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PLANS REDLINED - 20-00574 - 1300 Stone Dr - New SFR
Author Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165 Description : 1300 Stone Dr - New SFRAddress : Record Type : New Single Family ResidenceDocument Filename : 20_0129 RX01300 Medicine Bow 3car T CE Set.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 20-00574 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments Site Plan Free text Larry Beesley : Building Open 2 5' city sidewalks required A1 Free text Larry Beesley : Building Open 3 3' Landing required R311.3 A1 Free text Larry Beesley : Building Open 3 Add beam to tie walls together A1 Free text Larry Beesley : Building Open 3 Attic Access 22"x30" minimum access where attic clear heightexceeds 30" (R807) A1 Free text Larry Beesley : Building Open 3 Follow the plumbing code for the floor drains. A1 Free text Larry Beesley : Building Open 3 HGAM 10 A1 Free text Larry Beesley : Building Open 3 girder trusses A2 Free text Larry Beesley : Building Open 4 F A2 Free text Larry Beesley : Building Open 4 SD A2 Free text Larry Beesley : Building Open 4 SD A2 Free text Larry Beesley : Building Open 4 SD CO A3 Free text Larry Beesley : Building Open 5 Attic Access 22"x30" minimum access where attic clear heightexceeds 30" (R807) New Single Family Residence The plans have been red lined and stamped for code compliance. Follow the stamped plans as building. Approval of plans does not constitute approval of variance from code Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments A3 Free text Larry Beesley : Building Open 5 F A3 Free text Larry Beesley : Building Open 5 F A3 Free text Larry Beesley : Building Open 5 F A4 Free text Larry Beesley : Building Open 6 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft. A4 Free text Larry Beesley : Building Open 6 Roof Ventilation as per R806 A4 Free text Larry Beesley : Building Open 6 Street NumberDisplayed on House A5 Free text Larry Beesley : Building Open 7 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft. A5 Free text Larry Beesley : Building Open 7 Minimum Frost Depth Ground Surface to Bottom of Footing36" A5 Free text Larry Beesley : Building Open 7 Roof Ventilation as per R806 A6 Free text Larry Beesley : Building Open 8 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" A6 Free text Larry Beesley : Building Open 8 Roof Ventilation as per R806 A6 Free text Larry Beesley : Building Open 8 S CO A6 Free text Larry Beesley : Building Open 8 The floor drains must be done according to the plumbingcode. A9 Free text Larry Beesley : Building Open 11 Roof Trusses (designed according to R802.10.1) 35 # Snow and90 mph winds (Local Conditions) A10 Free text Larry Beesley : Building Open 12 H1 clips E1 Free text Larry Beesley : Building Open 14 SD E1 Free text Larry Beesley : Building Open 14 SD E1 Free text Larry Beesley : Building Open 14 SD E1 Free text Larry Beesley : Building Open 14 SD E1 Free text Larry Beesley : Building Open 14 SD CO E1 Free text Larry Beesley : Building Open 14 SMOKE DETECTOR REQUIRED Site Plan Free text Alan Parkinson : P&Z Open 2 Dimensions needed on location of the house. Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 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 Medicine Bow G-1DWG. NO.: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 1300 Stone Dr Rexburg, ID 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-6SD-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 J ARED KIILLPACK PO BOX 2 285 LARAMIE, WY 82072 JARED@NEWPEAKCC.COM 56 . E -1 ELECTRICAL 146.14' N89° 46' 57"E 9 0 ' S 0 ° 1 3 ' 3 " E 146.1' S89° 46' 57"W 9 0 ' N 0 ° 1 4 ' 3 2 " W 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 E D R A I N A G E D R A I N A G E D R A I N A G E SCALE 1/8' = 1' - 0" PLOT PLAN DRAINAGE PROPERTY BOUNDARY UTILITY EASEMENT PROPERTY SETBACK POWER NATURAL GAS SEWER 4" WATER SERVICE X' - X X/X"SPOT ELEVATION DRAINAGE ARROW LEGEND 0' - 0" N GARAGE HOUSE SETBACK LINE Top of Foundation 2'-8" TO Garage FF 2' - 2" 130 LF Ideal 8+6+(130*12*.02)=45" Min 8+6+(130*12*.01)=29" 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 9 /2 0 2 0 1 /4 " = 1 '-0 " R S - 0 1 3 0 0 S t o n e S 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 M e d i c i n e B o w 3 C a r T a n d 1 3 0 0 S t o n e D r R e x b u r g , I D 8 3 4 4 0 C:/Users/JaredKillpack/New Peak CC/NP Homes - EID - Documents/02 RX/RX01300 STONE/02 Con/03.0 Drawings/03.02 CA/02 Building/20_0129 RX1300 Site Plan.layout © A L L P L A N S P R I N T E D O N 1 2 X 1 8 A R C H B A R E H A L F S C A L E D Dimensions needed on location of the house. 5' city sidewalks required No door here Joe K 3/25/19 RX01300 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 2'-8"2'-8" 4' - 6 " Follow the plumbing code for the floor drains. Add beam to tie walls together girder trusses HGAM 10 3' Landing required R311.3 Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) GORRIJGATED METAL. HEAD HEIGHT HINDOH l"IEl.L W 6'-8" A.F.F. LADDER ' L__) � 5'0" X 5'0" SUDER r---------------------------------.· .. FLOOR AT MAIN LEVEL FOR REFERl:NGE[ OUll.lNE OF GANTILEVERED r---------------------7 I I I I . . I I I I •.· ' . . . :· .. . · .. ·· HEAD HEIGHT r�ATED METAL.6'-8" A.F.F. = iaELL W / L__)"\ � 4'Q" X 4'Q" LEFT SUDER ',-------------------' 3a•-s· , , / 19'-6" 5'-3 1/2" 2'-4 1/2" 11'-4" ,, , ,, , , , , r-------------------------7 I I 5'Q" X 5'Q" I I 4'Q" X 4'Q" SLIDER I I SUDER I I ' • ' ' , . ' . . ' I' ,---------------------------------,:··:: ·: '·. •. • ..... -1 . ._.,. •,·,_. ·: ',•• ,---------------------------------• • : EGRE:55 .. 52' T1JB W ' 0 SHOHER HEAD . . [J:QsATH q -0" GEILING FAMILY HEl6HT ROOM 5'-0" X 10'-3" .·. § q•-o• GEILING � ·.· ... .... HElet!T 0 I J.• 181-6" X 14'-0" u 'b .;,, . I 'o,, I "' I . -'; I I .,,,, I . I HALL @ .... Gf'-011 CEILINe HElet!T I .. 3'-2' �DE I BEARIN6 BEAM ElEI..OH FLOOR JOISTS I ·. -m 711" -=-------"' --• N -------;o -N ------� -,� "' .... - D26 - '\' N EGRESS 6EDROOM NO. 5 'l'-011 Gl:ILIN6HEl6HT 10·-o· , 10•-3• t'\ §� ' " �- ' . ' .· ,. ' I -----, I I ' I. · ---r-OUTI.INE OF GANTILEVERED ,, R.OOR AT MAIN LEVEL FOR REFERl:NGE . I . -I I . I I I ·, I I ·� 1 2ii 1311 II II II II II II II II II II II II 411 511 II II II II II II II II II II 617 i'8 ii'9':110::l11 I II II II I II II II UF' To' MAIN LEVEL:1 111 '!I II 13i1141 I 12, 1511 CLOSET I I I II ··• I I I II 5'-3" , 2'-o· I I I II .I I I II 2'-0" I I I II · ..@� I I I II 2'-0" / OUll.lNE OF 5ARA6E HALLS AT MAIN LEVEL FOR REFERl:NGE cJ ,7 I I I I I I I I I I : L--7 ._ ___ _j . ,· . .•:'. ,· r-----7 L---7 I I I I I I I I ., .•,: ._.· .. '· .: .· .. -·-.:• ,' :-··._ < ., ._, '., .. , ..... _. ... ·' I I L _____ 7 L _______ _J SASE:ME:NT L.E:VE:L. f=L.OOR 22" x :54" DRAHING SCALE, 1/4"= l'-O" II" x 11" DRAHING SCALE, 1/8" = l'-0" TOTAL GROSS LJ\llNG AREA - 981 SQ. FT. TOTAL NET Ll\1NG AREA -872 SQ. FT. COLD STORAGE -84 SQ. FT. FL.AN !!, II II II :1 ::1 :: II I !, I II I •. ' 0(6) FORCED D'/-AIR .-_ ,' , .. ,',: .·· .·,_ ...... ,_,. -·.,-_ ,· •.. ·· . : .. GAS FURNACE i/ OPTIONAL. l .. ><4" PVC RADON -TANKLESS W.H. 5" e VENT w__;BEDROOM -811 CLEARANCE tD N0.6 -F.D.' MECHANICAL ROOM q•-o• GEILIN5 HEISHT 51-1011 X 91-811 61.0GK OUT FOUNDATION / HALL FOR 2" VENT INTO MEGHANIC-AL. ROOM FOR FRESH AIR INTO GOI.D STORAl;E _-:. WAlER � ct'-011 CEILING MElER s HElet!T I -. '· 0 • HATER MA a·-a· , 13'-s" -" ELEC •., .. PANEL • -·,. rr=-,.-@ ....;;. •-'--.......-',.,.--....,..;:......�.,..------r,-:,,.-� ,) � . ,v :,,) .. l I I COLD 5TORA5E 15' -8" X 51-Q• -: . ·. ,·:·: = ..... _.. :, : ,· ; ____ ,. I-·. . .. ,:-:-. '· .·.. '-.:'" _ ..,:' , .. -·:I I IA' I I I I I I � I I I I I I I I I I I I I I I I I I I I I I \' .·· r ''•; h.. - ,-----_J I L _______ J MARK DOOR SIZE LOC.ATION D1 3'-0" X 6'-8" DOUBLE CAR GARAGE D2 10'-o" X 10'-Q" SINGLE CAR GARAGE D3 2'-4" X 6'-8"PANTRY D4 2'-4" X 6'-8" HALF BATH D5 16'-Q" X 8'-Q" DOUBLE CAR GARAGE D6 3'-0" X 6'-8" GARAGE ENTRY D7 3'-Q" X 6'-8" BASEMENT STAIRS DB 6'-Q" X 6'-8" BREAKFAST NDOK D9 NOT USED D10 3'-Q" X 6'-8" FRONT ENTRY D11 (2)2'-6" X 6'-8"BEDROOM NO. 3 CLOSET D12 2'-4" X 6'-8"BATH D13 2'-8" X 6'-8" BEDROOM NO. 2 D14 2'-8" X 6'-8" BEDROOM NO. 3 D15 (2)3'-Q" X 6'-8"BEDROOM NO. 2 CLOSET D16 1'-6" X 6'-8" LINEN CLOSET D17 2'-8" X 6'-8" LAUNDRY ROOM D18 2'-8" X 6'-8" MASTER BEDROOM D19 3'-0" X 8'-Q" SITTING ROOM D20 2'-Q" X 6'-8" MASlER BA TH TOILET D21 (2)4'-o" x 8'-o"MASTER BATH D22 2'-6" X 6'-8" UNDER STAIR STORAGE D23 2'-4" X 6'-8"BATH D24 2'-0" X 6'-8" LINEN CLOSET D25 3'-o" X 6'-8" COLD STORAGE D26 (2)2'-6" X 6'-8"BEDROOM NO. 5 CLOSET D27 2'-8" X 6'-8" BEDROOM NO. 5 D28 2'-8" X 6'-8" BEDROOM NO. 6 D29 2'-8" X 6'-8" MECHANICAL ROOM D30 (2)2'-Q" X 6'-8"BEDROOM NO. 6 CLOSET ....._ �! 00 [ �1.4; �� :C • I • f- "' �{ Pi3 ""ii" _,, I I \__�ATED METAL. HINDOH l"IEl.L W LADDER 4" 1-EDeE FOR G0NC. PORGH GAf' �INe I I I I I I I I I I I I I I LJ c7 I I I I I I I I I I : L--7 L,_ ___ _j DOOR SCHEDULE HALL C.ONDITION DOOR FRAME 2x6 EXTERIOR PRE HUNG 2x6 OVERHEAD DOOR 2x4 INTERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x6 OVERHEAD DOOR 2x6 EXTERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x6 EXTERIOR PRE HUNG 2x6 EXTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 SAFE DOOR 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG EGREse FAMILY • �ROOM -"' q'-O" GEILING I HElet!T "in -18'-6" x 14'-0' • 0 I i:;; 14'-1 1/2" , I/ / , ElEARIN5 BEAM ElEI..OH R.OOR JOISTS -Bi -� ·-.,-·r::• � - (0 I I "in • ' ' I' 14'-1 1/2" , ,, / , • • ... ... I I 1,, 1,, ' ' • • • ID I "in ' 21'-6" / / / / r-----, L---7 I I I I I I I I I I L _____ IL _______ _J HOUSE LEVEL NOTES MAIN LEVEL IN SU LA TED DOOR MAIN LEVEL IN SU LA TED DOOR MAIN LEVEL MAIN LEVEL MAIN LEVEL IN SU LA TED DOOR MAIN LEVEL 1-3/4' SOLOD CORE DOOR W/ CLOSURE 20 MINUlE RAlEIMAIN LEVEL MAIN LEVEL FULL TEMPERED GLASS DOOR MAIN LEVEL INSULATED ENTRY DOOR UPPER LEVEL DOUBLE SLIDING DOORS UPPER LEVEL UPPER LEVEL UPPER LEVEL UPPER LEVEL DOUBLE SLIDING DOORS UPPER LEVEL UPPER LEVEL UPPER LEVEL UPPER LEVEL SLIDING DOOR UPPER LEVEL UPPER LEVEL DOUBLE SLIDING DOORS BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL SAFE DOOR -VERIFY DIMENSIONS BASEMENT LEVEL DOUBLE SLIDING DOORS BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL BASEMENT LEVEL DOUBLE SLIDING DOORS 5211 TUB I-IV :a O SHOJfER HEAD "'' N [J:QsATH • ;o 0 q -0" GEILING I N "HElet!T -5'-0" x 10'-3" �... E6RE55 6EDROOM N0.5 'l'-011 Gl:ILIN5HElet!T 10·-o· , 10•-3• • ' • � - I ix, • .0 � � • �, � -. � .... "' I , ;., ' . ' I' ' •� "' I ;., 1 I 2, I 3 I II I II I II I II I II I II I II ' ' 13'-2 3/4" • N . ' ,,, ' 4 i' 5 ii' 6 Ir: 1819 :l1oii'11ii'12ii I II II I I II II II I II II I I II II II : !!1 UP rO MAIN Leva. !!1 :: I ::1 :: ! I I !I !, !!, II " ::1 II II II II ::1 II II ;;1 " 0 (6) - 131 14 I I I I I I I TAN KLESS - , , 15ii1 II II II II II II !!, FORCED AIR GAS FURNACE .:�:/·:><::_/·�--7'-4 1/2" W.H. ,-, ® -F.D.WAlERMETER-HATER MAIN -ELEC PANEL- :,/ 7'-o· , I I I I I 38'-6" ,-----_J L _______ � • ' 4'-6 1/2" 6'-3 3/4" '<"" I' 6'-3 3/4" • � / -2'-0" "' �,'s-� 2'-0" " ' � BEDROOM N0.6 q•-o• GEILINe HEl6HT • "T 8'-8" X 13'-6•� '),,'-0' • ' C.OLD STORAGE 15•-a· , 5•-0· 10·-o· , , -- 7'-11 1/2" I/ , 17'-0" ------, • �-"' I "in- ----- ' "• / �-, "' I � ;., • • I ' ' b • ,,, / "T , " ' • 0 . I 'b i ';t-ffi • XO N 'b� ...... -.... 0 "T .... - • ' • • • ID I "in • xi �-1 -" ' I I'' o·-/4" b/ , , / /, / / SASE:ME:NT L.E:VE:L. DIME:NSION f=L.OOR FL.AN 22" x :54" DRAHING SCALE, 1/4"= l'-O" II" x 11" DRAWING SCALE, 1/8" = l'-O" o· ,. 2· 3' 4• 5• 6" 7' 8" g• 10·I'll •• .,. ·--I I I I I I 22" x :54" DRAWING SCALE, 1/4"= 11-011 II" x 11" DRAHING SCALE: 1/8"= l'-0" PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: BASEMENT LEVEL FLOOR PLAN CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440CELL, (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A2 DATE 11 �ARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 D11 (2)2'-6" 6'-8"BEDROOM NO. 3 CLOSET D12 X BATH D13 2'-8" X 6'-8" BEDROOM NO. 2 D14 2'-8" X 6'-8" BEDROOM NO. 3 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG 2x4 INlERIOR PRE HUNG 2x4 INTERIOR PRE HUNG UPPER LEVEL DOUBLE SLIDING DOORS UPPER LEVEL UPPER LEVEL UPPER LEVEL 2 2 3 9 0 21 2 REAKFAST NDO FRONT ENTRY OOM NO. 3 CL MAIN LEVEL MAIN LEVEL MAIN LEVEL SD CO SD SD F Move bathtub to 3'-6" from cabinets and rotate faucet to side of Tub between cabinets and tub 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 F F F Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) REAR E:XTERIOR E:LE:VATION 22" x 34" DRAV'IINe SC.ALE, 1/4"= l'-O" II" x 11" DRAV'IINe SC.ALE, 1/8"= l'-O" --�,I ,, \II .n, 1 1 I !',I ,,11 ,I _,,1111 111 I,, 1,11 1111 11 111,111, 1i' 1'1 I 11 '1 1 1111 I, 1111 11 111 ,11 1 1"1 1 I '1"111 I 1111 11 11 1 ,111 I ,,, 'I'" I ,,, 1 11,, I I' ,11 I 1 ,1 ,, I' I 1111 I I lj' II I ,111 I I ,,,1,ii 1i',1 I 1 11 ,I 11 111'11 "II I ,,, '11, I 1 ,1 ,, 11 I 111' 1 I '" ,,I 111 1 I II ,11 ','I 11',1 I ,II ,I ',I I I I 111 I I 1111 I "'"' 11 I 1 11 ,, 11' I 1111' I 1,1 ,,I 1111 I 11 ,11 I I 1, 1,1 I I ',II 1,1 I I I II I I 11 I I I Ii' I 11' 1 I ,,,,Ii' 'I 11,1" I ' I ,111 I ,,, ,, I I ' ,,, ' ,11 1 I ,,, 11 I I ,, ' 1111 I ,,, FINISH 51'!ADE I 11,11 1H1,1 I I' 11 I I I I ,I Ii' 1,1111 ''II ,111, 11 I 111 II' 111 II 1 111 111 ,1 I l Ill' 111 ,, ,11 1 I !'1,1 I I 1 ,I ' 1,1 111 ,'1111 I "I ' I 1111 ',, I 1,111' 111 1 I 11' 111 I �,,, I 1111 11 I I \11111 '' II II II ,-II I II 111 ,11 ii 11', 11111,1 1 1,1� 11 I 111 11 I 'I I L _J 11 11 111l1l l1l1111l1l1111l1II 1111111 1111111111 1111111 111111 - 111 11 111 11111111 1111111111 111111 1 '1 11',','1 1 11111 1,111'1,11 1,1111 1,11','1111i l'i ','ll ''lll1'11''�'11 1,111,111 1111,ll,l'i ''ll,11 1'' 11 'l1i'l,1' 11 I 11 11 ,111i l I 11 ,11 111111 11111 111 I 11111 1 1111 ,11i' I I lli'1'1 I 11 1111 'i',lli'lil I 1 111111 li'1'1illl 1111,�...-11 .I 1,l,11:11,1.111,l,1 '1,', 11�--- 111 1111 111 1111111 II III 11 1111 I 11 II 11 ' n m I m n II II ''I :, 1:1 \11 I 111 11 1111 ,, 1:1 II I 111 11 1111 II ' i --r. i -U I l��I 1111 ' �--,-c I II j -= I 111 :1 I 1111 l ''HII HI H�II H�IH �IHIHIHIH�I- �IHHIHI-IHI- HI� II lffiLlf Jllfll �Jllfll �urill�Ulf l_ITTUlf JllfWT 11)1 �---fTllm_llfU_ 7r-1lfw7wlfw7 1111,1 I ,,,,1 1,1 111 ,III� 11 I ,11 ii ,, I ' I 1 111 11 ... W7 I I I I 111 11 I I I I I I I I -I i',1 1, 11 1 ',I 11'' I 11 111 1 1 Ill I 111',I II ,,11'1,I '1 ,'1111 " 11,�,11 ' I rl n n I 111 II /I'.. 111 IIID c'. J--J, ·F �. _,_ 111 II � ---l===!;:::;;; -- -ATTI� VENT TO 6E !<OJ.LED l'!IDeeVENT INSTAL.l.ED PEI'! MANIA"�TUl'!El'!5l<EC,OMMl:NDATION5 1111 ,11 I I 11 111 I I I 1111 ,1 11 I ,11 I I 11111 I 11 ,1 I I I I 1111 11111 I 11 11 111 I I I 111111 1 I I 11111 I 11 11 11 I'II I I' i'l,11' l i',111 ,,Ii' ,','II..,.,,,, I ---.il1 1' i',1 ,,11 1,1 I I 1111 ,11 I I 11 11 111 I 1 1 ,1 1 ,1 I 11 ,1 ii I'II 11 1 1 i'l,11' l i',111, -� 1 ,11 l,1 I I1111111 I I 1111 ,-'"�-ia' :,;:"-I ·1,1 11''1�....... '� □ 1..1- l ' _l W9 I ... 1','III '1''1 1, 1' 1 11 1' 11',I I 1 11,1 I I 1,1.._ I 1111 ,1 I 11 I ,11 I 11 11 111 I 11 ,1 11 I I I I I ,1 I I 1'11 I I I I 'i' 'I I I I I 11 I I I I Ii' ii I i'1I1'1 11 I I I I I I '1,'11 I I I I .I ,,1,1 1':1 1 l,I I I 1,' I .--1 1 i'l,1 I 111 111 I 'l,1I 1,i',1 1111 111 11 I 11 ,,11 ,I 1111 1''1 1 I '1''111 I, I'" ','I 1i',1 1111 11 111 111 1 I,, 111 1 1 11 I ,II ,1 , ,11 I I 1'i' '1111 I 'lll1i'I I I, ',II '",,, '1''1 11 111 1 1111 I I Iii II I 1111 I 111 11 I I I 1111 I I ,, ' I ,,, I i'l,1 I I I ,I i' 1, 1,11 '1 ;1111 '"I llll,I I '" Ii' ,1111 ,II I 1 'i',,I ,, .....FRONT ' 111111 I ,,, I ,1, I 11 I II 11'' 111 1111• 1111 11 I 111 11 " I ' I I Ill 11 ,, I 111 I E:XTERIOR E:LE:VATION I I I I I 'l l 1'i,1 11 I ,11 ii ''1_111 11 11 I 1111 11 111i'1i1 11 I 111lil 1lli'1,1 111 111 I ,,,,, I I ,I 11 11 ,11 I,, '11 11 I 11 1i'i11111 I I' 11 I i1 1 i' ii Iii' 111 I ii I I' i'1,1 I i' 1 1 i' ,I 1111 111 11 1 11 ,,11 ,1 ,' I 1 111'·1 11 I " I ,,, ·:1 11',1 1 ,II ,1 I 1' , ,I I I I 1' '11 11 I 1' '1111 I I I 1,11 l1P 11 11 1,111 I ,,, I 1 ,1 ,, 111 I 1111' 1,1 ,, I I I ii I I 'I I 11 11 I 'I I I I ,I '1 11 I ;1 Ii' ii I i'1 I 11 I I 11 1' 'II I I 1111 I 111 11 11 11 I 1111 I 1111 11 I 1 11 Iii 11' I 11 I 11 111 11 i1 I ii I 1i"l1I I I I 'i' 1111 11 1' I I I 11 I ' I 111 Ii' ii 11 i11 11 I 1111 1 I I I 11111 I 1111 I 11 11 11 11 11 I 1111 1 I 11 1111 11 I 1 11 Iii 11' 111 11111 I 11 111 11 1 1 I ,I 1i' 111 I I I '1' 1111 I I, I I I i'1,1 ' I 11 Ii' ,I I 11 ,I l,I 1111 I I I 11111 I 1,11 111111 11 11 1 11111 I 11 111 I I 1 11 11 111 I I 11111 I I 11111 11 I ,111 I ,,, 'I I 1111 I II 1i'I ''11 I 11 I 1111 11 I 111i1i'I '11 I 11 I 11111 I I ·,1111 1,1 1' ,,11 I I 'I ' II ' ,,, I I illl" ' I I i'1 1 I 1 11 ,,, I I' "I I I I'111111 ii' I I I 1 11' I I I I i1H1 11 I i1 I I I I 111 I 11 I I I I I 11 I Iii' I I I 11 i'1,1 I, 11 11 1 I 11111111 I 11 11' I 111 111 I111 11 I I I I I 1111 I I 11 '' I ,,IHl,1 I I I ,I ' l,1 I '1 ,'1111 11 '·1 II l,1 1 ,,, I I di 1 ,II I I '1',,I I ' ,111 I ,,, I 1111 ',, I 1, 11 1' 111 ,, ,111 11 I ,11 ii ,, I ' I 1 111 11 11 I 111 , , 111 11 11111 I 11 11 ii 1 11 I 11 I 11 ;11 1 I 1 ''I I 11 11 I I '1 11 I I I I 11 I I I i ' I I I I I 1i' I I I 11 1111 ill 111111 I 1111 ii' 11 I 1 1 ii' 1 1111 11 1111 11 I 111111 I' 11111 I 11' I 1 11' 11 11111 111 I I 1 11 I i'11 I 1 111H1 11 I 11 11 ii I 1i'11l1 1i'1 11I11111111 I 1 '111 'i" 1111 11 I I I 11 111 I 11 I 11 111 I 11 I I I 11 11' 11 1 1 I 11 I I Iii' 111 I I I 11, 111 I 11 I I I 111 I ii 111 I 'I I i'I i' 1H1,1 I I I ,I Ii' 111 i'1,1 111 11111 I 11 I 11 i'I '1 I I 11 11,1 II 111111 I 111 I I ,1, I 11 1 1 Ill I 1111 111 1 I pl 111 I 1 1 I I 111 11 i'1 11 I Ii' 11 I Ii' 11 I I I i 111 I I I 1i' 11111 11 I' I I I ii I 11 I I I 11 I I I I I 11, 111 i'1,1 Ii' I I i' ,1 I I I 1 1 I I Ii' 111 11 1 II I I ' I 1 111 11 11 I 111 I ''l l1'l ,1 1'l,1 I i' 1, i' ,I ,,11 ,I 1''11 I I '1''1 11 1, ,, 11'1,1 '','1 111,I I 111 ,I 11 ,·111 I 11'1''1111 I '111111 ,, I I ',II ,,,, I 1,1 I '1''11 ,, ' I I ,, ,,i' I 111,1 I I 1,I i' 11 I l,1 I '1 ,'1111 I I ''I 11 11' 11'1,1 1 1'l,1 ,' I 1 ,1111 ,II I I 'i',,I I '' ' /2 /111111 11 I 11 I FINISHGl'!ADE "' Ii" Ii" 11-111 11·1-1 11 1 11-1 110-Tr ::;ITT=,= ll=, = ll=n-"-111=1 =11 =1 =11-I -IH S-ll=L=u _IU a=1 =1,�E1=� rn � � � � � � � � � � � >---------------------------H--- ___..U 1111' 11111 I ._ I 11 111 I I I 11 ,11111 11, � � � � � �' � 't � � � � -- W15 � Ill 1-f---- ---- ---- ---- - - ' I I I 12 -:------:::J 4--- ' ___!l -l..L 22" X II" x I FINISH 5l'!ADE _!-LJ_-!..!.._ _ 54" DRAV'IINe SC.ALE, 1/4"= l'-O" 1" DRAV'IINe SC.ALE, 1/8"= l'-O" .,._ FINISH 5l'!ADE iA"PEI'! LEVEL TOP PLAll:---------- � i "' iJFPEI< LEVEL FINISH FWOI'! ----------MAIN LEVEL TOP PLAll:---------- • - i "' _MA_IN _L.EVa_F_INl�_FWOI'! __ -------',-- TOP OF FOOTIN5S ----------AT 6Al'!A6E i-lALL!'> b I ;, 0 "' -----------------',-- � � I � � � � z r r < z e � � < PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: FRONT AND REAR EXTERIOR ELEVATIONS CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A4 DATE 11 MARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 Roof Ventilation as per R806 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Street Number Displayed on House - •-,, _j RIISHT SIDE: E:XTE:RIOR E:L.E:VATION 22" x :54" DRAWING SC.ALE, 1/4"= l'-0" 11" x 11" DRAWING SC.ALE, 1/8"= 1'-0" - l/{111 111,�11/ 11,l_il)1·'1j ,iii I' I .//)) 111,t,, 1i1J1 II '=i::: -.....---..,c � �� .1'_ - _c -· A11'1,1 1 ,11 I ,11 11 I 11 1 ,1 ,,,,' /1,, 1','I 1i'l,1 I ,II I 12 -i 111lil 111 I I 11 1 ' 1,1,' sv � 11,'.'ll,1 ,,,., '.'I 11,1 I .11 I ,,/'- -✓--✓ ... -✓--✓ ... � ,-1ll1P 1i' ·1111 I I I 1'i'1 1 1111 I I 1111 111 1 °'1 111 I 1,1 I 111 11 1'11, I ,1,1 I I ' ' ' ' I I I ii ' ' I 1111 I I ,1 I 1111 1 ,,, !'l,1 I I ' ,I I , ii I I I I '11 ,'I I ',' 11 11,1 ' ' I 1111 I I ,1 I 1111 1 I' 111 ............... �..,, '1 I 11 I I I 1111 ;i I I '1 I 11 I ·1,1, I I 11 Iii' ,11 I 1 ,11I 1, I 'I 11 I Ii' I I ,1111 I ,11'I OPTION.AL I0'-011 GO\IERfD -II, i'11 I 1 1111 1 I 11 '11111 1','11 I I I 1 i'111l11i'11111ll11 111I 11"11 11 l1i'1'11111 111 1./.1111111'1111 11111 i'11 1l1i' 11 11111 1'1111 1 i' 111111 11 1i'1 11l1 111i'11l11 11 I I I I 11111 I 1i' 11 I PATIO EXTENSION -ATTIC-VENT TO 6E l<OL.LED RIDGEVENT INSTALLED PER MAtl.JFAc-�REWMMENDATION5 I I I I .-.i1 1I 1111 111 11 I 11 I 11 111' 1 1 111111 I 111111 1111 1 I I 1111 11 Jl"I 1 11 11 I I 1111 I I 11 I 111 I 11 11 111 111111 111 11 I I I 1 1 'I I i,_ 1 I I 1 1 ,1 I 1 11,,q ......,.1 I 1111 11 '11,'11111,1 1111 111 1 I 1111 11 111:1111111 ' FINISH GRADE " ," �I I 1;�1 I I i=Jlifll 11-111lli1lli11lli1llfjj-i 1'= 1=111=111=111=11 = Fl' -11 =;�jjjlljjj:::1jflli'.'.� 1II:m=1TrIII-�ell= 1=111=1111rrlli7!1mdr1 " ' I I I I I I I I ',, I ,1111 ,I ' "" ' "''I 11 11111 111 I I 111 1 1111 11 I i' ,I I I i' I i' ,1 I I I ,'1111 I I i' ,'II I I 11 11 ii 1 111 I 111 111 1 11 11 11 Ii ii I 111 Iii ill 11 ;1111 I I '11,'II 11 ' ' '' ' " 1----------l a] 1-----------l WIO W11 E==============================,���R= f-----------l -- W3 ' '' ,,, ' 'I 11 1 1 111 11 I I 111 11 '11 '1 ' I i'l,1 11 ',,,, I ,1 1 1 111 ii I I 111 11 111'1 ,,, I ilil ' I iii ' ' ' � ' ' ' 111 111 11111 111 1111 111 I 1 1 111111 1 1 11 I ii 111 I ii I 1111 11 I 1 1111 11 I 11 111111 111 111111 I 11 I I ii 1111 1 1 111111 I 1111 11111 I I 111111 I I I I ii 111 11 i'1l1 I I 1 i'11l1I I I 111111 111111 I I 11 1i'11 1 I 11 i1l1i'1111111 i11 I 11i'1l1I 11 I 1i'11IH1 11111 I 1111I111111i'111111 i11 1I1 i'1l1l111 I 11111 I 11i'1 li'11 1 I 111 1i'111l 1 11H 11 I 11 111 111 11111 111 1111 111 I 1 1 111111 11 11111 111 111I111111 I 1 1111 11 I 11 111111 111 111111 I 11 I 111 1111 11 111111 I 1111 11111 I I 111111 I I I 111 111 11 11 ii'1l1l 1 1111 1111 I I I il,I 11 1111)1,1 111 111 I l1 i'1l1l1 lli'1IH1 1111 /1,1i'111il,111 11 I ii'1l1111 1I 11111 l1 i'11i1,1 11 1i1,1 I 1 i,1 II 1,, I , 11 I 111 1111 111 I 1 1 1111 11 11 11 ' 11I111111 I 1 1111 11 I 11 1111 11 111 11 I 11 1 ,1 1,1,' 111111 I 11 11 111 I I I 111 11 I' ' ,1 ' I 1111 I 1 11111 11111 111 I I I 11111 I 111 I I 111111 11111 111 111 I I 11 I ii' 11 1 1 1,1 ' 11 I 1111 1 ,,, ,,, I i' ,,1 I '' 'I 11 1 1,'II I ,,,, I ,II 11,1 '1 ,,11 I '11 '11 I I 1 i' ,'111 I I ,,,,,, 11,'I 1i'l,1 ' ,II I I i' ,111 1 1 1 11 ,'111 I 1 i' I 11,1 1 1i'l,1 '' ,I I ,111 I I ','I I 111 11 1 1 II ' I ' ,1," ' '11 I ' I 111 111 1 111 I 11 I I 11 'I 11 , 1;11 I '' ' 1111 11 'ilil ' 11 ii '," ' ' 11I111111 I 11111 11 I 11 ilil i i 11 I 1111'11 11 I '11 :1H1 ' '' ' 1111 il '" /1,1 ' 111 11 I 11 1 ,1 1,,,' 11 ,'l 1ilil I Ill I ' ' '' 1 I Iii' I 1111 111 I I I 111 11 ,' I 111 1' ,'111 I '' ' 11 i' I ili1' I I , ,1 ' I 1,1 ' ,1 I 1111 1 I' 111 I 1ili1 Ii ii 1 111 I 1 1'','I I '11 11 1 1 ' ' '' ' f-- - I I I ' I I OPTIONAL 10'-0" c;oVEREDPATIO EXTENSION r====1..t:::======================================:::1.t========tt::::::::=======LI�� -FINISH GRADE 11 11 111111'..!'I I' 1111'',17' 11 11 ,11 11 I I I I l"lt,,,,.,_111 I' I 111111 I '1 I 111 II II I 11 111 I 11 I I I I I I Iii' I II i'11 11 I 1H111 I 11 11111 1 I 1i' I 11 1111 ,111i1 I I 111 I 1111 I I 1 1 11' ,1 I .,., I I i'I 11 I 1H1,1 1, ,' '11 I I Ii' I 1 1, I 1,1 ,111 I 11 11 ,11 11 I I I I I 1111 I I 11 1 1 11111,1 1, I I I I Ii' ,I I I I I 11'1 I I ,1 I I I 11 Ii' i' 1 II I I I I I Ii' ,,I I II I I 1111 I 'i' 1 1 j Ame; VENT To ee ROL.LED RIDGE VENT INSTALLED PER MANIJFAc-� RECOMMENDATIONS i'11 I I ,111 ,,,1,1 1 ,,,,,'1��,, ,,·,, ',,,,,, ' I i'11l1 11H11111 111 I 1 1 1i'11l1l111 1 11li'11 11i1H1i1 1 111i'i111i'i{;1I I 1l1l 111i1ll 1l1 1 1 11ll11 111 �lll 111l1l 1l 1i1ll1l1 1l1l 1ll11� I i i 11 111 1,1 II 11 1ll i' I 1 1 lli'1l1 I I I ,l,i__ 11 l1 H1,1 I I i,1 I i' 11 1 ,1111 111 1 1 ....._11 11 111 11 I I I I 1111 1 I 11 1 II I I I 111 I 11 1 1 11111 --._1111 '' 1111 ' I I 1 11 111 1111 11 11"111,,. ii 1 1 '11 1,1 11 ' I I 1 i' ,I I I I 1 i' ,,1 I I i 1 ,, 1 1,lll1i'l,1 w i,,l 1 ,1 I '1 ,'II I "I 11 111,'1111�1111 111 ii I I I I Ill' 1 I ,1 i i 1 1 111 1i1 ' I II 11111 ' ' I II I I 111 I '11 I ' 1 11 111 I 11 I I i 1 '' 1 1 1111 il 11 11 11 '' ' ' iii i I lll1ilil I iii ' ' ' ' □□ ODD DD ~ ' 1 1 I I '1 111 ' I 111 111 1 l!li 1 I --•1·1 ii i i' ,'I 11 ilil '' 111 ii ' ' ---=- -.. � DRIVEl>IAY ' ' I I I I 1-· 11; ;111-11 �I I L.E:f=T SIDE: E:XTE:RIOR E:L.E:VATION 22" x :54" DRA!rllN5 SC.ALE, 1/4"= I '-0" II" x 11" DRAWING SCALE, 1/8"= 1'-0" ' " I -11--, PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: LEFT SIDE & RIGHT SIDE EXTERIOR ELEVATIONS CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440 CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER AS DATE 11 MARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Roof Ventilation as per R806 Minimum Frost Depth Ground Surface to Bottom of Footing 36" • "' 13•-e· 38'-6" '/ / / / / 5•-s· 21·-o· s'-o· ,, / I/ / / / / CFl CFl ' ' ! ----------------------------:--------------------1----------------------------------------------------------------------�-----�7 ' ' -a,�,_,,-,-------+,··:., .. · '•:.··. ••;·:_.·· -·· .... ··c.w1-:.·· ·..1' , ... • •• -. ·.I--·· _______ I CW1 .-1 ---·----1··. ... : . .-.. ·· .. · +----~,--+,, • 0 * • "' I .;: u / / / . . . ' . . . . ' ··•.··• . !i: .<) ,. ', . ·• . . . .. . . . ;..;;. I\ - I/ I/ I/ ,------------------------------, ,---------------------------------------------------------------------------------------------7 SINSLECAR j 4'�5!.AB j51.0PE CONG. FLOOR TO DRAIN TO 5Afl>ISE DOOR 6LOGK OUT FOUNDATION HALL FOR MAN DOOR 16' DEEP 61-0� OUT In I ,, ;.., • 0 I 1'i • I "' , 6LOGK OUT FOUNDATION HALL +-i-----"�"" DEEP FOR OVERHEAD DOOR 6'-9"/ / "' .... I . I·. I ·•.· .·· .;: :3;, u u,.// .... ': '· ' .. 'r,c-,+-t ,+ •. Iii 6LOGK OUT FOUNDATION HALL FOR 5'-0" x 5'-0" HINDOH UNIT -VERIFY RO. HEAD HEl5HT -6'-&' A.F.F. C,ONC,. HEADER -SEE DETAILS THIS SHEET 14'-3 1/4" t1• WIDE x 12• DEEP 6EAM POGKET IN FOI.NDATION HALL---7 CF2 I I ' r---1 I I : I' i I I I I r----� �-r-.· I � : I .-.- I : co b I CF2 BASEMENT LEVEL 4" GQNCRcJl: SLAB 13'-1" 6LOGK OUT FOI.NDATION �FOR 41-0• x 4'-0"HINDOH UNIT -VERIFYRO. HEAD HEl5HT -f>'�"A.FF.CONc.. HEADER - SEE DETAILS THIS SHEET 11'-1 3/4" 4'-6 1/2" ,. I I I ., I I ,, ' . I/ / ; ' ---, CF1 CFl I r------------------------------�·----------------------,· I L--------------------------------------------------------7 .>-,-J 10'-1 3/4" I ;"�-----------+-+--..'' I CFl /I / L----------------------------------7 I in I I • ''k-------+-'-t'-;::::================� II I : ....,L_-_-.,.-.,.---,..---_-,-:-�-�-.,.---.,.--�.,.- '."'r"-.,.- .,.�a;; ... !-'!'.··,.'-,...,...-.,..-----.,.---.,.-,...-,.J--..,._1,...,...,...,......,...,,...,......,...,,...,...,...,...,...,...,...,..., , , .. :··· ,· CWl.'-.. ·.'.'.-··\ .. · I\. • .. · .· . _ _. ....... :._ · · . .-.·.· .. , :·-· .. :. ·,. , .. :.·.: _____________ J . � I I I I • 0 1'i .;: u -",,�--+,-r,_�_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_._.,._-_...,_ .. ,:: __ ,,�---_-_-_-_-_ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-______ ,-,1/ CFl Ji'' 6LOGK OUT FOUNDATION �FOR 41-0• x 4'-0"HINDOH UNIT -VERIFYR.O. HEAD HEleHT -6'-6"A.FF.f---,--11 I �'----'+i I RADON MIT15ATION -OPTIONAL 4' PERFORATI:c> TU6E IN A SOGK RAN l.tlDER eASEMENT SLA6 6URIED IN SRAVEL. RADON PIPE HILL EXTEND VERTl�ALL Y AND TERMINATE THROU5H THE ROOF. DOUSLE CAR 6ARASE j j ··-� SLOPE CONG. FLOOR TO DRAIN TO 5ARA5EOOOR A UNIFORM LAYER OF CLEAN A55RE5ATE, A MINIMUM OF 4" THI�. THE A55RE5ATE SHALL �IST OF MATERIAL THAT HILL PASS THROU5H A 2' SIEVE AND BE RETAINED 6Y A 1/4" SIEVE 6LOGK OUT FOUNDATION � r0R 5'-0" X 6'-6•DOOR INTO VAULT ROOMCONc.. HEADER -SEE DETAILS THIS SHEET PROVIDE 4' x 4' 6LOGKIN5 AT INTERIOR SIDI: OF THE �NER OF THE 5ARA5E DOORS / 11'-1" I/ 11"-1" / 22·-2· / / 52'-o" f---+-J • .;: u ' 38'-6" I· t CONc.. HEADER - SEE DETAILS THIS SHEET u 4•_4• / ; '/ / / I ,----------------\--1 ···-611 MINIMUM CONCRETE � I ·. THICKNESS HITH REeAR AT 60TTOM HITH 1-1/2' COVER I· RE6AR TO 6E t4 AT 12' o/G EAC-HHA'T' CF1 ATTAaf POSTS TO CO�. PORCH SLA6 HITH SIMPSON A6H44Z POST 6ASE -TYP. AT FRONT PORCH I/ / 16'-4· / FOOTIN5 AND FOUNDATION Fl.AN 22" x 54" DRAWIN6 SCALE, 1/4"= l'-O" II" x 11" DRAi'IIN6 SCALE, 1/t;" = 1'-0" I I ,. ' - _J / / I/ / • "'I I in • "' I � • "' I HOLDOV'!N SCHEDULE MODEL HOLDOl'IN ANCHOR MINIMUM MINIMUM FASTENERS MARK NUMBER TYPE BOLT EMBEDMENT COLUMN TO COLUMN REMARKS/OPTION DIAMETER IN CONCRETE SIZE STI,D14 STI,D14 -14"2-2x 38-16dNAILSSTHDlORJ STHDlORJ -10" 2-2x 28-16dNAILSMSTC40 MSTC40 2-2x 20-16dNAILS CONCRETE FOOTING SCHEDULE DEPTH 'MDTI, REINFORCEMENT MARK LENGTH LONGITUDINAL TRANSVERSE CF1 10" 1'-8" CONTIN. (3) /J4 BARS CONTINUOUS -BOTTOMCF2 12" 3'-0 .. 3'-0" (5)#4 BARS CONTINUOUS -BOTTOM CONCRETE WALL SCHEDULE MARK 'MDTI, REINFORCEMENT REMARKS HORIZONTAL VERTICAL CW1 8" #4 AT 18" o/c /14 AT 18" o/c CENTER VERTICAL REINF. IN WALL CW2 12· #4 AT 18" o/c #4 AT 18" o/c CENTER VERTICAL REINF. IN WALL •1-1/2" CLEAR � 1-1/2" CLEAR CONCRETE HEADER QPrlQNAL c.oNC.RETE HEADER O' 1' 2' 3' 4' 5' s· 1· a· g• 10· � --.. --I I I I I I 22" x 54" DRAi'IIN6 SCALE, 1/4"= l'-O" II" x 11" DRAi'IIN6 SCALE, I/t;"= l'-O" PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: FOOTING AND FOUNDATION PLAN CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEDNE.NET OFFICE: (108) 541-0440 CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A& DATE 11 MARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 The floor drains must be done according to the plumbing code. Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" S CO Roof Ventilation as per R806 SIN51..E C.AR GARA6E r A , I KITC.HEN PANTRY HALF 6ATH 2'-4" DOU6L.E C.AR GARA6E BREAKFAST NOOK FAMILY ROOM II II II II II II II u--------- I I II c.ovERED PORCH LIVIN5 ROOM /4 TYPlc;AL ALL i'IALLS AT �UPPER LEVEL UNL6S NO'TcD OTHER/sl5E � r TYPlc;AL ALL HALLS AT MAIN LEVEL l,l,ILESS NOTED OTHERWl5E r--------------------h--------------------7 fg � ------------------�---------------- I • Bi'-0" / I I / I • I / / / / / / I / \ / / / '; 10·-o· x 10·-o· OVERHEAD GARAGE DOOR ; / / / / / 16'-o" x e·-o· OVERHEAD GARAGE DOOR 7. SHEARWALL TYPE SCHEDULE liQIES;_ 1.SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.2.FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (o.c.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 1 O" 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) PERSUPPUEMENTAL INSTIRUCTIONS.4.A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PR0\1DE (1) ANCHOR BOLTMINIMUM \\1THIN 9" OF EACH END PIECE. 5.PR0\1DE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTIERIOR WALL. UNLESS NOTIED OTHER\\1SE(U.N.O.), LAP SPLICE TOP PLATIE A MINIMUM 4'-0" 111TH 16d NAILS STAGGERED AT 2• ON CENTIER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.) 6.PR0\1DE FULL HEIGHT DOUBLE STIJDS AT ENDS OF SHEARWALILS UNLESS NOTIED OTHER\\1SE ON PLANS OR DETAILS. 7.BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES. MARK SHEATHING MATIERIAL EDGE NAILING FIEUD NAILING BOTTOM PLATE ATTACHMENT CONCRETIE: ½"¢ A.B. W/ ¼"x2"x2" w PLA TIE WASHERS AT 36" O.C. �e APA RATED SHEATHING Bd COMMON Bd COMMON CONCRETE: %"¢ A.B. W/ ¼"x2"x2" (BLOCKED) AT 6" 0.C. AT 12" 0.C. PLA TIE 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. �e APA RATED SHEATHING Bd COMMON Bd 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 ½e APA RATED SHEATHING SEE PORTAL SEE PORTAL (1) %" DIA. MINIMUM 111TH (BLOCKED) ONE SIDE OF WALL FRAME FRAME ¼" x 2" x 2" PLA TIE WASHERS DETAIL DETAIL MAIN / UFFE:R LE:VE:L SHE:AR �LL $ HOLDO!A!N f=LOOR FLANS 12 5 22" x :34" DRAWING SC.ALE, 1/4"= 1'-0" II" x 11" Dl<.AWING SC.ALE, 1/f>" = l'-0" KEYNOTES: 1.,i, APA RATED SHEATHING 2.DBL 2x TOP PLATIE 3.8d NAILING AT 3" GRID ONBEAM AS SH0\\1N4.WOOD HEADER PER PLAN (MIN3"x11¼") 5.STRAP TRIMMER TO JACK-STUDWITH MSTC52 (OPPOSITESHEATHING16.2x WOOD FRAMING 7.MIN 2"x4" FRAMING W/ MIN 'lf,"WOOD SHEATHING W/ Bd NAILSAT 3" 0.C. ALL FRAMINGB.2x BLOCKING AT PANELSPLICES WITHIN MIDDLE 24" OFPORTAL HEIGHT. 1 ROW OF BdNAILS AT 3" 0.C. EACH PANELEDGE9.TRIMMER(S) AND KING STUD(S)PER PLAN10.HOLD0\\1N (EMBEDDED INCONCRETIE AND NAILED TOFRAMING111.(2) 2x SOLE PLATE W/ (1) %"�ANCHOR BOLT 12.2 ROWS OF 16d NAILS AT 3"o.c. 13.CONCRETE WALL 14.FLOOR FRAMING, SEE PLAN 15.CONT 2x PT SOLE PLATE :c ...J ...J ...J :c g X X < < " " "' 0 � BEDROOM N0.:2 6ATH 2'-4" BEDROOM N0.:3 r-------------------------7 I r-----------------------7 I I I I I I I I I I I I I LAUNDRY ROOM HALL 4'-0" 2'-8" .. D //-------< MASTt:R C.L05ET MASTt:R BEDROOM EXTENT OF HEADER W/ DOUBLE PORTAL FRAMES (2 BRACED WALL PANELS) EXTENT OF HEADER W/ SINGLIE PORTAL FRAME (1 BRACED WALL PANELS) cr/ 2' TO 1 B' ROUGH WIDTH OF OPENING FOR SINGLIE OR DOUBLIE PORTAL FORT AL f=RAME: DE:T AIL NOT TO SC.ALE 9 ' I I I I I I u ' / / / ' ' ' 2 5 10 4'-0" / / / / / ' ' ' ' ' 5 / / ' ' / / / ' ' ' 8 I I I I I I u o' 1'2' 3' 4' I I I I I I u 5' 6' 7' 8' 9' 10' I I I I I I 22" x :34" Dl<.AWING SCALE, 1/4"= l'-0" 11" x 11" Dl<.AWING SC.ALE, I/f>"= 1'-0" PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: SHEAR WALL AND HOLDOWN FLOOR PLANS CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440 CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A7 DATE 11 �ARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 I/ I/ V 0.! r J Jl - 11 7 /8" BU 40 AT 16" o/c r I/ �) 2x4 l't:>OD�lrtttt------ii--------t------i--;----;--;----;--;----;---,----;---i------;--t-;,H'A..t;-.L-r------i-------ii--------t------i--;----;-11H POST ,n �) 2x4 =� \ "°5T ·1 \ 810 I --·+--•-----;------r-�'8-------i--m=±:::::±=±::::±=±:::::±=t:::::±1=!=&-+\ /v It\-�) 2x4 HOOD (2)2x4 i'IOOD , /D POST 11'-4" POST ON TOP -_'v Of FLOOR 61:AM STAIR HELL ROUSH OPENIN6 C 0 ,Q) "===='================================================i==========================,i A / 14'-5" 4' PVC RADON__/ / 5" 6VENTl'I/� &' Cl.EARANGE HOLD 6AC.I< RIM 60ARD-+--+-'/ FOR PORc;H CH' LED6f: 00 / -· •--�--87 1l J I COLD 5TORA61: .,.. MAIN L.E:VEL. f=L.OOR f=AAMIN5 PL.AN 22" x S4" DRAHIN6 SCALE, 1/4"= 1'-0" II" x 11" DRAHIN6 SC.ALE, 1/8" = l'-O" 9• V ' "e "e "e r(2J2•4HOOD POST C: f-- f-.-1 in TYPICAL FLOOR SHEAlHING: 3/4" APA RATED FLOOR SHEAlHING W/ 10d NAILS AT 6' o/c AT PANEL EDGES AND BOUNDARY AND 12" o/c IN lHE FlELD I �ITC-fEN 14'-5 3/4" ...___ f (2) 2x4 i'IOoc>-7 � F\ )ST -"-�B5 •<��:::j:::::::j:=+:::�r-�� ••I-· lil 111 lil ·,· I m L I - / -1--.---t--+---t--+---+-+---+--t' 85 12·-o· "' a, I DOUBLE CAR 6ARAl5E E �A FA! T 11 7/8" BU 40 AT 16 o/c l� �1 2x4 =11 0 POST D 10'-5• STAIR HELL ROIJ5H OPENIN6 ' - 11·-o· l....'.:==·:r-·------------------�.·-__ __, 85 I I FA 'IL'I' RCIOM 83 83 ::-=+--ft:::_:::t;l_:1-1-----�I LIVI� RO(lM � �-11-1/&" RIM 60ARD AROiA'ID PERIMETER OF FOUNDATION �ASSHOl"tl UPPE:R L.E:VEL. f=L.OOR f=AAMIN5 PL.AN 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 22" x S4" DRAHIN5 SC.ALE, 1/4"= 1'-0" 11" x 11" DRAHIN6 SC.ALE, 1/8' = 1'-0" o· r 2· 3• 4• s· 6" 7' a· e· 10·r-.•.•.-. I I I I I I 22" x S4" DRAHIN6 SCALE, 1/4"= l'-O" II" x 11" DRAHIN6 SC.ALE, I/b"= l'-0" PROJECT NAME: PROPERTY LOCATION; PROJECT ADDRESS; DRA'MNG TITLE: FLOOR FRAMING PLANS ■ CONTRACTOR: PRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440 CELL, (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER AB DATE 11 �ARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 �I B4 B2 ------�-...:...r.-=-------------------------, ... .----� 6ATH 6!:DROOM N0.:5 B2 6!:�0M NO. 2 - l r .. LAU NDR'T' MROO HALL MASTER CLOSET POCKET PORCH -� !lfAMS INTO l"IALLS FER TYPIGAL BEAM POC.KEr DETAIL PROVIDED R.OOr rRAMINcS FLAN 22" x :54" DRAY'IING SC.ALE, 1/4"= l'-0" 11" x 11" DRAY'IING SC.ALE, I/e," = l'-0" ,-----, MASTER 6!:DROOM B71 : I I �--POGKErPORGH 87 87 I -------------13--·----------. : BEAMS INTO i'W.LS PER TYPIGAL BEAM POGKEr DETAIL PROVIDED ,------------------- ', --------------------� 4' x 4' i'IOOD POST ATTAGH POST TO !lfAM HITH SIMPSON LGE4 POST C.H' 4" x 4" WOOD POST ATTAGH POST TO BEAM 1-!ITH SIMPSON LGE4 POST GAP� 4/12 6/12 "' fil � "'$ $ 4/12 6/12 w C, "' 6/12 C, "' 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 11'WSS MANIA"Ac.TIJRER SHOP DRA,IINGS FOR 11'WSS C.0NFl61JRATION 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 ARCHITECTIJRAL 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. PROVIDE 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 6/12 RIDGE �;- "'$ � N w "' fil "' 6/12 6/12 6/12 ''-. '-. �'"",� N $ 4/12 NOT TO SC.ALE KEY NOTES· 1. WOOD BEAM 2. (6) 16d NAILS EACH �DE OF BEAM,STAGGARED 3. KING Sl\JD EACH �DE OF BEAM 4.SOLID BUILT-UP POST BELOW BEAM 5.STRAP BR(J(EN TOP PLATE ON SIDE ORTOP 6.CONT DBL 2, TOP PLATE W/ LAP SPLICEPER TYPICAL DETAIL7. FULL -HEIGHT KING STUD EACH SIDE OFBEAM8.HGA10 CUP EACH SIDE 9. FULL -HEIGHT KING STUD AT END OF BEAM 10, FULL -HEIGHT KING STUD, OPPOSITE SIDE OF THE BEAM 4 AT CORNER 3 AT TOP PLATE AT MID WALL 3 AT BEAM TYPICAL 6E=AM FOC!<E=T NOTTO SC.ALE o·1' 2· 3• 4• 5• s· 7' 8' g• 10· �-•-.II --I I I I 22" x :l4" DRAY'IING SCALE, 1/4"= l'-0" II" x 11" DRAY'IING SCALE, 1/8"= 1'-0" PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: ROOF FRAMING PLAN ■ CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A9 DATE 11 MARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) � 0 I -I - ' ,, ' ,, • 0 I - • � - CJ> � - CJ> • 0 I ELEVATION 0 ELEVATION 0UPPER LEVEL T� PLATE l':LEVATION 0 LfftFl LEVEL FINl5H R.OOR ' 'MAIN LEVEL TOP Pl.A� l':LEVATION 0 ' ' MAIN LEVEL FINISH R..OOR ELEVATION 0 ' ' TQf' Of" FalMD'ATION 1':LEVATION"' ' ' TOP Of l'OOT1MO 1':LEVATION "' HOUSE: CROSS SeCTION A 22" x :54" DRAWING SCALE, 1/2"= l'-O" II" x 11" DRAWING SCALE, 1/4" =l'-O" AIO PROVIDE IC.E BARRIER CONSISTING --OF (2) LA'!'EF!S UNDERI.A'r'MENT C.eMfN'TfD TOGETHER OR A RLe6ER TYPE PRODUC.T EXTENDING FROM THE EAVES EDGE TO A POINT 2'-0" INSIDE THE EXTERIOR i'IALL LINE 12 4 c:::------- METAL FASCIA OVER SUB FASCIA PERFORA'TfD METAL 50FFIT PERFOAA'TfD MET AL 50FFIT I I I I CONTINIIOU5 2x6 LEDGER ROOF llEAM -51':E:---_,, ROOF FRAMING I I 1'-2" PLAN I I I I I I I I 4"x 4'HOOD I I COLUMN � ! I I 'ii I I I I I I I I I I r-L7-r-'-,�-------� I I I I I I I I I I I I TYPICAL ROOF A55EMBl..'r', A5PHAL T 5HIN5LE5 llUII..DING Fa T 1/16' 05B PL YHOOD ROOF SHEATHING Hi CLIP$ PFU:-MANJFAc."llJRED ROOF TRU55ESAT24'o/o-i'E65 DESIGNED Br' Tl<ll.3S MAN.II". 12 3 c::-----= INSULATE ALONG MASTER RIM BOARD eEDFI.OOM Qlr----'l-�-112" OR 5/&" GYP51A-1 BOARD TAPED, TEXTIJlsED AND PAINTED 11':"'"'I----BLOl'IN BLANKET i'IALL INSIA-ATION INSULATE ALONG RIM BOARD LIVING ROOM 6LOY'N BLANKET ATTIC. INaJLATION 6LOl'iN BLANKET ATTIC. INaJLA TION 1/2' GYP5UM BOARD TYPICAL ALL CEILINGS 11----INTERIOR i'IALL5 TO Ill: 2x4 OR 2x6 FRAMING AT 16" O/G MASTcR EIATH FAMILY ROOM . I ii j-t----JrB='==========================================================================================��, �:::===="":�C,�ON:T:lflJoils:��=====��r'-�:-��T�_,... ___ _. ___ �-�- - ,..._:.'-.-.::·_·.-�- - �;,:-_-_,...�---:·:: ... ,-_--'-·�·-:· �F;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::; M ;::; A ;::; IN ;::; LEVE ;::::::;;::;L ;::; F ;::; LOOR ;::::::;;::;FRAM ;::::::;miirlN6F-;::;5EE;::::::; F ;::; LOOR ;::::::;;::::::; FRAM ;::::::;;::;IN6;::::::; P ;::; LA ;::; N,i=;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;T;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;;::::::;:::,��� b .f. �, DOUBLE "4'o CONTINIIOU5:$11 rR0M TOP Or I/IIALL .• I -, . I • . I ·l,l �,·,. ·t. .•-tJ -t:J.•I. I, I • ( .FOUNDATION DAMP PROOFING-----1.1: � •l:) � AT MID SPAN •tf·1 .-�BEFORE Pl.Ac.ING c.oNc.. 'I /1r.;::11---TYPICAL EXTERIOR BASEMENT5EE C.ONC. JoW.L SCHEDUI.E----,,11, , · •. ·f i'IALL TO Ill: 2x4 FRAMING AT FOR REBAR SIZE AND SPACING . 1• 16' o/o i'IITH R-lq BATT INSIA-ATION t:) tf AND 6 MIL. POLY. VAPOR BARRIER • ID_I - ·r...:-:. I • .1 •I•. • I· 11,ojf--PROVIDE I' AIR SPACE llETl'IEEN ·1. "-I : CONC. FOUNDATION WALL AND l\ 't:) . = SM> i'IALL FRAMING I .. •1 •. ·,1,, I 1t4 AT lb" o/G r I 'I:. +--------ilrl} b. L . CO' ,.., 1•1 -TREA'TfD SILL PLATESTYPICAL IN BASEMENT'I I ...., II I ST� '·I.I• •r1 ··I I. • 1.,J I ·,11 .1,-,_....,.......,...,....,._,...,..,,.......,.--,-.,--f I 1 •1 �-._1 ... ,:; •. JI·... .•· ' ... (:.Y C:)�_t'0 . . GAME ROOM .. ' BEAM - SEE MAIN LEVEL FLOOR FRAMING PLAN 4• GONG. SLAB ON GRADE • 4" • . . . . .. '. . .. 1/2' GYPSUM BOARD TYPICAL ALL CEILINGS l:IEDROOM NO. 5 : .. " ; EXTEND PL YHOoD i'IALL SHEATHING TO BOTTOM OF TOP CHORD OF Tl<ll.3S FINISH GRADE PROJECT NAME: PROPERTY LOCA llON: PROJECT ADDRESS: DRA'MNG TITLE: SECTIONS NOTES AND DETAILS CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440 CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A10 DATE 11 MARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 H1 clips i.l'FERLEVEL � FINISH FLOOR \ MAIN LEVEL � FINISH FLOOR \ •• 4 •• o'-10" o·-10· /FINl'Yr'ED CEILING 10'-5" STAIR HELL l<OU5H OPENIN6 11'-4" (SJ 14" L.SL. STRIN6!:RS PER STAIR HELL -T'!'PIC.AL STAIR 1'ELL fi!OL.\51-1 OPENIN6 4 (SJ 14" L.SL. STRIN6!:RS PER STAIR 1'ELL -T'!'PIC.AL BASEMENT LEVEL FINISH FLOOR HOUSE: STAIR YEL.L. SE:CTION :5011 x 42• DRAWINe SGAU:: 1/2":i: l'-011 II' x Ii" DRAl'IINe SC.ALE, NOT TO SC.ALE . 1 ' ... PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: SECTIONS NOTES AND DETAILS CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541-0440CELL: (108) 510-1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER A11 DATE 11 MARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 �� �� �:;i 0 BEDROOM N0.2 6 -¢t·• ... 75 CFM 2'-6" 2'-6" 2'-4" BEDROOM N0.5 r-------------------------,I I"'------------------------, II I I I I I I I I I I I LINEN CLOSET 61'1 ;\' HALL 2LAUNDRY ;: ROOM HOUSE FAN 75 CFM 2'·8" /4)- MA511:R BEDROOM UPPER L.EVEL. EL.ECTRICAL. FL.AN 22" x 54" DRAl'IIIN6 5CALE, 1/4"= l'-0" 11" x 11" DRAl'IIINe SCALE, 1/8" = 1'-0" SMOKE ALARM I'll� IN SERIES l'IITH 6ATTER"I' 6ACKUP SMOKE ALARM AND CAABON MONOXIDE DETECTOR COMBINATION UNIT l'll�D IN 5El<IE5 l'IITH 6A TIER"!' 6ACl<UP PROVIDE A 110 VAC OJTLET l'IITHIN 25' OF />,/C UNIT ALL LIGHTS IN CLOSET SHALL COMFL "I' l'IITH � NEC CODES ALL PLASTIC ELECTRICAL BOXES LOCA Tl:D IN THE GARA5E Fl� l'IALL SHALL HAVE A 2 HOIA'! MINIMUM Fl� F!ATINe 6UOOLE COVERS SHALL 6E INSTALLED ON ALL EXTERIOR GFI ELECTRICAL Ol/Tl..ETS EIRANCH CIRCUITS SUPPL YING 125 VOLT, SINeLE PHASE, 15-20 AMPERE l<ECEPl"ACLE Ol/Tl..ETS INSTALLED IN llEDROOM5 SHALL 6E PROTECTl:D 6"1' ARC-FAULT CIRCUIT INTE1<1<1.!"TE!< (AFCI/ COM61NATION TYPE EL.ECTRICAL. SYM60L.S qp ti • lil � -0- I@] [yJ � X CEILINe FIXT\JRE -�ESSED CEILINe FIXT\JRE -SURFACE MOUNTl:D PORCELAIN FIXT\JRE W PULL CHAIN PENDANT Ll6HT CEILINe INCANDESCENT FIXT\JRE W HEAT LAMP 1'!'11.L MOUNTl:D FIX'T\J� HANelNe CEILINe FIXT\JRE .IJNCTION BOX DUPLEX f<ECEPl"ACLE - J,P = H:ATHER PROOF 61'1 = '5l<ND FLT -IC = ISOLATl:D CIRCUIT F= DIA"LEX ��ACLE SWITCHED DUPLEX �EFTACLE 5f'ECIAL OJTLET -AMP AND CONFIG. TO MATCH EGIIJIPMENT THERMOSTAT SWITCH DIMMER SWITCH DOOR CHIME PUSH BUTTON SMOKE DETECTOR -I'll� ALL SMOKE DETECTORS TOGETHER FOR SIM.ILTANEOUS ALERT SOlMllNe. I'll� TO PRIMARY 6UILDING POl'IER AND PROVIDE 6ATTER"I' 6ACl<UP TELEPHONE OIITLET -VERIFY EXACT MOUNTINe HEl6HT AND LOCATION DEDICATED FAX/MODEM OR COMPI/TER NE11"IORKING CATEGORY 5 - 4 PAIR Tl'IISTl:D I'll� CA6LE T,V. 0JTLET -COAXIAL CA6LE NIGHT Ll6HT EXHAUST FAN -VENTED TO EXTERIOR l'IITH METAL DUCT INTERCOM STATION CENTRAL VAC� OI/TLET SPEAKER I'll� AND SPEAKER CEILINe FAN <f"'v EXTERIOR FLOOD LIGHTINe ,, I I I �'-0" I I I I I qp \ 51'1 ),p GFI +1,e,• \ I / \ I ' 8' -0" x 8' -0" OVERHEAD GARAGE DOOR \ . I " 5O AMP 51'1 ),p I Iii : I I � u=+I ' / \ [:�\ '•. GFI -¢-, �-- BREAKFAST NOOK /4)-\ KITCHEN PANTRY GFI +I&" DOUBLE GAR GARAGE qp r--------------------�--------------------, / / / / / / / / / / / / / / 16'-0" x 8'-0" OVERHEAD GARAGE DOOR MAIN L.EVEL. EL.ECT�ICAL. FL.AN 22" x 54" DRAl'IIIN6 SCALE, 1/4"= I '-0" II" x 11" DRAl'IIIN6 SCALE, 1/8" = 1'-0" 51'1 FAMILY .. ROOM COVERED PORCH /4>- /4>- LIVING ROOM If f[m ------------------�---------------- PROJECT NAME: PROPERTY LOCATION: PROJECT ADDRESS: DRA'MNG TITLE: ELECTRICAL FLOOR PLANS ■ CONTRACTOR; DRAWN BY: JEFF MAIER RESIDENTIAL AND COMMERCIAL DRAFTING AND DESIGN SERVICES DRAFTER@CABLEONE.NET OFFICE: (108) 541·0440 CELL: (108) 510·1578 COPYRIGHT @ 2018 JOB NO. 5266 SHEET NUMBER E1 DATE 11 �ARCH 2019 1300 STONE DR REXBURG, ID 83440 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 Ne w P e a k C o n s t r u c t i o n C o . La r a m i e W Y 8 2 0 7 2 RX01300 SMOKE DETECTOR REQUIRED SDSD SD SD SD CO