 3 0 I N C H E S S H A L L B E P R O V I D E D AT T H E R O O F / C E I L I N G A R E A S . T H E R E S H A L L B E 3 0 I N C H E S M I N I M U M O F H E A D RO O M O V E R T H E O P E N I N G . I F T H E R E I S L E S S T H A N 3 0 I N C H E S O F H E I G H T I N T H E AT T I C , A C C E S S N E E D N O T B E P R O V I D E D . SO F F I T V E N T S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S Q . F T . GA B L E V E N T S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S Q . F T . RO O F R I D G E V E N T S _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S Q . F T . PR O V I D E 3 0 I N C H E S M I N I M U M C L E A R A N C E F R O M R A N G E T O P T O C O M B U S T I B L E MA T E R I A L S , S I D E C L E A R A N C E S H A L L B E S P E C I F I E D B Y P E R M A N E N T M A R K I N G S O N TH E A P P L I A N C E . R A N G E H O O D S S H A L L B E V E N T E D T O T H E O U T S I D E B Y A S I N G L E WA L L P I P E H A V I N G A M I N I M U M O F O N E ( 1 ) I N C H C L E A R A N C E F R O M C O M B U S T I B L E MA T E R I A L S . 20 .19 . 18 . AL L W I N D O W S ( E X C E P T G A R A G E ) S H A L L B E D O U B L E G L A Z E D W I T H 1 / 2 " MI N I M U M S P A C E S . WI N D O W S S H A L L H A V E A M I N I M U M N E T C L E A R O P E N I N G O F 5 . 7 SQ U A R E F E E T W I T H H E I G H T D I M E N S I O N N O T L E S S T H A N 2 4 I N C H E S AN D W I D T H D I M E N S I O N N O T L E S S T H A N 2 0 I N C H E S . B. SI L L S S H A L L B E W I T H I N 4 4 I N C H E S O F T H E F I N I S H E D F L O O R A. WI N D O W S A R E R E C O M M E N D E D T O B E D O O R H E I G H T . M I N I M U M W I N D O W AR E A S H A L L B E E Q U A L T O B U T N O T L E S S T H A N 1 / 1 0 t h O F T H E H A B I T A B L E FL O O R A R E A , B U T N O T L E S S T H A N 1 0 S Q U A R E F E E T , O N E H A L F O F W H I C H SH A L L B E O P E N A M I N I M U M O F F I V E ( 5 ) S Q U A R E F E E T . B A S E M E N T A N D E A C H BE D R O O M M U S T H A V E O N E ( 1 ) W I N D O W T H A T M E E T S T H E F O L L O W I N G : GL A S S I N D O O R S H A L L B E S A F E T Y G L A Z E D . G L A Z I N G A D J A C E N T T O A D O O R WI T H I N A 2 4 I N C H A R C O F E I T H E R D O O R E D G E W H E N C L O S E D , M U S T B E SA F E T Y G L A Z E D I F T H E B O T T O M E D G E I S W I T H I N 6 0 I N C H E S O F T H E F L O O R O R WA L K I N G S U R F A C E . G L A Z E D P A N E L S L A R G E R T H A N N I N E ( 9 ) S Q U A R E F E E T LO C A T E D L E S S T H A N 1 8 I N C H E S A B O V E A N D W I T H I N 3 6 I N C H E S H O R I Z O N T A L L Y OF A F L O O R O R W A L K I N G S U R F A C E S H A L L B E S A F E T Y G L A Z E D . I N L I E U O F SA F E T Y G L A Z I N G , G L A S S M A Y B E P R O T E C T E D B Y A H O R I Z O N T A L M E M B E R 1 - 1 / 2 IN C H E S I N W I D T H , C A P A B L E O F R E S I S T I N G 5 0 P O U N D S P E R L I N E A L F O O T , LO C A T E D B E T W E E N 3 4 I N C H E S A N D 3 8 I N C H E S A B O V E T H E W A L K I N G S U R F A C E . 22 . 21 . PR O V I D E S C R E E N S O N A L L O P E R A B L E W I N D O W S A N D G L A S S D O O R S . AL L H I N G E D S H O W E R D O O R S S H A L L S W I N G O U T W A R D . G L A Z I N G U S E D I N DO O R S A N D P A N E L S O F S H O W E R S A N D B A T H T U B E N C L O S E R S A N D B U I L D I N G WA L L S E N C L O S I N G T H E S E C O M P A R T M E N T S S H A L L B E F U L L Y T E R M P E R E D , LA M I N A T E D S A F E T Y G L A S S O R A P P R O V E D P L A S T I C . 25 . PR O V I D E S I X ( 6 ) I N C H E S O F C L E A R A N C E O N T H E C O M B U S T I B L E A I R S I D E O F T H E FU R N A C E R O O M A N D 3 0 I N C H E S x 3 6 I N C H E S W O R K I N G S P A C E I N F R O N T O F A L L HE A T I N G C O N T R O L S , T H R E E ( 3 ) I N C H E S M I N I M U M O N A L L O T H E R S I D E S . 33 . 32 . 31 . 30 . 29 . 28 . 27 . 26 . VE N T D R Y E R T O T H E O U T S I D E O F T H E B U I L D I N G . V E N T H O O D S H A L L B E 1 2 IN C H E S M I N I M U M A B O V E G R A D E A N D S H A L L N O T C O N N E C T T O A N Y O T H E R VE N T D U C T O R C H I M N E Y . M A X I M U M L E N G T H O F A D U C T S H A L L B E 1 4 F E E T WI T H T W O ( 2 ) E L L S . D E D U C T T W O ( 2 ) F E E T F O R E A C H A D D I T I O N A L E L L . T H E DI A M E T E R O F T H E D U C T S H A L L B E F O U R ( 4 ) I N C H E S O R G R E A T E R . MA I N P L U M B I N G S T A C K S S H A L L R U N U N D I M I N I S H E D I N S I Z E ( 3 I N C H E S MI N I M U M ) A N D A S D I R E C T A S P O S S I B L E . F R O N T T H E M A I N D R A I N T O T H E O P E N AI R A B O V E T H E R O O F . N O P L U M B I N G V E N T S S H A L L T E R M I N A T E L E S S T H A N TE N ( 1 0 ) F E E T H O R I Z O N T A L L Y O R T H R E E ( 3 ) F E E T A B O V E A N Y G R A V I T Y O R A N Y PO W E R A I R I N L E T . AL L S H O W E R H E A D S S H A L L B E W A T E R C O N S E R V I N G T Y P E S U S I N G N O T MO R E T H A N 2 . 5 G A L L O N S P E R M I N U T E . AL L T O L I E T S O R W A T E R C L O S E T S S H A L L B E L O W F L U S H T Y P E S , A M A X I M U M OF 1 . 6 G A L L O N S P E R F L U S H . P R O V I D E 2 4 I N C H E S M I N I M U M C L E A R A N C E I N FR O N T O F T O I L E T S O R W A T E R C L O S E T S A N D A C O M P A R T M E N T W I D T H O F NO T L E S S T H A N 3 0 I N C H E S ( 1 5 I N C H E S F R O M T H E C E N T E R O T A N Y OB S T R U C T I O N ) . UP P E R F L O O R _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MA I N F L O O R _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BA S E M E N T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FU R N A C E S I Z E , E F F I C I E N C Y A N D T Y P E A S F O L L O W S : WA T E R H E A T E R A N D F U R N A C E V E N T S S H A L L N O T T E R M I N A T E W I T H I N T E N (1 0 ) F E E T H O R I Z O N T A L L Y O R T H R E E ( 3 ) F E E T A B O V E A N A I R C O N D I T I O N E R OR F O R C E D A I R I N L E T . JO I N T S F O R R E S I D E N T A L H E A T I N G D U C T S S H A L L B E M E C H A N I C A L L Y FA S T E N E D B Y M E A N S O F A T L E A S T T H R E E ( 3 ) S H E E T M E T A L S C R E W S EV E N L Y S P A C E D . S U P P O R T T H E D U C T S W I T H A P P R O V E D M E T A L H A N G E R S OR S U P P O R T S . CO M B U S T I O N A I R F O R A L L F U E L B U R N I N G A P P L I A N C E S S H A L L B E O B T A I N E D FR O M T H E O U T D O O R S O F F R O M S P A C E S F R E E L Y C O M M U N I C A T I N G W I T H TH E O U T D O O R S . 1 / 2 O F T H E R E Q U I R E D C O M B U S T I O N A I R O P E N I N G S H A L L BE L O C A T E D W I T H I N T H E U P P E R 1 2 I N C H E S O F T H E A R E A A N D 1 / 2 W I T H I N TH E L O W E R 1 2 I N C H E S . C O M B U S T I O N A I R O P E N I N G S S H A L L N O T B E DA M P E N E D . T W O ( 2 ) V E R T I C A L O P E N I N G S , O N E ( 1 ) S Q U A R E I N C H P E R 4 0 0 0 BT U / h O R H O R I Z O N T A L O P E N I N G S , E A C H W I T H O N E ( 1 ) S Q U A R E I N C H P E R 20 0 0 B T U / h O F T H E T O T A L I N P U T R A T I N G O F A L L A P P L I A N C E S S H A L L B E PR O V I D E D . 11 . SH O W E R S S H A L L B E F I N I S H E D T O A H E I G H T O F N O T L E S S T H A N 7 0 I N C H E S A B O V E TH E D R A I N I N L E T . S H O W E R W A L L S A R O U N D B A T H T U B S S H A L L B E C O N S T R U C T E D OF D E N S E N O N - A B S O R B E N T W A T E R P R O O F S H E E T R O C K T O T H E F U L L H E I G H T O F TH E W A L L . 24 . 23 . AL L H E A T I N G A N D V E N T I L A T I N G E Q U I P M E N T S H A L L B E I N S T A L L E D I N AC C O R D A N C E W I T H T H E I M C 2 0 1 5 C O D E . F U R N A C E S A N D W A T E R HE A T E R S S H A L L B E S O I N S T A L L E D T H A T T H E Y C A N B E I N D I V I D U A L L Y RE M O V E D W I T H O U T R E M O V I N G T H E O T H E R A P P L I A N C E . UN L E S S O T H E R W I S E S P E C I F I E D , A L L B A S E M E N T W I N D O W S N O T F U L L Y S I X (6 ) I N C H E S A B O V E F I N I S H E D G R A D E S H A L L B E P R O T E C T E D B Y G A L V A N I Z E D IR O N O R C O N C R E T E W I N D O W W E L L S . W I N D O W W E L L S T O B E D U G T O A DE P T H B E L O W T H E W I N D O W S I L L T O A L L O W 1 0 I N C H E S O F O N E ( 1 ) I N C H AG G R E G R A T E G R A V E L T O B E S I X ( 6 ) I N C H E S B E L O W T H E W I N D O W S I L L . PR O V I D E A S E C O N D A R Y G R O U N D I N G S Y S T E M W H E N U S I N G T H E W A T E R SE R V I C E S A S T H E P R I M A R Y G R O U N D . 37 . BA T H R O O M S A N D L A U N D R Y R O O M S S H A L L H A V E V E N T I L A T I O N P R O V I D E D B Y A N EX T E R I O R O P E N I N G W I T H A N A R E A O F 1 / 2 0 t h O F T H E F L O O R A R E A , B U T N O T LE S S T H A N 1 - 1 / 2 S Q U A R E F E E T . A F A N P R O V I D I N G F I V E ( 5 ) A I R C H A N G E S P E R HO U R M A Y B E S U B S T I T U T E D . T H E F A N M U S T D I S C H A R G E A T L E A S T T H R E E ( 3 ) FE E T F R O M A N Y O P E N I N G I N T O T H E H O M E . M A K E - U P A I R S H A L L B E P R O V I D E D TO C L O T H E S D R Y E R S L O C A T E D I N C L O S E T S T H R O U G H T H E D O O R O R B Y OT H E R M E A N S . 38 . TO B E D E T E R M I N E D W I T H MA N U A L J A N D M A N U A L D 5. 4 5 6. 5 0 AL L D E T A I L S M A Y N O T B E A P P L I C A B L E T O Y O U R P L A N S , I F M A R K E D T Y P I C A L U S E O N P L A N S , U S E O N AL L A P P L I C A L B E A R E A S A C C O R D I N G T O T H E 2 0 1 5 I R C AL L C O N T R U C T I O N S H A L L C O M P L Y W I T H T H E 2 0 1 5 I R C A N D T H E 2 0 1 7 N E C C O D E S . A-5 A-6C-00 1 A-7 A-8 A-9 A-10 A-11FOOTING AND FOUNDATION PLANLEFT AND RIGHT SIDE EXTERIOR ELEVATIONS SECTION NOTES AND DETAILS SECTION NOTES AND DETAILS ROOF FRAMING PLANSFLOOR FRAMING PLANSSHEER WALL AND HOLDOWN PLANMAIN LEVEL FLOOR PLANSITE PLAN UPPER LEVEL FLOOR PLAN A P R O J E C T B Y : NNEEWW PPEEAAKK CCOONNSSTTRRUUCCTTIIOONN CCOOMMPPAANNYY RESIDENTIAL & LIGHT COMMERCIAL GENERAL CONTRACTING WWW.NEWPEAKCC.COM 12 7 9 Stone DR.Rexburg, ID 83440 J ARED KIILLPACK PO BOX 2285 LARAMIE , WY 82 073 833.400.7325 j ared @newpeakcc.com 56 . E -1 ELECTRICAL CO N S T R U C T I O N COMPANY 9 1 .6 2 ' S 4 2 ° 2 9 ' 1 9 "W 151.51' N46° 53' 49"W 9 0 ' N 4 2 ° 2 9 ' 2 2 "E 151.5' S47° 30' 41"E N D R A I N A G E D R A I N A G E D R A I N A G E D R A I N A G EDRAINAGE DRAINAGEDRAINAGE DRAINAGE 0' - 0" DRAINAGE PROPERTY BOUNDARY UTILITY EASEMENT PROPERTY SETBACK POWER NATURAL GAS SEWER 4" WATER SERVICE X' - X X/X"SPOT ELEVATION DRAINAGE ARROW LEGEND SCALE 1/8' = 1' - 0" PLOT PLAN 25'-1" 2 0 '-2 1 1 /1 6 " 2 0 '-6 3 /4 " GARAGE HOUSE S E T B A C K L I N E 140LF 8+(140*12*.02)= 33.6" Top Of Foundation 2' - 10" Top of Garage FF 1' - 10" JARED KILLPACK N N E E W W P P E E A A K K C C O O N N S S T T R R U U C C T T I I O O N N C C O O M M P P A A N N Y Y PO BOX 2285 LARAMIE, WYOMING 307.760.3204 P R O J E C T : T I T L E : D A T E : S I G N A T U R E : S C A L E : U .O .N . JOB NUMBER: - PAGE: 1 /2 7 /2 0 2 0 1 /4 " = 1 '-0 " T V - 0 1 2 7 9 S T O N E J .K i l l p a c k S I T E P L A N C001 jared@newpeakcc.com R E S I D E N T I A L & L I G H T C O M M E R C I A L G E N E R A L C O N T R A C T I N G W W W .N E W P E A K C C .C O M W i s t e r M o d e l 1 2 7 9 S t o n e D r . 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VAULTED CEILIN5 SEE KITCHEN PLANS FOR LAYOUT AND DIMENSIONS I I r----I I I I 1J I I _'.:,: I I I VAULTED c;flLING L---· I ----------'---------------------------t-- ', \ 7� □ S"BYENTW� a" CLEARANCE I ii1 I I I I ii ii1 I ii I II ii I ' �+--+,-1-+--KITc.Hl:N cir-o• PLATE H6T. VAULTED CEILIN6 5•-s· , 12'-6" DO� I II I I I I II II I II I II II I .A,_ : ::1 : 1 : : :: :: : :: : :: :: : r--....._ f A"'-.. HEAD HEIGHT 6'-8" A.F.F. q•-o• CEILIN6 HEIGHT COVERED PORCH 12" CONc. STAIRS I II I I I I II II I II I II II I ,...,. ....__,-I II I I I I II II I II I II II I -.�, \ \Al2/ I II I I I I II II I II I II II I \ 4'0" X 4'0" I 1 !!121 ,31 41 51 6!! 7!!1819!!101 111112!!131 {1) SLIDE R /L-�����-LE--D6E=='����"---'1 ._____,, @> 1--.i,..,----' L-,--;.�ir-JEee===-r-, DOUBLE CAR 5ARA5E 18'-8" X 221-10• \_MUD s , ' 12" GONc.. STAIRS ROOM �� q•-o• CEILIN6 HEISHT r-2· , 5•-0· TYFICAL ALL :i:s'\ GARA6El"IALLS \ 51N5LE CAR 5ARA5E 12·-o· x 21'-o" { 2x6 �H+-- r A , r--------------------�--------------------7 HATCHED NOV. INDICATES� Cl.l 1\JRED STOHi: - 51:1: � HEAD HEIGHT 6'-8" A.F.F. / / / / " " "I \ \ \ EXTERIOR ELEVATIONS 5'Q" X 2'0" FIXED � JJ ROOF DORMER JlljlNDQJllj / / / / / / / / / / 16'-0" x 8'-0" O'IERHEAD GA RAGE DOOR I MAIN LE:VE:L f=LOO� FLAN 22" x 34" D�ING SCALE, 1/4"= l'-O" II" x 11" D�ING SCALE, 1/8" = l'-O" TOTAL GROSS LIVING AREA -1,438 SQ. FT. TOTAL NET LIVING AREA -1,342 SQ. FT. FRONT COVERED PORCH -30 SQ. FT. GARAGE -720 SQ. FT. I \ I \ \ 8' -0" x 8' -0" OVERHEAD \I I GA RAGE DOOR I I /_HATCHED Al'!EA INDICATES CUL 1UaED STONE -51:1: EXTERIOR ELEVATIONS O' 1' 2' 3' 4' s· s· 1· a· g• 10·I I I I I I 22" x 34" DRAll'IING SCALE, 1/4"= l'-O" II" x 11" DRAll'IING SCALE, 1/8"= l'-O" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ REXBURG IDAHO, 83440 PROJECT ADDRESS: 1279 STONE DR. DRA'MNG TITLE: MAIN LEVEL FLOOR PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (208) 520·1578 COPYRIGHT @ 2019 JOB NO. 5307 SHEET NUMBER A1 DATE 11 JUNE 2019 HE A D HE I G H T 6- 8 " A. F . F . W8 4’ 0 ” x 4' 0 ” SL I D E R l l 1 32 " TU B > SH O W E R HE P \ J \ / \\■ Ji $ * / j \ f O N6 C /f I T l cn l nr oo a cn a X / 0 o oo / B r X / OJ j : cn i 3 '- O ' 12 3. 5 i I x £X 0 L SS I ? 1 8 lj o y » o u cn 1 05 S8 V - 0 £" o S X 4* » ho *3 H I ■S OO a / I I I \ / I I I \/ ST O V E r FR I D 6 E 1 t 0 ro ' • 0 I ' "' I - ... I b- • �-,.., I b- " ' ,, " ' 'b -:.,. E5 XC 'b"'-:.,- 3'-0" " 2'6" 41011 CASEMENT 12 I I I I l ·· ..3,5 c:::-------/ I I /g I ell��:::;c,I� -1>+ �I- : . , �llll -I I I f-6" C.LOSET Gf'-0" CelLIN5 HEIGHT 6'-2" , 10·-o· BEDROOM N0.2 Cil'-0" CEILING HEl6HT 11'-6" , 10·-o· 3'-0" 2'6" 4'0" CASI ENT MASTER 61:DROOM q'-0" PLATE !leT. VAULTED GEILING 15'-6" X 13'-g• 4'-6" " ' I, ' FAMILY ROOM q•-o• PLATE HeT. VAULTED GEILING 16'-7" X 18'-2" 1------- ! : ! I 10·-o· / 6'-0" X I '-a• /GLIDING PA TIP DOOR 49'-6" ' ' ', , 11'-611 " 2'6" X 4'0" 2'611 4'0" 2'6" X 4'0" SINGLE HUNG SINGLI HUNG SINGIE HUNG -------------- DININ5 'l'-0" PLATE HeT. VAULTED GEILING 10' -6" , 1-'tf SEE KITCHEN PLANS FOR LAYOUT AND DIMENSIO NS I r---i � ' : 0 I � I � : UL VAIA.TEO CEILING L____ • � 7"� � 1: r �::I N�\\ ! �lJ ._ I ,, � �\ ! •,,.__ ___ _.. �:::::i==o='-=O=" ==e:=�3�·-;;:o�" =C::::;-;::l-.,_ I, 5'-8 1/2" , ', 9•._5 1/4" J'-7", 8'-11 �;] ! � I, �,, ,�-------+.-�\--�-------*-+,-------,,�,��1 -�,��w, ' .. ..-, . . � _J I �--�"c-��---�--�,�------�-�-�c==�==��=��--·+I N' ;!_. � -;:::::;:;:::;;;::::;;::::::;;::HAL :;;: F ::: i'IALL ;:;::;;:::::;;:::;;:::;;::;;:i;l !:; D = )cj -2'-B" ,, ,..,I ., -1"-----+ �v R'-0" GEILING /HEIGHT �1 2'-4" HALL q•-o• GEILING HEIGHT I I r, �1 ��11111 ii 111111 pgg�T II I II I I II I I II I II I I III I II !I I II I I II I II I I III I II I II I I II I II I I I :: : :: . :1 : :: : : :: : :: : : : II I II I I II I I II I II I I I , II 11 211 ,31141 511 61 ]I 8!! Q 11Qll 11 11211,31 r �f--'L_tl__Ll.-"--"'-"-"S�c!L:�===q • "' ' 4'0" X 4-'Q• SLIDER 1-9" X 5'-Q'' I 3•-5• , 9•-9• I I 11 11 11 ix,/ LED6E L.--1 / 9 .-----"r-----",,-------+--,1-'-----'-,.------I-J,,---'lc,rt--·-----''--, . ' " in :12" GONG. STAIRS \ � • 0 • "' I . ' ' I, I, I, 5'-0" �'-0" 8'-3 1/2" BEDROOM N0.5 'l'-011 CEILING HEl6HT 11'-6" , 10·-o· 5'0" ,c 4'0" SLIDER 121-6" .... 4'-2 1/2" � . "' � ' . ' --•p·- !-Q" X " -D... t:.·-s· 12• toNG. 5TAIR5 I, 6' a· I, • ' . I , °' ' s'-o" . ' I, I, , I 10' �s 1/4" • "' I • -"'I b i:2:2-;-;��-�"'--I ATTIC I1 AGGES 1 L _____ _J / DOU6LEC.AA 6ARA6E 19'-Q" X 22'-10" 8'-11 3/4" / ,. SIN5LE C.AR 6ARA6E 12'-Q" X 21'-Q• 11'-6" r--------· 7\---------7 \ / r--------------------�--------------------7 / / / / / / • I / / / / / / / / " " 16'-0" x a·-o· OVERHEAD GARAGE DOOR 20"-o" 491-611 I ! / / \ / \ \ / a·-o· X a·-o· OVERHEAD �--'' GARAGE DOOR o·1' \ \ I 2' 3' 4'MAIN LEVEL DIMENSION f=LOOFi. PLAN � .. .,. ·-- " I, I. I, I, 5' 6' I I • 0 I ' . ,, . ' 0 I "'· ' 7' 8' I I 9' 10' I I 22" x 54" DRAWIN5 SC.ALE, 1/4"= l'-O" 11" x 11" DRAY'IIN6 SCALE, 1/8" = 1'-0" 22" x 54" DRAWIN6 SCALE, 1/4"= l'-O" II" x 11" DRAJ,,IIN6 SCALE, 1/8"= l'-O" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: MAIN LEVEL DIMENSION FLOOR PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440CELL, (108) 510-1578 COPYRIGHT @ 2019 JOB NO. 5307 SHEET NUMBER A2 DATE 11 JUNE 2019 56 ’ 2- 4 1/ 2 " 1/ 2 ” 1 / 2 " 4* 1/ 2 " 4 10 ' 7 LI -y r \ \ I L c \ o o 32 " TU B W/ SH O W E R HE A D \\ cn in 2 : ad / \ o> * \ 2' - 4 " / 2'- 4 ' PO C K E T DO O R 1 l JL ] ! O) o \ V o> O) 0- 8 * x 3 3- 3 1/ 2 ” 1/ 2 " 2'- 6 ' / tL \ t r i j. / \ \ § 1/ 2 " I ! I I u ) 4 2'- S " 4- 3- 6 " \ o 1 18 - 0 " cn I o !-- - 3‘ 1 ■/ \ 3' O)i o " 2- 0 " s - L oj CD I I o O) Ol « 1 CO * N>I CD 3' - 0 a J— J t \ ro I CO 3 cn I ? CD k * w r i i o 3 u \ \ is I 5- ’- 0 " 26 - 6 " I ro I o cn 3 * I I I l I 4 25 - 1 0 " 22 * Y'llNDOY'l SCHEDULE MARK V'IINDOV'I 51ZE LOC-ATION V'IALL CONDITION DESCRIPTION GLAZING TYPE NOTE5 w, 5' -Q" X 4' -Q" BEDROOM NO. 3 2x6 SLIDER LOW "E" W2 4'-Q" X 4'-Q" SINGLE CAR GARAGE 2x6 SLIDER LOW "E" W3 2'-6" X 4'-Q" DINING ROOM 2x6 SINGLE HUNG LOW "E" W4 2'-6" X 4'-Q" DINING ROOM 2x6 SINGLE HUNG LOW "E" W5 2'-6" X 4'-Q" DINING ROOM 2x6 SINGLE HUNG LOW "E" W6 2'-6" X 4'-Q" MASTER BEDROOM 2x6 CASEMENT LOW "E" W7 2'-6" X 4'-Q" MASTER BEDROOM 2x6 CASEMENT LOW "E" W8 4' -Q" X 4' -Q" BEDROOM NO. 2 2x6 SLIDER LOW "E" W9 5' -Q" X 5' -Q" FAMILY ROOM CONC. WALL SLIDER LOW "E" W10 NOT USED W11 4'-Q" X 4'-Q" BEDROOM NO. 4 CONC. WALL SLIDER LOW "E" W12 4'-Q" X 4'-Q" BEDROOM NO. 5 CONC. WALL SLIDER LOW "E" W13 4'-Q" X 4'-Q" BEDROOM NO. 6 CONC. WALL SLIDER LOW "E" W14 5' -Q" X 2' -Q" FRONT DORMER 2x6 FIXED LOW "E" - . . . .. t HEAD HEIGHT 6'-8" A.F.F. l_J � 4'□• X 4'0" LEFT SLIDER r CORRUGA1c0 METALHINDOH YIEI.L YI/ LADD!:!< ' ,, ': .-.,.: .. '' ··. -. ·. ·:,, -.. ,·r.======i ____ .l:=====:::;'11 .. ' �A1c0 METAL\ HINDOW HELL W I I I I I .. . . . . I LADDER .--4 r - . ' . E5RE55 UNFINISHED 6EDROOM N0.4 q'-0" CEILING HEl5HT UNFINISHED 6EDROOM N0.5 10'-5" X 10'-4" 2'-6" 2'-6" . . . . -:- .. I . ; UNFINISHED FAMILY ROOM q'-O" CEILING HEleHT 25'-2' , 18'-T MECHANICAL.\ ;;:::;,... CLOSET � or-011 CE:ILIN6 ,;::::pc=3='-=0'=' =t=5�•-�o=" ==1=:;i HEl5HT > /�- 1-2· , 5'-0'\/ FO:::O FD (W11/ / __ //'·\_ FURNACE � I�, " : I I II II I II I II UP 5' B VENT W 8'" GLEAAANCE OPrlONAL 411 PVCRADON - . .. ·. .· .. • .,. --.., CORRUGA1c0 METAL HINDOH HELL W LADDER ·==========�====:r;:::=���-���================ \ I I ii ii1 I ii I II ii ,I ,,II ,I 'I I I II II, I II I II II I II I D22 D24-�',,--!+-H-'-+' ...,'H-' -'H-'''-'H-fH-11 -++-' -11-11 -11-11 -++1 -!+11 -++1 ---------H-+--/ 2,_,:,.11 -( 2,_4,,\Ji I I II II I II I II 11 I 11 I � � .· .. t=.19' 11,....,\tt=t= 11,,,i-, II =HI 1-1 I-I ii ii ii I ii iii ··.· 11 I 11 I 11 I 11 I 11 II ' I �A1c0 METAL\ HINDOW HELL W LADDER __ -, ' VEl<IFY ROUSH OFENING �11'.ED HITH HINDOH MAl'IJF. SHOP DRAHINGS .. . UNFINISHED eEDROOM N0.6 q'-o" CEILIN6 HEl5HT 10'-5" , 11·-2· 1:;1 I I II II I II I II II I II I I I I II II I II I II II I II I 4 1 5 1 6!! 7!!18 1 9!!10111 1112!!1311411151I . ·•COMPACTED ·· FILL . I ..··.· OUTLINE OF 5AAAGE i-lAU.5 �: AT MAIN LEVEL FOl1. 1 REFERENCE ,------------------------------- ROUGH OPENING HOUSE LEVEL MARK HEAD HEIGHT 1 ,-------------------------------' I MAIN LEVEL W1 6'-8" A.F.F. MAIN LEVEL W2 6'-8" A.F.F. MAIN LEVEL W3 6'-8" A.F.F. MAIN LEVEL W4 6'-8" A.F.F. MAIN LEVEL W5 6'-8" A.F.F. MAIN LEVEL W6 6'-8" A.F.F. MAIN LEVEL W7 6'-8" A.F.F. MAIN LEVEL W8 6'-8" A.F.F. BASEMENT LEVEL W9 6'-8" A.F.F. W10 BASEMENT LEVEL W11 6'-8" A.F.F. BASEMENT LEVEL W12 6'-8" A.F.F. BASEMENT LEVEL W13 6'-8" A.F.F. FRONT DORMER W14 FIELD VERIFY A.F.F. = ABOVE FINISH FLOOR I I I I L------------------------------------------------� I ---------------------------------------------------� 6ASE:ME:NT LE:VE:L FLOOR FLAN 22" x 54" DRAHING SCALE, 1/4"• l'-0" 11" x 11" DRAHING SCALE, 1/8" • 1'-0" TOTAL GROSS LIVING AREA -1,438 SQ. FT. TOTAL NET LIVING AREA -1,292 SQ. FT. COLD STORAGE -26 SQ. FT. a· 1· 2· 3' 4' 5' 6' 1· a· g' 10· � --.. --I I I I I I 22" x :54" DRAV'IING SCALE, 1/4"• 1'-0" II" x 11" DRAHING SCALE, 1/8"• l'-0" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: BASEMENT LEVEL FLOOR PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER A3 DATE 11 JUNE 2019 HE A D HE I G H T 6- 8 " A. F . F . HE A D HE I G H T 6’ - 8 " A. F . F . —[ -- - - - - - T ^ "S W1 3 W 1 2 4’ 0 ” x 4’ 0 ” LE F T SL I D E R 4’ 0 " x 4’ 0 ” LE F T SL I D E R ] ] EG R E S S EG R E S S a 70 32 " TU B W/ SH O W E R HE A D r’ i M a i Oi d) i o > x •'O <: > c: i -Q X O 0 x 6 KJ i a O' O o 6 T1 n m a §; ■ - S i *8 i x Ol -a $ O 6 X S3 CJ l S - cn * - x IX x O nt CM E S* o -c o> cn a M * KJ M i i i S' dD J u T CO 0 I: , 2- 6 " ■I - 'I r i -- - - - - - - 1 s 3 1 I J L E \ 5’ 0 " x 5’ 0 ” " / \ LE F T SL I D E R f \ | W9 | / x __ a __ _ _ __ _ _ _ i i i i i Tt I l I I >5^ HE A D HE I G H T 6’ - 8 ” A. F . F . i i X ^> 5 ni z z I I I I i i i I i l i i l i i I L i i i i i j I "' ' " • I ,... - '•" � - I "'' I' � -"' I I' • - I ' I' "' p� ... ::, x<n 'i=,t;: ':..t� 38'-o" ,,,t"�---------------------------------------------------J'"' " ' 10'-0 1/2" 16'-6" 4'0" x 4'0" LEFT SLIDER E5RE55 UNFINISHED 6EDROOM N0.4 q•-a• c;EILING HEl6HT 14'-5" x 13'-5" , 6'-5 1/2" ,,''----ll-'+------------,--¥--------LlL-Y ,', 5'-0 1/2" I, ' L OIITI.INE OF GANTII.EVERED FLOOR AT MAIN 1.EVa FOR � r----------------------------7-----"'- 1, I I 'o UNFINISHED LAUNDRY ROOM I I I I I I I I N, q•-a � cEI HEI 10'-5" , 5'-6" 2'-8" l.NFINISHED FAMILY ROOM q•-a• cEILING HEl6HT 25'-2" X 18'-7" I -26'-6 1/2" ' ,,ft---�o,;--t---------------------------------lllVl,�ffi--c11'-5 1/2" ' / • ' -- 1, 9-11 1 2 ., 8-3 1/2"8'-3 1/2" -,;;;i ,�tt-------------�,---+--------�*---------��"----------llvl,,� ; w '.2'-6" UNFINISHED BEDROOM N0.5 q'-011 CEILINS-HEl6HT 1o'-5" x 10' -0" '.2'-6" I 3'-0" FORGED AIR GAS FURNACE \II II Ii II II II I 11 II I I II II II I I 11 I I II II II I _, II I I II II II I \II I I II II II I 11 I I II II II I I I II II II I , 9�"'� B'-011 i I II I I I II I I I II I I II I I II I I I II I I I II I UP ' i:n - ' • - ... _I' , � --11k--,-----+---< 41 5 !1611 711 811 9110 I 11!1121131114115 "' I ,... �---------------------------7 "' 'bw - C ... ::, XV> • "' :ot; I "' ... � - , I, 7'-9" ; w 2'-6" I/, UNFINISHED BEDROOM NO. e, q'-a" CEILINe HEl6HT 10'-5" x 111-611 / ' COMPACTED FILL • 0I ;,, , K • "' I ;,, - ' ' ' I' 7 ';,-1 ;,, �I b - , , , 12•-5• 6'-o" 19'-6" ,�----------------;,/'"'----"-------+----;¥' -----------------------------Y"' ,. I J ,OIITI.INE OF 5AF!ASI: i'IAl-1-5 � AT MAIN LEVl:l. FOR �a·-o· �E ,,t'l,k--_____________________ --+--!'-------------------------J-'" 1,I I , I I I I I I I I I I r _______________________________ J I I r------------------------------- 1 I I I I I � _j I L_ -----------------------------------------------_J BASEMENT LEVEL DIMENSION rLOOR FLAN 22" x 54" DRAv,IING SC.ALE, 1/4"= l'-0" 11" x 11" DRAv,IING SC.ALE, 1/8" = l'-0" o· 1' 2· 3• 4• 5• e· 7' a· s· 10·r-.•.•.-. I I I I I I 22" x 54" DRAv,IING SC.ALE, 1/4"= 1'-0" II" x 11" DRAv,IING SC.ALE, 1/8"= l'-0" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: BASEMENT LEVEL DIMENSION FLOOR PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5307 SHEET NUMBER A4 DATE 11 JUNE 2019 6’ 0" 2- 4 1 1/ 2 " 10 - 7 1/ 2 " 5’ 9 /2 5 ‘ ■ 4 9 ■V c c a 70 32 " TU B W/ SH O W E R HE A D 0 rn M *o 'c- 01 O >T o 70 -f t o H i t o rt i nt i = 5 z «i 5r X C3 UJ 1 o I § o kj k) M i i <£ > I * ai \ * L J T I 4- 6 1/ 2 " 1/ 2 " I 2' - 6 ' k) I i -k i l 5- 2 " 3- 4 " / / l a IO .\ A a> l 3 x 7 y CP vn 3 U 5 0> 8*m o I 3 2l 1/ 2 " 1 1/ 2 " + / 24 - 6 " 8 - 0 j / / -II • 0 'T � • 0 1,, >-� � z � z e >- 'b I -:., , MAIN LEVEL TOP PLATE I I I ,1 I ,1 I I I I 111 ,11 i' ii I ' ,II I ,I I ' i'11 I 11I 11 1 111i' 11 I ,I ,I ,I ,I " 11 ,, " s:-----------·-o/ STONE VENEER;�IIIAINSc.OT AND C.AP � _ TOPQF_FOOTI�---' AT 5AAA51': IIIAU.5 ____ TOPQF_FOOTl�--AT BASEMENT IIIALl.5 � � � � � � � HORIZONTAL.�� 51DINe ' l I I 1 1 I 11 ,,, I 11 I 11 ,,I 11''11 ,,,I 1 1 I 11 ,,, ,1111 1, 111 111 'i"ll11II 11 11111 11 11,,11,11i'11 11 11111 ,1 I Ii' 111 i'I I ,I I I I ,,I ,,' I I I ,, I 1,' W2 REAR EXTERIOR ELEVATION 22" x 54" DRA�ING ¾ALE, 1/4"= l'-0" 11" x 11" DRA�ING 5C,ALE, 1/f>"= 1'-0" 1·-0· DORMER IIIID'Tl-i -ATTIC. VENT TO BE ROLLED RIDGEVENT INSTALLED FER MANUFAc.��ATION5 ',, I I 'i ' '1111 I I, '111 I I i'I ,I I I I I ,1 I I I ,I I I ,'I I I 'i' 'I I "I I ,1 i'l,1 I ,Ii ,I I 1, I I I I I '111 I I ','I I I I I I I I 11 I 111 I I I 11 11 I 11 I 11' I I Ill 11 11111 111 I 11 111 111 I I 11 1111 11 1111 11 1111 1111 I I 111 I 11 11 II' 111 1 11 111 I 11 II 111 11 11 11 ii I I I I 1 1111 1 1111' 11 11 111 11111 111 ii '1 I 'II 11, '1 I ;1 i'I, i' ii ',111 i'li1 ;111 I '1 I ·1111 I ,, ·111 I I i'li1 I I i'li1 I II ii i' ;1,1 I I '1' 'I ' I 'I I i'li1 11 111 I '1 I I I I I ·111 I ' ';1,1 I I i'I, I I 1 I I 111 1 1 I I 11 11 I 11 I I I I Ill 11 1 1111 111 1 1 1 I 11 I 111 I 11 11 Ill' 11 1111 11 1 I ii 111 I I I 111 I ii 11 II I Iii I I I 111 I I I I' 111 1 I ii 11 11 I I I I I IIU I I I I 11 I 111 11111 111 11 ,'II I I ' li'l,1 ,I 1 ,1 1',11111 ,1 1 1 ,'111 I 'i' I I li','l,!'1 i',1 ',ll,!'l,1 ,,11 lli''l111 ll.'111 1 li'l,11 1 11,1 111 ,1 1','I 1 1 li''I 1"11 ,1 !'l,1 1 ,11 ., ,,,. 11,1 l','I I I 11 1 1 " " " W14 � � □□ � � □Do� DD I Ame. VENT TO BE ROLLED RlooE VENT INSTALLED PEl1. MANJFAc.11Jf<Ef<5 �ATIONS "I I I I 'III' I 11 'II, II I I 1"11, I 'I I I 1' 11 I I 'I ,I, II I I I I I I "II 'I I 1' II I '1 1,'II I I 11 111 I ,11 1 1 I ,111 I 11 ,1 1111 1 1111 ,1 I ,11 1 1 ,111 ,111 I I 11 1 1 ,1 1 1 I ,1111 ,11 I I I I "I ,I I I , ,11,1 I I ,I I, ,II ,I I '1 ,"I 1,11 11 ,'I I I I 11 11,1 I ',II i' ,I I ,, Ii ' 'I ','I I I 1 ,11,1 1 i' ,I I I 111 111 1 1 1111 I 11 11 1111 1 11 111 111 1 1 1111 11 '' 111 I 1 1 11 1111 11 11 1111 1 111 I I I 1"1 ,1 I 1, ,,11,1 1 1 ,1 1,,11 ,11'1 ," 1'1' Ii ,'1111, 1111,11 ',ll1i',il ,' 'i"I ','I 1, 1 1 ,11,1 1i'dl � � � � � � -�� -�� -�� -�W3 W4 W5 � -�� v ---- -- -------W6 - A5PHALT 5HIN61..E5 "'--VERTIC.AL. SIDINe FRONT EXTERIOR ELEVATION W7 22" x 54" DRA�ING ¾ALE, 1/4"= 1'-0" II" x 11" DRAWING 5C,ALE, I/f>"= l'-0" -------- PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: FRONT AND REAR EXTERIOR ELEVATIONS CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (108) 510-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER AS DATE 11 JUNE 2019 TOP OF RIDGE i'll I'i i "Hi ,'il I'i i1 I I tu I ■i5z mz TWT\\ iii i' ;r rii't m iMraoinR/II',i iiirTRi Fill P ri .i i ^770 RTF CTTTftfT, rPiUuEr\nTnrWKl JVJ J F1 uTTMITor iso iLVifri. LZjJLiQi! 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VENT TO BE ROLi.EC> RIJ:>6EVENT INSTALi.EC> PER MANIA"Ac.11.IRERS REc.OMMENDATION5 ASPHAL.TSHIN6LES DRIVEHAY I LErT SIDE EXTERIOR ELEVATION 22" x :54" DRAJ/IIINS SC.ALE, 1/4"= l'-0" II" x 11" DRAHING 5"ALE, 1/8"= l'-0" ....... ._ _ _, ,_ __________________________________ _, 0--------------------------------------------l l-----------------------------,�--HORIZONTAL - DRIVEHAY 1--'-----+'-----------------�------------------------,------'-f���====================i-l I 7I Rl6HT SIDE EXTERIOR ELEVATION 22" x 54" DRAHING SC.ALE, 1/4"= l'-0" 11" x 11" DRAHING 5"ALE, 1/8"= l'-0" 51DINe FINISH 6RADE PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: LEFT SIDE & RIGHT SIDE EXTERIOR ELEVATIONS CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (108) 510-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER A& DATE 11 JUNE 2019 12 12 6 i'i ,ii j V l |l||l"'i|il iHI"III, i.i 'i i",i1 mi i ''i' i FfH 11,1 I, . 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I I I I I I 22" x 54" DRAHIN5 SC.ALE, 1/4"= 1'-0" II" x 11" DRAHIN5 SC.ALE, 1/8"= l'-O" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: FOOTING AND FOUNDATION PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (108) 510-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER A7 DATE 11 JUNE 2019 2’ — 0 ” / 'L / * O I I / \ I \ / \ I / \\l / =* : — l\ / / i / \ / \ I / \ I I i I \ / l \ / l / \ \ l ' \ / — -- - 7 s 'I \ / I \ / \ / \ / I I 1— 1 / 2 ” CL E A R y i o £ M I!II II 'I II II II -V s I I I T r I r cm + CW 1 c r r I ■* l l I I N I I i i ii ii i Ii ll l l l i l ii ii l l Ii 1 I i i I I i i i i L -V c N }. 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I II I I I ' I I ,, I I I I I 1, I ., ,... ,, [;: 3' " " • 12'-1" " 11'-7 1/4" V (2) 2•4 =NJ_ 7 POST I II I I I CF2 I I L---r-J 1 CF1 • 5'-6 1/4" (2)2x4=-, POST r-' ' 'I' 0 �----------------------------7 't"c----.,.b.+---+,+-1=============== :-�--' '• � - 6'-8 3/4" " 13'-B" (2!2•4= POST CF1 r-,,,----(2) 2x• ----------------------------0 ----, i , , i III V POST r----------------------------___ J CF2 1 I L--,I � � I I.-, , I I LL � � I I (..) a:, a:, I I I I I I CF1 ;,. ;,. IL-----------------------------I ---------______ _J V CF1 " • 0 'T � � r----------------------------J _L ____ ---------------------7 ' +---4-----4-1 --_�><: ___ I cw1 ! ' ' ' " • 0 I 0 '-',s-----------f----+-+---+' ' ' CID L7 I I 3' CF1 i " r--------1 '-----------------------------� --------r--3•-5• -T --------------, Jc } ,... I II I I I I I I I I II I I I I I ,... CW1 � I 'in 'b I 'in ,------------1--J I " I ----ewt--i---,. ->c-------i--t-' I r--------�--, I I I I I I I I COMPACTED I I [;: I 3' I FILL I 01 o I I ' I I I I L.. ___________ J cw, r-----------7 3' [;: " " CF1 . r-------------------------· >-----CF1 " ' lo 3' �:. l.EooE FOR CONG. " b PC !'!CH e,; ,,:, lleAFI.IIW ' 3' " " • 'T ;,. - " DOUBI..I: C.AA j -1 41GONGREJESLAB 51.0PE e,oNC,. FLOOR TO 0!1-AIN TO 5AFV61: DOOi< 16'-3" 81..0C,K OUT FOUNDATION l'IALL 16" DEEP FOFI. OVERHEAD DOOi< -1-------�---------------------------------- i: ....... , ... OUT FOlH>A. TIONl'IALL FOR MAN DOOFI.16" DEEP 81..0C,K OUT SINGLE GAR j GARA6E j 4'C,ONC,RETESLAB 51.0PE CONC. FLOOR TO 0!1-AIN TO 5Al<A6E DOOFI. BI.OC,I< OUT FGUNDATION l'IALL , 16' DEEP FOR OVERHEAD DOOi< / ,-------,--------------------· IIII_J I --==SV/1==---I ,-----------------------------'C"1 I / ' • 0 • 0 I ' -"---------------+-----------------+------�• 1:---111_---�='°'"::-c...::::....:=---ccC....::cw+--:::..:..._-_.=_=-=��=---l�-..i...+'-------+--------+-------" ' -�:�::�--------CF -----------g��,��-----� � ' / I; 6'-0" 6'-0" / rOOTINcS AND rOUNDATION DIMENSION PL.AN 12·-s· 19'-B" 12·-o·22" x 54" DRAV'llNG SC.ALE, 1/4"= l'-0" II" x 11" DRAV'llNG SC.ALE, 1/8" = l'-0" / I/ / / I/ NOTE: SEE SHEET Ai FOR FOOTIN5 AND FOUNDATION Pl.AN NOTES, HOL.00i-t6, C,Al.L OUTS AND 5"HEDULE5 D' 1' 2' 3' 4' 5' 6' 7' 8' g' 10·� --.. ---I I I I I I22" x 54" DRAV'llNG SC.ALE, 1/4"= I '-0"11" x 11" DRAV'llNG SC.ALE, 1/b"= 1'-0" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: FOOTING AND FOUNDATION PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER AB DATE 11 JUNE 2019 7^ 8’-3"8-3’ 7' I I J I I I 1 OI oo1l 00 I ■ I —I \ So>-/T i <0in i 11-6" ID B 2-9" 8-9"L! r a I CMlJ!■ WOOD m [in I V) i CW1 -1 J,Ir * oI Vi j...T i \. 5 iKoCMo I CM 6-0" 11-6"19-6” L CMJ %____L JL o 8-3" __j -j. j L CM N 1 i 7T 7"7T 5-4" 7 7^/ 49-6" BEAM (B) SCHEDULE MARK SIZE B1 (2)2x6 B2 (2)2x10 B3 (3)2x10 OR (3) 1-3/4" x 7-1/4" LVL 2.0E B4 3-1/4" x 9-1/2" ROSBORO X-BEAM B5 3-1/4" x 11-7/8" ROSBORO X-BEAM B6 1-3/4" x 9-1/2" LVL 2.0E B7 (2)1-3/4" x 9-1/2" LVL 2.0E BB 1-3/4" x 11-7/8" LVL 2.0E B9 (2)1-3/4" x 11-7/8" LVL 2.0E B10 5-1/2" x 11-7/8" ROSBORO X-BEAM 'b I . , 16'-6" NO. a :=b '-- 11 ,, , / ' (2) 2"4 HOODPOST 10'-0" 'b I FAI ILY RO,M , , '�r,=;===;==,==,==,===r==r===,===si----------- 11 7 /8" RFPI 400 AT 16" o/c IIG+-t------if---t--+--+--+--+--+--+--+--+---+---+-----,----'----t------t------,c---t--'t--+--+--+--+--+--+--+----++lfl - L (2) 2x4 l'IOOD -G POST I ', 7 L . ', (2)2x4HOOD-�F OST I. 511 6 VENT rV -ll' <,LEARANC;E 11•-3 1/4" STAIR i'ELL ROU6H OPENING ''----11-1/ll' RIM BOARD AROUND PERIMETER OF FOUNDATIONl'IAl.L ASSHOHN I I I I I ='==:=!=:!c:==='=='====="-==d:=!:i==='==k:=b=='==:=!=:!c::=!. ,o�• ·+------------"'-I I I C,OMF'AC,TED \'-+-+--HOI-D BAC;K RIM BOARD FILL FOR POl<GH c;AP l.ED6E ', ' ,, 19'-6 I' 8'-11 3/4" , .1 I' "- I, , TYPICAL FLOOR SHEATHNG: 3/4" APA RATED FLOOR SHEATHING W/10d NAILS AT 6' o/c AT PANEL EDGES AND BOUNDARY AND 12" o/c IN THE FlELD MAIN LEVEL rLOO� rAAMINS PLAN 22" x :34" DRAV'llNS SCALE, 1/4"= 1'-0" II" x 11" DRAV'llNS SCALE, 1/8" = l'-0" O' 1' 2' 3' 4' 5' 61 7' B' 9' 10' r-.•.•.-. I I I I I I 22" x :34" DRAV'llNS SCALE, 1/4"= l'-0" 11" x 11" DRAV'llNS SCALE, 1/8"= 1'-0" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■. DRA'MNG TITLE: MAIN LEVEL FLOOR FRAMING PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (208) 542-0440CELL: (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER A9 DATE 11 JUNE 2019 11-6*Y- V s B!3?RC>0M *O 00 V CMB1 (2) 2x4 WOOD POST T/B3BATH LAUMDR'' ROOM > to EmcoI COCM BED ZOO* NO. 5 41 PVO RADC N (2) 2x4 WOOD POST (2) 2x4 WOOD POST ICPCo; ^✓ffiB4 B4 sCM T e /O To BH7ROO*\ NO. b K(O o ■V 12-6” 6-0" -Y � :c" :c � " g :c X X <( <( "' b � 15 �E::l'.l:,IQIE:S· 1.¾o" APA RATED SHEATHING2.DBL 2x TOP PLATE3.Bd NAILING AT 3" GRID ONBEAM AS SHOWN4.IWOOD HEADER PER PLAN (MIN13"x11¼")5.l5TRAP TRIMMER TO JACK-STUDlwlTH MSTC52 (OPPOSITESHEATHING)6.12x WOOD FRAMING 7.,-1N 2"x4" FRAMING W/ MIN ¾"lwOOD SHEATHING W/ Bd NAILS�T 3" O.C. ALL FRAMING8.x BLOCKING AT PANELSPLICES 'MTHIN MIDDLE 24" OFPORTAL HEIGHT. 1 ROW OF 8d�AILS AT 3" O.C. EACH PANELDGE 9.�IMMER(S) AND KING STUD(S)PER PLAN1 o. f-iOLDOWN (EMBEDDED IN K;ONCRETE AND NAILED TO RAMING) 11.2) 2x SOLE PLATE W/ (1) %"•NCHOR BOLT12.12 ROWS OF 16d NAILS AT 3"K).C.13.�ONCRETE WALL14.�LOOR FRAMING, SEE PLAN15.�ONT 2x PT SOLE PLATE 3 EXlENT OF HEADER W/ DOU BLE PORTAL FRAMES (2 BRACED WALL PANELS) EXTENT OF HEADER W/ SINGLE PORTAL FRAME (1 BRACED WALL PANEL S) J I, I· 0 2' TO 18' ROUGH WIDTH OF OPENING FOR /;fl ,·;1-�------s-1N_G_L E_o_R_□_ou_BL_E _POR_T_A_L ______ _y /// .,�, � // /// .•" / / / / ; 10 llifilS;_ I II I I I u 10 PORTAL. f=AAME DETAIL. NOT TO SCALE SHEARWALL TYPE SCHEDULE 1.SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED I II I I I u ON THE PLANS. 2. FRAMING t.1EMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER {O.C.) MAXIMUM. � 3.ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTSOR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PERSUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLTMINIMUM WITHIN 9" OF EACH END PIECE. 5.PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OT HERWISE(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAG GERED AT 2" ON CENTER (O.C.) ((24) 16dNAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.7.BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES. t.1ARK SHEATHING MAT ERIAL EDGE NAILING FIELD NA ILING BOTTOM PLATE ATTACHt.1ENT CONCRETE: ½"¢ A.B. W/ ¼"x2"x2" w PLATE WASHERS AT 36" O.C. ¾a" APA RATED SHEATHING 8d COMMON 8d COMMON CONCRETE: %"¢ A.B. W/ ¼"x2"x2" (BLOCKED) AT 6" O.C. AT 12" O.C. PLATE WASHERS AT 48" O.C. ONE SIDE OF WALL WOOD: 16d STAGGERED AT 6" O.C.CONCRETE: ½"• A.B. W/ ¼"x2"x2" w PLATE WASHERS AT 24" O.C. ¾e" APA RATED SHEATHING 8d COMMON 8d COMMON CONCRETE: %"¢ A.B. W/ ¼"x2"x2" (BLOCKED) ONE SIDE OF WALL AT 4" O.C. AT 12" O.C. PLATE WASHERS AT 32" O.C. WOOD:16d STAGGERED AT 4" o.c.w ¾a" APA RATED SHEATHING SEE PORTAL SEE PORTAL (1)%" DIA. MINIMUM WITH(BLOCKED) ONE SIDE OF WALL FRAME FRAME ¼" x 2" x 2" PLATE WASHERSDETAIL DETAIL I II I I I u I II I I I u BATH 10 MASTER BEDROOM BEDROOM N0.2 5'-0" BATH CLOSET HALL TYPICAL ALL i,,w_t.5 AT � MAIN LEVEL LUE55 NOTED OTHERHISE � 2'-4" 3'-0" BEDROOM N0.5 MAIN L.EVEL. SHEAR. v-.!AL.L. 4 HOL.DOv-.!N f=L.OOR. PL.AN 22" x 54" DRAJIIIIN5 SCALE, 1/4"= 1'-0" 11" x 11" DRAJIIIIN5 SCALE, 1/8" = l'-0" 11 11 11 11 11 11 11 co� PORCH � r TYPICAL ALL i,,w_t.s AT MAIN LEVEL UNLESS NOTED OTHERHISE FAMILY ROOM I II I II I II I II I II I II I I II II I 1 I 2 3 I 411 51 61 7 II II II II II II I II I I I II 8 I 9II1DI 111 121 1311 DOUBLE CAR 5ARA5E DININ5 KITCHEN 2'-8" POCKl'T DOOR r--------------------�--------------------7 / / / / / / / / / / / / / / SIN5LE CAR 6ARA5E r ;\ , \ \ o· 1· 2· 3• 4' � --.. ■■ 5' 6' 7' 8' g• 10' I 22" x 54" DRAJIIIIN5 SCALE, 1/4"= l'-0" II" x 11" DRAJIIIIN6 SCALE, 1/8"= l'-0" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: MAIN LEVEL SHEAR WALL & HOLDOWN PLAN CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER A10 DATE 11 JUNE 2019 < 1 & I 1 I I I I „ 0 , £ v V < 3 £ > * c n o f ( 5 1 h v V . 1 0 J I 0 , 0 - , £ I I ] S 9 - Z 9 - Z - Z o o I I t o t o & 1 1 V . — n * r 7 7 7 ' . V - 7 7 ~ y 7 ~ / ~ r — - 6 I S C : 7 - — — - : s . P ^ . 1 . 1 : — * — ’ — * t V . f t i > \ \ m v l . l ' * a I - M M - i l i l F M - > ' • i & i T i r ■ | v Z Z - , ■ ■ ■ ■ - , i ! : ' \ » ' * \ > \ • . . o o o L O o i n - - o > l O - 7 i n o o M 3 V / A - : - e v i - • f T . f • U . i \ U J “ ” T j i l . i v i r i • i i \ \ \ \ T k I T • • V • I - Z ^ / - \ n k s ! _ A X _ _ _ _ _ T _ 1 3 2 ? Z - • ■ ; ■ — • _ 1 _ - * ■ - c w z z z z ) • I • L ‘ • ! J ■ I l - l l . ^ - - - - - - H e f O r o r - 1 H 0 I 3 H t F 7 " T I V M A N O d 1 H 1 3 Y i l 1 □ T I V M Y i - V - m C M L “ - “ T f J £ i J ± * . o 0 0 P O 6/12 6/12 ) RIDGE RIDGE 6/12 6/12 I NOT TO SCALE TYPICAL ROOF SHEA THING: 7/16" APA RATED ROOF SHEATHING W/ 8d NAILS AT 6" O.C. AT PANEL EDGES AND BOUNDARY AND AT 12" O.C. IN THE FIELD. SEE TRUSS MANUFACTURER SHOP DRAHING5 FOR TRUSS CONFl6\JRATION BEAM (B) SCHEDULE MARK SIZE B1 (2)2x6 B2 (2)2x10 B3 {3) 2x10 OR {3) 1-3/4" x 7-1/4" LVL 2.0E B4 3-1/4" x 9-1/2" ROSBORO X-BEAM B5 3-1/4" x 11-7/8" ROSBORO X-BEAM B6 1-3/4" x 9-1/2" LVL 2.0E B7 (2)1-3/4" x 9-1/2" LVL 2.0E BB 1-3/4" x 11-7/8" LVL 2.0E B9 (2)1-3/4" x 11-7/8" LVL 2.0E ROOF FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. C.TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. D.TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1) H2.5A OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2) H2.5A CLIPS, UNO. F.FROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER TRUSS, MATCH GIRDER TRUSS WIDTH, U.N.O. G.PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL -'I"'"---,-82 NI. 2 ATH MASTER BEDROOM / C: HU 82 F MILY KITCI :N C: � ---� 82 l=�f===fl====#====ll==fl====#===#==ll====#====ffc===lll==,t==============l==l===l ll-----ll----=�a11------�--ir----c_---ll------1µ B2 V V / / / V V DOUBLE CAR GARAGE �--------- V ROOF FRAMIN6 FL.AN 22" x :34" DRAHING SCALE, 1/4"= 1'-0" 11" x 11" DRAHING SCALE, 1/8" = I '-0" SINGLE CAR GARAGE 84 o·1 • 2· 3• 4' s· s· r a· 9• 1 o· r--•-••-. I I I I I I 22" x :34" DRAHING SCALE, 1/4"= l'-0" II" x 11" DRAHING SCALE, 1/8"= 1'-0" PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: ROOF FRAMING PLAN ■ CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (108) 510-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER A11 DATE 11 JUNE 2019 6/ 1 2 6/ 1 2 & RI D G E OJ 7i U* RI D G E m & -< <T > N) nt RI D G E RI D G E 20 <y > o 6/ 1 2 6 / 1 2 O TI <m U u B2 (f t *£ OJ > [ §Oi Z o X o 5 cf 9 X CD ro Li I CD cn o £ cn I M * C? b v i CD J ro Ch & I %y [ CD ro i I I I CD I ro I i EL.EVATION"" EL.EVATION 0 MAIN LEVEL FINISH FJ.OOR EL.EVATION 0 TOP CIF-PGtl!C'A TION EL.EVATION 0 TOP CIF-FOOTINS ,�·1 " ' 2><6 SUB-FASCIA --��f;j ; BOARD W METAL �"'7',,,� FASCIA / / 1·-0· PRE: FINl5HED __/ PERFORATED OVERHANe METAL 50FFIT 2x6 SUB-FASCIA----� BOARD W METAL � 1--,-FASCIA c--f-,,V"'f-,V'.. t=:: 1--,-r--t=:: TYVEK YEATHER---.,�----1/2' <5YPSUM BOARD BARRIER Ir---TAPED, TfXT1JRED AND t=:: PAINTED [::::: 6 MIL. VAPOR t=:: BARRIER SEE EXTERIOR ELEVATIONS-----........._BLOl'IN BLANl:ET FOR EXTERIOR FINISHES ----_ � HAU.. INSULATION t:::: t::::: t=:: f-,,V"'f-,V'.. t::::: t=:: f-,,V"'- TYPICAL ROOF A55EMBLY, A5PHAL T 5t!INGl.e5 BIJIIDING FELT 1/16" 056 PLYi'IOOD l'iOOF SHEA THING W CLIPS PRE-MANUFACTURED ROOF ffilJSSE5 AT 24' O/G - l"eBS DE51<5NED BY TFIIJ55 MANA". f-,,r-,"";'!3f BATH FINl511<5RADE SEE FOOTINe AND---,__ FOUNDATION PLAN FOR HAU. AND FOOTING SIZES AND REINFORCEMENT ----TYPICAL EXTERIOR BASEMENTHAU.. TO BE 2x4 FRAMINe AT16' o/o 1'11TH R-lq BA TT IN5ULA TION AND 6 MIL. POLY. VAPOR BARRIER PRESSURE TREATED SILL PLATES UNFINISHEDTYPICAL IN BASEMENT CLOSET •. ' . . ' .·•. ,-·. HAU.. UNFINISHED 6EDROOM N0.5 .. ·, . : . ;. 1:1 • LI I\ .. I 1·-0· OVERHAN<5 ' � 1(.2.0 G"'l"F9UM BOARD TYPICAL ALL CEILINeS ENTRY UNFINISHED HALL · .. i, ._, .•_· . . .• 1 11 1 •. . ' I 2 HOUSE: CROSS SE:CTION 22" x 34" DRAWING 5C,AL.E, 1/2"= l'-0" 11" x 11" DRA�INS 5CAL.E, 1/4" =1'-0" II 3 I 4 11'-3 1/4" STAIR HELL ROU<5H OPENINe II 5 HAU. MOUNTED HAND RAIL, ---� HAND RAIL 5tlALL NOT PRO..l:C,T MORE THAN 4-1/2' ON STAIRS RAILING SHALL NOT BE MOIJNTED L� THAN :ll-l/2' o'-10" 1, INIMJI' TREAD HIOTH II s II 7 8 I . �� 9 II 10 (5) 14' L.5.L.. STRIN<5ERS II 11 �411 GONG.SLAB ON <5RADE . . ·. ,• ' '· .. II . . " -·•· . . , . 12 II .. 13 II . .. :,: II----INTERIOR HAU..5 TO BE 2x4 OR 2x6 FRAMIN<5 AT 16' o/o ' MUD ROOM INSULATE ALONG\ RIM BOARD \ 14 I . 15 II UNFINISHED FAMILY �OM .' ., ' .', ". ' catr-.,___ � '-.,-� '-.,-r-.t--,r-�r-t--,Ir--� Ir--� � "Ir--� � � ~ �~ �~ �~ �~ '-Ir--'-Ir--t--,r-'-.,-� '-.,-- . El 1·-0· I FINl511 <5RADE PROJECT NAME: PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: SECTIONS NOTES AND DETAILS CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\WII BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440 CELL, (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5307 SHEET NUMBER A12 DATE 11 JUNE 2019 T 4-m BLOWN E1 ANKET ATTIC IN; JLATION I mmu rnmn-Rsmn< bBTRUS6 BEARING 00 T 1 a ■- ■IEP■ ■ i±:* I II IiX) xo MAIN LEVEL FLOOR FRAMING - SEE FLOOR FRAMINS PLAN \ g'm •cay(?■} i■ ■—I £ S■i 4n£(*. 4 t a COv..A(£>5I - I¥ui *iPROVIDE I" AIR SPACE BETWBiN CONC. FOUNDATION WALL AND WOOD STUD WALL FRAMINS *1o-3 4 : ■■b>I'--.A. I ■' >Xr.»i-* i.''Ayl>. “1 . I 4 I • r.!l ■ l ‘.I 3 \l.IlA 4,rvrt kzo.H T T?T T T I «. .T T T4, '4; — 4 -4 '4 : Cl ' cv. « 4 ■ ■W vS- A AI2 bffi ...... § x<n bt ,...� >- - 4'0" X 4'0" LEFT SUDER ' eE�OM N0.4 -¢- 3'-0" B'-0" 0 � � � " � � 0 �� >--- �� r: BATH :;i � l I 1�-m 11r�c11� r:: 75 CFM LAUNDRY -¢-W ROOM I -¢- BEDROOM N0.5 -¢-MEC,HANICAL \ CLOSET � >< C" ? i' 2'-b" 2'-6" \'' I I ,, I I I I I I I I I I I I I I I I I 4 5 !16 II � 2'-6" 2'-6" 7 -------- COMPACTED FILL -¢- BEDROOM N0.6 FAMILY ROOM :3'-0" FORGED AIR GAS FURNACE I I I I I I I I I I I I I I I I I I I I I 7 I 81 91 3'-0" ( \ FD I I0 I I (I} I )(!) ii' i' !! II I II I I I II I I I II I I I II I I I II I I I 10!!1 11 !1121 131 6ASEMENT LEVEL. ELECTRICAL. PLAN 22" x 54" DRAll'llNe SC-ALE, 1/4"= 1'-0" 11" x 11" DRAJr-llNe 5CALE, 1/8" = l'-0" � -¢-• °'O.,_, • C, "'::J x<n bt in� � -'' ! !! UPI II I II I II I II I II 141 15!! EL.EC T�ICAL. SY'M60L.S /4>--¢- ◊re � ♦ � '◊' I \ \ I \ , , __ Q) qp fi ' ' CD $ $3 $D � @ @ ... i.J IT'ZI -D-w [@] [2J � CEILINe FIXllJRE - RECES5ED CEILINe FIXllJRE -SURFACE MOL-"ITED POl<CELAIN FIXllJRE Yi/ FULL CHAIN PENDANT LleHT CEILINe INCANDESCENT FIXTURE Yi/ HEAT LAMF i'1ALL MOUNTED FIXTURE HAN61Ne CEILINe FIXIVRE JJNCTION BOX DUPLEX RECEPT Ac.LE - HP • i'IEA THER PROOF 5FI • 5RND FLT -IC• ISOLATED GIRQJIT FI.OOR DUPLEX REGEPTACLE SWITCHED DUPLEX REGEPTAGLE 5F'EGIAL OllTLET -AMF AND CONFl6. TO MA TOH EGIJIPMENT THERMOSTAT SWITCH 3-,IAY SWITCH DIMMERSI-IITGH DOOR CHIME PUSH elJTTON SMOKE DETECTOR -i'IIRE ALL SMOKE DETECTORS ToeETHER FOR SI-TANEOJS ALERT SOUNDING, i'IIRE TO PRIMARY BUILDING POl'IER AND PROVIDE BATTERY BACKUP TELEPHONE OllTLET -VERIFY EXAGT MOIMTINe HEleHT AND LOCATION DEDICATED FAX/MODEM OR GOMPU1ER NETWORKING CATEeORY 5 - 4 PAIR Ti'IISTED i'IIRE GABLE T.V. OllTLET -COAXIAL GABLE NleHT LleHT EXH,'IJST FAN - VENTED TO EXTERIOR i'IITH METAL DUCT INTERGOM STATION CENTRAL VAGWM OllTLET SPEAKER i'IIRE AND SPEAKE!!. X GEILINe FAN � EXTERIOR FLOOD LleHTING SMOKE ALARM i'IIRED IN SERIES i'IITH BATTERY BACKl.f' SMOKE ALARM AND GARBON MONOXIDE DETECTOR COMBINATION UNIT i'IIRED IN SERIES i'IITH BATTERY BACKUP PROVIDE A 110 VAC OllTLET i'IITHIN 25' OF A/G UNIT ALL LleHTS IN CLOSET SHALL COMPLY i'IITH CURRENT NEC CODES ALL PLASTIC ELEGTRIGAL BOXES LOCATED IN THE GARAGE FIRE i'IALL SHALL HAVE A 2 HOUR MINIMJM FIRE RATING lll.lBBLE COVERS SHALL BE INSTALLED ON ALL EXTERIOR 5FI ELEGTRIGAL OUTLETS BRANCH CIRQJITS SUPPL. YING 125 VOLT, SIN151..E PHASE, 15-20 AMPERE REGEPTACLE DIJTLET5 INSTALLED IN BEDROOMS SHALL BE PROTECTED BY ARC-FAU. 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I I I I I I 22" x 54" DRAJr-llNe SC-ALE, 1/4"= l'-0" II" x 11" DRAJr-llNe SC-ALE, 1/8"= l'-0" PROJECT NAME: RX01279 PROPERTY LOCATION: ■ ■ ■ DRA'MNG TITLE: ELECTRICAL FLOOR PLANS ■ CONTRACTOR; NEWPEAK CONSTRUCTION COMPANY DRA\Wol BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE, (208) 542-0440CELL, (208) 520-1578 COPYRIGHT @ 2019 JOB NO. 5308 SHEET NUMBER E1 DATE 11 JUNE 2019 4’0 ” x 4’ 0 " LE F T SU D E R it Tu J I ¥ r <i * i i VL l ] ai 4’ 0 ” x 4’ 0 ” SL I D E R U 5 u 7 O o 32 " n© w/ SH O W E R HE A D o 0 Z3 ui i ] O 3:>a cn O 2- 4 ' f o s V C7 1 Sr O z OJ ] e= i o 2' - 4 " kj PO C K E T DO O R / o 4^ P i o O / Hi / / 2' - 6 ' J It / I <> I r 2' - & ' rt 73 7> . % I / i I i i i \ / \ / \ / / / I / L I J O i 4 «- \ O 1 ** ■ 'IF -C * o Or : Z3 \ I—I I I I \ 3 '- O ' I I \ ~n 4 4 a o to Oo r O A CP 70 m i x 4 \ i ■w i / \ ik . 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