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HomeMy WebLinkAbout093020 Lance Palmer ADU CONSTRUCTION DOCUMENTS1 6 0 .0 3 ' P R O P E R T Y L I N E 1 5 9 .9 2 ' P R O P E R T Y L I N E 60.13'PROPERTY LINE L O T S 1 7 & 1 8 , B L O C K 1 FA I R V I E W A D D I T I O N LO T A R E A = 9 , 6 1 4 S F BU I L D I N G F O O T P R I N T = A P P R O X . 1 , 5 7 6 S F LO T C O V E R A G E = 1 6 % EXISTING ELECTRICAL POLE TO REMAIN D E M O E X I S T I N G C O N C R E T E P A DDEMO E X I S T I N G 1 -C A R G A R A G E E X I S T I N G D E C K E X I S T I N G P O R C H C O N C R E T E W A L K W A Y E X I S T I N G G A R A G E (A P P R O X . 2 2 2 S F F O O T P R I N T ) C O N C R E T E S I D E W A L K S . W I L L S O N A V E . ALLEY EX I S T I N G 2 - B E D R O O M S I N G L E - F A M I L Y R E S I D E N C E (A P P R O X . 1 , 3 5 4 S F F O O T P R I N T ) FLOOR AREAS - NEW 1ST FLOOR (GARAGE): 780 SF GROSS 2ND FLOOR (GROSS): 610 SF GROSS TOTAL: 1,390 SF GROSS ADU: 566 SF NET NE W A S P H A L T DR I V E W A Y ADU PARKING SPACE (9'-0" x 20'-0") P R O P O S E D 2 - C A R G A R A G E / A D U 3 0 ' - 0 " 2 6 ' - 0 " LO T A R E A B E H I N D ( E ) H O U S E F A C A D E = 4 , 6 6 0 S F AD U A R E A = 7 8 0 S F AD U L O T C O V E R A G E B E H I N D ( E ) H O U S E = 1 6 . 7 % 1 6 0 .0 3 ' P R O P E R T Y L I N E 1 5 9 .9 2 ' P R O P E R T Y L I N E 60.13'PROPERTY LINE 6 0 . 0 7 ' P R O P E R T Y L I N E L O T S 1 7 & 1 8 , B L O C K 1 FA I R V I E W A D D I T I O N LO T A R E A = 9 , 6 1 4 S F BU I L D I N G F O O T P R I N T = A P P R O X . 2 , 1 3 4 S F LO T C O V E R A G E = 2 2 % EX I S T I N G P A T H EX I S T I N G 2 - B E D R O O M S I N G L E - F A M I L Y R E S I D E N C E (A P P R O X . 1 , 3 5 4 S F F O O T P R I N T ) EX I S T I N G D E C K E X I S T I N G P O R C H CO N C R E T E W A L K W A Y C O N C R E T E S I D E W A L K S . W I L L S O N A V E . EXISTING ELECTRICAL POLE TO REMAINALLEY S E T B A C K6' - 0 " R E A R S E T B A C K 5 ' - 0 " S I D E 2 5 ' - 1 " 3 3 ' - 4 " N E W C O N C R E T E S I D E W A L K GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.APPLICABLE CODES:2018 INTERNATIONAL RESIDENTIAL CODE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN CRITERIA SEISMIC ZONE D0 115 MPH WIND (406) 579-4630www.blackmountainarch.com B L A C K M O U N T A I N A R C H I T E C T U R E 2 0 1 9 A1.1SITE PLANLANCE PALMER GARAGE 408 S. WILLSON AVE.LOTS 17 & 18, BLOCK 1, FAIRVIEW ADDITION BOZEMAN MT CONSTRUCTIONDOCUMENTS SEPTEMBER 30, 202019080 1/ 8 " = 1 ' - 0 " 1 SI T E P L A N - E X I S T I N G 408 S WILLSON AVE 1/ 8 " = 1 ' - 0 " 2 SI T E P L A N - N E W UP S T A C K I N G W / D R E F . DWDN 2 -CA R G A R A G E 24 -6 X 2 5 -0 ME C H . 4 -0 X 5 -0 26' - 0"13' - 0"13' - 0" 30 ' - 0 " 15 ' - 0 " 15 ' - 0 " 2 6 ' - 0 " 30 ' - 0 " 4' - 6 " 25 ' - 6 " 36 " x 8 0 " 18 ' -0" W x 8 ' -0" H OV E R H E A D D O O R 60" X 30"SLIDER (7' -6") HEAD 60 " X 3 0 " SL I D E R (7 ' - 6") H E A D 36 " x 8 0 " 30 " X 3 0 " FIX E D TE M P E R E D (7 ' -6" ) H E A D 2' - 6 " 2' - 0 " 12 ' - 9 " 12 ' - 9 " 36 " x 8 0 " 1 9 ' - 6 " 6 ' - 6 " NO T E : TH E D E S I G N O F T H E S T A I R A S S U M E S TH A T T H E B O T T O M O F T H E S T A I R W I L L B E FL U S H W / T H E T . O . F O U N D A T I O N W A L L . T H I S I S CR I T I C A L T O M A I N T A I N T H E R E Q U I R E D 6 ' -8" HE A D H E I G H T A T A L L P O I N T S O N T H E S T A I R NO T E : AP P L Y ( 2 ) L A Y E R S O F 5 / 8 " G W B ' T Y P E X ' A T UN D E R S I D E O F G A R A G E C E I L I N G & U N D E R S I D E O F ST A I R F O R F I R E S E P A R A T I O N B E T W E E N G A R A G E & A D U AD U EN T R A N C E AP P L Y 1 / 2 " G W B O N AL L W A L L S I N S I D E TH E G A R A G E , F I R E TA P E 2 X 6 2X 6 PR O P E R T Y L I N E PROPERTY LINE W S P 4 8 W S P 4 8 WS P 4 8 WSP 48 SE E L E G E N D T H I S SH E E T F O R B R A C E D WA L L S WSP 48WSP 48ABW 45 ST H D 1 4 STH D14 AB W 4 5 STH D14 ST H D 1 4 FLOOR AREAS - NEW 1ST FLOOR (GARAGE): 780 SF GROSS 2ND FLOOR (GROSS): 610 SF GROSS TOTAL: 1,390 SF GROSS ADU: 566 SF NET 30 ' - 0 " 4' - 6 " 21 ' - 0 " 4' - 6 " 2 6 ' - 0 " 2 6 ' - 0 " 6 ' - 6 " 6 ' - 6 " 1 3 ' - 0 " 7' - 1 " 6' - 7 " 3' - 8 " 1' - 8 " 2' - 0 " 1 3 ' - 1 " 2 ' - 1 0 " 1 0 ' - 1 " 30 ' - 0 " 4' - 6 " 21 ' - 0 " 4' - 6 " 4' - 6 " 5' - 4 " 5' - 4 " 5' - 1 0 " P A N T R Y BA T H 7 -6 X 1 2 -4 3 -0 X 5 -0 SH O W E R 5' W A L L KIT C H E N 9 -4 X 1 2 -8 LI V I N G / D I N I N G 13 -2 X 1 2 -4 BE D 10 -4 X 1 2 -4 W.I . C . 4 -0 X 7 -8 4 2 " H I G H W A L L 2 X 6 B A L L O O N F R A M E W A L L 72 " X 4 8 " SL I D E R (6 ' -11 " ) H E A D 3 6 " X 6 0 " F I X E D T E M P E R E D ( 6 ' - 1 1 " ) H E A D 36 " X 3 6 " SL I D E R (6 ' -11 " ) H E A D 3 0 " x 8 0 " 60 " X 4 8 " SL I D E R EG R E S S (6 ' -11 " ) H E A D 2 8 " x 8 0 " 30 " x 8 0 " 9 1 / 2 " T J I @ 2 4 " O . C . 8' C L G 8 ' C L G 8' C L G 8' C L G SL O P E D C L G . I N SH A D E D A R E A S , T Y P . 9 1 / 2 " T J I @ 2 4 " O . C . 9 1 / 2 " T J I @ 2 4 " O . C . 9 1 / 2 " T J I @ 2 4 " O . C . 5' W A L L 3 0 " x 8 0 " 2X 6 FU R I N F O R PL U M B I N G LIN E N CA B . ST O R . 3 -1 X 3 -1 24 " X 2 4 " AW N I N G (6 ' -11 " ) H E A D 28 " x 8 0 " 6 ' - 6 " 4 ' - 4 " 3 ' - 7 " 4 ' - 1 1 " 6 ' - 8 " 1 3 ' - 1 " 3 ' - 6 " 3 ' - 1 1 " 5 ' - 6 " 7' - 4 " 3' - 1 " 4' - 8 " 3' - 8 " 22 x 3 0 AT T I C AC C E S S GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.APPLICABLE CODES:2018 INTERNATIONAL RESIDENTIAL CODE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN CRITERIA SEISMIC ZONE D0 115 MPH WIND BRACED PANEL SCHEDULE TYPE SUPPORTS FASTENERSSPACING STUDS @ 16" o.c. 8d NAILS 6" o.c. (EDGE) & 12" o.c. (FIELD)STUDS @ 16" o.c. MAX 1-1/4" SCREWS 7" o.c. (EDGE) & 7" o.c. (FIELD)STUDS @ 16" o.c. MAX 1-1/4" SCREWS 7" o.c. (EDGE) & 7" o.c. (FIELD)GB1 = 1/2" GWB - ONE SIDE WSP = 1/2" NOMINAL OSB, ONE SIDE NOTES & ABBREVIATIONS 1. "WSP " REFERS TO WOOD STRUCTURAL PANEL BRACING METHOD PER IRC TABLE R602.10.4. SEE DETAIL 1/A4.1 2. "GB " REFERS TO GYPSUM BOARD BRACING METHOD PER IRC TABLE R602.10.4. SEE DETAIL 3/A4.1 3. "ABW " REFERS TO ALTERNATE BRACED WALL PER IRC TABLE R602.10.4. SEE DETAIL 2/A4.1 4. "PFH " REFERS TO PORTAL FRAME WITH HOLD-DOWNS PER IRC TABLE R602.10.4. SEE DETAIL 4/A4.1WSP - 48 GB1 - 96 GB2 - 48 LENGTH IN INCHES GB2 = GWB - BOTH SIDESPLAN NOTES 1. CONTRACTOR TO CONFIRM SIZE & TYPE OF WATER HEATER, SET HEATER IN 1 1/2" DEEP 24 GA. GALVANIZED STEEL PAN DRAINED w/ 3/4" INDIRECT WASTE PIPE . WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL MOVEMENT 2. ELEVATE WATER HEATER 18" MINIMUM ABOVE GARAGE SLAB TO ANY ELEMENT OR SWITCH THAT MAY SPARK 3. A PERMANENT CRAWL SPACE LADDER OR ATTIC SPACE PULL DOWN LADDER IS TO BE INSTALLED TO ACCESS THE HEATING UNIT OR BOILER. 4. THE MAXIMUM CLEAR TRAVEL PATH FROM THE CRAWL SPACE OR ATTIC ACCESS OPENING TO THE HEATING UNIT OR BOILER IS 20 FEET.5. PROVIDE LIGHT FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE CRAWL SPACE ACCESS HATCH & A RECEPTACLE OUTLET SHALL BE INSTALLED AT OR NEAR THE FURNACE .MECHANICALEGRESS WINDOWS SAFETY GLAZING REQUIREMENTS 1. TEMPER GLAZING AT LOCATIONS SPECIFED IN IRC 2012 R308.4 FIRE RESISTANT CONSTRUCTION REQUIREMENTS 1. DOOR(S) BETWEEN GARAGE & HOUSE SHALL BE 20-MINUTE & EQUIPPED WITH A SELF-CLOSING DEVICE.2. INSTALL 1/2" GWB @ WALLS & UNDER-STAIR SURFACE IN ENCLOSED ACCESSIBLE SPACE UNDER STAIRS 3. 1/2" GWB SHALL BE INSTALLED ON ALL WALLS SEPARATING THE GARAGE FROM THE DWELLING .4. WHERE HABITABLE ROOMS ARE ABOVE A GARAGE, APPLY 5/8" TYPE 'X' GWB ON GARAGE CEILING & 1/2" GWB ON WALLS SUPPORTING FLOOR ABOVE 5. FOAM INSULATION SHALL BE SEPARATED FROM THE INTERIOR OF A BUILDING BY AN APPROVEDTHERMAL BARRIER OF MINIMUM 1/2 INCH GWB OR A MATERIAL THAT IS TESTED IN ACCORDANCE NFPA 275.6. PROVIDE FIRE BLOCKING VERTICALLY AT THE CEILING AND FLOOR LEVELS & HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT.ALL SLEEPING ROOMS SHALL HAVE A ME ANS OF EGRESS DIRECTLY TO THE OUTSIDE VIA A DOOR OR WINDOW. EGRESS WINDOWS SHALL MEET THE REQUIREMENTS OF IRC 2012 SECTION R310.1 ENERGY REQUIREMENTS 2012 INTERNATIONAL ENERGY CONSERVATION CODE MONTANA CLIMATE ZONE 6B INSULATION & FENESTRATION REQUIRMENTS BY COMPONENT CEILING FLAT: FLAT R-49 VAULTED R-38 WALLS: ABOVE GRADE R-21 BASEMENTS R-19 CAVITY/ R-15 CONT.CRAWL SPACE R-19 CAVITY/ R-15 CONT.FLOORS: OVER UNHEATED SPACES R-30 PERIMETER SLAB FOR 4 FT. R-10 EXTERIOR DOORS R-3 WINDOWS NFRC UNIT RATING U-0.32 WATER HEATER ENERGY FACTOR RATING 0.58 HEATING SYSTEM ENERGY EFFICIENCY RATING 78%(AFUE FOR GAS; HSPF HEAT PUMP) 2 X 6 B E A R I N G W A L L NO T E : 1. A L L S T R U C T U R A L C A L C U L A T I O N S A R E T H E RE S P O N S I B I L I T Y O F T H E B U I L D E R . A L L S T R U C T U R A L CO M P O N E N T S S H O W N I N C L U D I N G J O I S T S , B E A M S , FO U N D A T I O N W A L L S & F O O T I N G S S H A L L B E V E R I F I E D B Y TH E B U I L D E R F O R C O M P L I A N C E W I T H C U R R E N T I R C RE Q U I R M E N T S A N D A U T H O R I T I E S H A V I N G J U R I S D I C T I O N PR I O R T O C O N S T R U C T I O N . 2. B U I L D E R S H A L L S I Z E A L L C O N C R E T E F O U N D A T I O N WA L L S & F O O T I N G S B A S E D O N G E O T E C H N I C A L E N G I N E E R ' S RE P O R T & R E C O M M E N D A T I O N S . 1 4 " F L O O R T R U S S E S @ 1 6 " O . C . HE A D E R H E A D E R H E A D E R HE A D E R HE A D E R HEADER H E A D E R B A L L O O N F R A M E W A L L A T S T A I R F L O O R B E A M D R O P P E D F L O O R B E A M F L U S H 2 1 / 2 " / 1 2 " 2 1 / 2 " / 1 2 " 8 " / 1 2 " 8 " / 1 2 " 8 " / 1 2 " 8 " / 1 2 " PR E -FIN I S H E D S T A N D I N G S E A M ME T A L R O O F I N G @ S H E D D O R M E R S 2 ' - 0 " 2' - 0 " 2 ' - 0 " 2' - 0 " 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6 " AS P H A L T S H I N G L E RO O F I N G , T Y P . (406) 579-4630www.blackmountainarch.com B L A C K M O U N T A I N A R C H I T E C T U R E 2 0 1 9 A2.1FLOOR, ROOF & FRAMING PLANSLANCE PALMER GARAGE 408 S. WILLSON AVE.LOTS 17 & 18, BLOCK 1, FAIRVIEW ADDITION BOZEMAN MT CONSTRUCTIONDOCUMENTS SEPTEMBER 30, 202019080 1/ 4 " = 1 ' - 0 " 1 1S T F L O O R P L A N 1/ 4 " = 1 ' - 0 " 2 2N D F L O O R P L A N 408 S WILLSON AVE 1/ 4 " = 1 ' - 0 " 3 UP P E R F L O O R F R A M I N G 1/ 4 " = 1 ' - 0 " 4 SI T E P L A N - N E W G F I , 4 2 " GF I , 4 2 " GF I , 4 2 " G F I , 4 2 " G F I , 4 2 " G F I , W P 3 S T A C K I N G W / D R E F . DW G F I G F I GF I GF I G F I 3 3 3 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.APPLICABLE CODES:2018 INTERNATIONAL RESIDENTIAL CODE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN CRITERIA SEISMIC ZONE D0 115 MPH WIND ENERGY REQUIREMENTS 2012 INTERNATIONAL ENERGY CONSERVATION CODE MONTANA CLIMATE ZONE 6B INSULATION & FENESTRATION REQUIRMENTS BY COMPONENT CEILING FLAT: FLAT R-49 VAULTED R-38 WALLS: ABOVE GRADE R-21 BASEMENTS R-19 CAVITY/ R-15 CONT.CRAWL SPACE R-19 CAVITY/ R-15 CONT.FLOORS: OVER UNHEATED SPACES R-30 PERIMETER SLAB FOR 4 FT. R-10 EXTERIOR DOORS R-3 WINDOWS NFRC UNIT RATING U-0.32 WATER HEATER ENERGY FACTOR RATING 0.58 HEATING SYSTEM ENERGY EFFICIENCY RATING 78%(AFUE FOR GAS; HSPF HEAT PUMP)NOTE: 1. ALL STRUCTURAL CALCULATIONS ARE THE RESPONSIBILITY OF THE BUILDER. ALL STRUCTURAL COMPONENTS SHOWN INCLUDING JOISTS, BEAMS, FOUNDATION WALLS & FOOTINGS SHALL BE VERIFIED BY THE BUILDER FOR COMPLIANCE WITH CURRENT IRC REQUIRMENTS AND AUTHORITIES HAVING JURISDICTION PRIOR TO CONSTRUCTION.2. BUILDER SHALL SIZE ALL CONCRETE FOUNDATION WALLS & FOOTINGS BASED ON GEOTECHNICAL ENGINEER'S REPORT & RECOMMENDATIONS.SLOPE 1/8" : 12"4 -FOOT WALLS:8" CONCRETE WALL w/ #4 VERTICAL BARS @ 18" o.c. AND #4 HORIZ @ 18" o.c.-TYP.16"x8" FOOTING w/ (2) #4 CONTINUOUS BARS.-TYP. 4" C O N C R E T E S L A B W / # 3 BA R S @ 1 8 " O . C . E A . W A Y OR 6X 6 W 2 . 0 X W 2 . 0 W W M BLOCK OUT 2 6 ' - 0 " 30' - 0"STH D14 STH D14 S T H D 1 4 S T H D 1 4 3' - 4 3 / 4 " 1' - 4 " 23' - 11 1/4" 1 9 ' - 8 " 5 ' - 0 " B L O C K O U T B L O C K O U T UFER GROUND, VERIFY LOCATION 16 " x 8 " F O O T I N G w / ( 2 ) # 4 CO N T I N U O U S B A R S . -TY P . UN D E R B E A R I N G W A L L EL E C T R I C A L L E G E N D RE C E S S E D C A N L I G H T SU R F A C E M O U N T E D L I G H T WA L L M O U N T E D L I G H T PE N D A N T L I G H T EX H A U S T F A N o r F A N / L I G H T C O M B I N A T I O N CE I L I N G F A N SD S M O K E D E T E C T O R WA L L S W I T C H DU P L E X O U T L E T CE I L I N G F A N / L I G H T C O M B I N A T I O N WA L L S W I T C H 3 - W A Y 3 WA L L S W I T C H 4 - W A Y 4 DU P L E X O U T L E T - G R O U N D F A U L T I N T E R R U P T E R GF I DU P L E X O U T L E T - W E A T H E R P R O O F WP FL U O R E S C E N T L I G H T WA L L S W I T C H w / D I M M E R D CO CA R B O N M O N O X I D E D E T E C T O R A. A L L O U T L E T S I N S T A L L E D I N F A M I LY R O O M S , D I N I N G R O O M S , L I V I N G RO O M S , P A R L O R S , L I B R A R I E S , D E N S , B E D R O O M S , S U N R O O M S , RE C R E A T I O N S R O O M S , C L O S E T S , H A L L W A Y S , L A U N D R Y R O O M S A N D SIM I L A R R O O M S O R A R E A S S H A L L B E P R O T E C T E D B Y A C O M B I N A T I O N TY P E AR C - F A U L T C I R C U I T I N T E R R U P T E R IN S T A L L E D T O P R O V I D E PR O T E C T I O N O F T H E B R A N C H C I R C U I T . B. I N E V E R Y K I T C H E N , F A M I L Y R O O M , D I N I N G R O O M , L I V I N G R O O M , PA R L O R , L I B R A R Y , D E N , S U N R O O M , B E D R O O M , R E C R E A T I O N R O O M , O R SIM I L A R R O O M O R A R E A O F D W E L L I N G U N I T S , R E C E P T A C L E O U T L E T S SH A L L B E I N S T A L L E D I N A C C O R D AN C E W I T H T H E S E P R O V I S I O N S : 1. R E C E P T A C L E S S H A L L B E I N S T A LL E D S O T H A T N O P O I N T M E A S U R E D HO R I Z O N T A L L Y A L O N G T H E F L O O R L I N E O F A N Y W A L L S P A C E I S M O R E TH A N 6 F E E T , F R O M A R E C E P T A C L E O U T L E T . 2. A R E C E P T A C L E O U T L E T S H A LL B E I N S T A L L E D A T E A C H W A L L CO U N T E R T O P S P A C E 1 2 I N C H E S O R W I D E R . R E C E P T A C L E O U T L E T S S H A L L BE I N S T A L L E D S O T H A T N O P O I N T A L O N G T H E W A L L L I N E I S M O R E T H A N 24 I N C H E S , M E A S U R E D H O R I Z O N T A L L Y F R O M A R E C E P T A C L E O U T L E T I N TH A T S P A C E . 3. A T L E A S T O N E R E C E P T A C L E O U T L ET S H A L L B E I N S T AL L E D A T E A C H IS L A N D C O U N T E R T O P S P A C E W I T H A L O N G D I M E N S I O N O F 2 4 I N C H E S O R GR E A T E R A N D A S H O R T D I M E N S I O N O F 1 2 I N C H E S O R G R E A T E R . 4. A T L E A S T O N E R E C E P T A C L E O U T L ET S H A L L B E I N S T AL L E D A T E A C H PE N I N S U L A R C O U N T E R T O P S P A C E W I T H A L O N G D I M E N S I O N O F 2 4 IN C H E S O R G R E A T E R A N D A S H O R T D I M E N S I O N O F 1 2 I N C H E S O R GR E A T E R . A P E N I N S U L A R C O U N T E R T O P I S M E A S U R E D F R O M T H E CO N N E C T I N G E D G E . 5. A T L E A S T O N E R E C E P T A C L E O U T L E T T H A T I S A C C E S S I B L E W H I L E ST A N D I N G A T G R A D E L E V E L A N D L O C A T E D N O T M O R E T H A N 6 F E E T , 6 IN C H E S A B O V E G R A D E , S H A L L B E I N S T A L L E D O U T D O O R S A T T H E F R O N T AN D B A C K O F E A C H D W E L L I N G U N I T H A V I N G D I R E C T A C C E S S T O G R A D E . BA L C O N I E S , D E C K S , A N D P O R C H E S T H A T A R E A C C E S S I B L E F R O M I N S I D E O F TH E D W E L L I N G U N I T S H A L L H A V E A T L E A S T O N E R E C E P T A C L E O U T L E T IN S T A L L E D W I T H I N T H E P E R I M E T E R O F T H E B A L C O N Y , D E C K , O R P O R C H . TH E R E C E P T A C L E S H A L L B E L O C A T E D N O T M O R E T H A N 6 F E E T , 6 I N C H E S AB O V E T H E B A L C O N Y , D E C K , O R P O R C H S U R F A C E . 6. A T L E A S T O N E R E C E P T A C L E O U T L ET S H A L L B E I N S T A L L E D T O S E R V E LA U N D R Y A P P L I A N C E S . 7. A T L E A S T O N E R E C E P T A C L E O U T L E T , I N A D D I T I O N T O A N Y P R O V I D E D FO R S P E C I F I C 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 E A C H B A S E M E N T A N D IN E A C H A T T A C H E D G A R A G E , A N D I N E A C H D E T A C H E D G A R A G E O R AC C E S S O R Y B U I L D I N G T H A T I S P R O V I D E D W I T H E L E C T R I C A L P O W E R . WH E R E A P O R T I O N O F T H E B A S E M E N T I S F I N I S H E D I N T O O N E O R M O R E HA B I T A B L E R O O M ( S ) , E A C H S E P A R A T E U N F I N I S H E D P O R T I O N S H A L L H A V E A R E C E P T A C L E O U T L E T I N S T A L L E D I N A C C O R D A N C E W I T H T H I S S E C T I O N . 8. H A L L W A Y S O F 1 0 F E E T O R M O R E I N L E N G T H S H A L L H A V E A T L E A S T O N E RE C E P T A C L E O U T L E T . T H E H A L L L E N G T H S H A L L B E C O N S I D E R E D T H E LE N G T H M E A S U R E D A L O N G T H E C E N T E R L I N E O F T H E H A L L W I T H O U T PA S S I N G T H R O U G H A D O O R W A Y . 9. F O Y E R S T H A T A R E N O T P A R T O F A H A L L W A Y A N D T H A T H A V E A N A R E A TH A T I S G R E A T E R T H A N 6 0 F T 2 S H A L L H A V E A R E C E P T A C L E ( S ) L O C A T E D I N EA C H W A L L S P A C E T H A T I S 3 F E E T O R M O R E I N W I D T H A N D U N B R O K E N B Y DO O R W A Y S , F L O O R - T O - C E I L I N G W I N D O W S , A N D S I M I L A R O P E N I N G S . 10 . A L L R E C E P T A C L E S W I T H I N A D W E LL I N G S H A L L B E T A M P E R R E S I S T A N T . 11 . B A T H R O O M C I R C U I T I N G S H A L L B E E I T H E R : A ) A 2 0 A M P E R E C I R C U I T DE D I C A T E D T O E A C H B A T H R O O M , O R B ) A T L E A S T O N E 2 0 A M P E R E CIR C U I T S U P P L Y I N G O N L Y B A T H R O O M R E C E P T A C L E O U T L E T S , P E R P E R NE C A R T I C L E 2 1 0 . 1 1 ( C ) 3 EL E C T R I C A L N O T E S UF E R GR O U N D , VE R I F Y LO C A T I O N CL G . SD SD C O GD SD 22 0 V 22 0 V (406) 579-4630www.blackmountainarch.com B L A C K M O U N T A I N A R C H I T E C T U R E 2 0 1 9 A2.3FOUNDATION& ELECTRICAL PLANSLANCE PALMER GARAGE 408 S. WILLSON AVE.LOTS 17 & 18, BLOCK 1, FAIRVIEW ADDITION BOZEMAN MT CONSTRUCTIONDOCUMENTS SEPTEMBER 30, 202019080 1/ 4 " = 1 ' - 0 " 1 FO U N D A T I O N 1/ 4 " = 1 ' - 0 " 2 EL E C T R I C A L - 1 S T F L O O R 1/ 4 " = 1 ' - 0 " 3 EL E C T R I C A L - 2 N D F L O O R (406) 579-4630www.blackmountainarch.com B L A C K M O U N T A I N A R C H I T E C T U R E 2 0 1 9 A3.13D VIEWSLANCE PALMER GARAGE 408 S. WILLSON AVE.LOTS 17 & 18, BLOCK 1, FAIRVIEW ADDITION BOZEMAN MT CONSTRUCTIONDOCUMENTS SEPTEMBER 30, 202019080 T. O . F D N . W A L L 10 0 ' - 0" T. O . W A L L 10 9 ' - 1 1 / 8 " UP P E R L E V E L 11 0 ' - 3 7 / 8 " T. O . U P P E R W A L L 11 8 ' - 4" F I N I S H E D G R A D E T O H I G H E S T R I D G E 2 2 ' - 0 " SID E B A C K 5' - 0 " SID E S E T B A C K 5' - 0 " P R O P E R T Y L I N E P R O P E R T Y L I N E 1 5 ' - 0 " 4 5 .0 0 ° T.O . W A L L PL A T E T . O . P L A T E 1 ' - 8 " 2 1 / 2 " 12 " 8" 12 " NO T E : WA L L T O P P L A T E L I N E I S BE L O W A N D W I T H I N T H E 4 5 DE G R E E L I N E S E T B A C K L I N E T.O. FDN. WALL 100' -0"T.O. WALL 109' -1 1/8"UPPER LEVEL 110' -3 7/8"T.O. UPPER WALL 118' -4"6" 12"PRE -FINISHED METAL STANDING SEAM METAL ROOFING AT SHED DORMERS T. O . F D N . W A L L 10 0 ' - 0" T. O . W A L L 10 9 ' - 1 1 / 8 " UP P E R L E V E L 11 0 ' - 3 7 / 8 " T. O . U P P E R W A L L 11 8 ' - 4" 1 ' - 8 " T . O . P L A T E H I G H E S T R I D G E T O F I N I S H E D G R A D E 2 2 ' - 0 " 2 1 / 2 " 12 " 8" 12 " T.O. FDN. WALL 100' -0"T.O. WALL 109' -1 1/8"UPPER LEVEL 110' -3 7/8"T.O. UPPER WALL 118' -4"PRE -FINISHED METAL STANDING SEAM METAL ROOFING AT SHED DORMERS 6" 12 " (406) 579-4630www.blackmountainarch.com B L A C K M O U N T A I N A R C H I T E C T U R E 2 0 1 9 A3.2EXTERIORELEVATIONSLANCE PALMER GARAGE 408 S. WILLSON AVE.LOTS 17 & 18, BLOCK 1, FAIRVIEW ADDITION BOZEMAN MT CONSTRUCTIONDOCUMENTS SEPTEMBER 30, 202019080 1/ 4 " = 1 ' - 0 " 1 EA S T 1/ 4 " = 1 ' - 0 " 2 NO R T H 1/ 4 " = 1 ' - 0 " 3 WE S T 1/ 4 " = 1 ' - 0 " 4 SO U T H 408 S WILLSON AVE GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT.2. GENERAL CONTRACTOR TO COORDINATE ARCHITECTURAL DRAWINGS WITH MECHANICAL, ELECTRICAL, AND PLUMBING.APPLICABLE CODES:2018 INTERNATIONAL RESIDENTIAL CODE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL FUEL GAS CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE DESIGN CRITERIA SEISMIC ZONE D0 115 MPH WIND BRACED PANEL SCHEDULE TYPE SUPPORTS FASTENERSSPACING STUDS @ 16" o.c. 8d NAILS 6" o.c. (EDGE) & 12" o.c. (FIELD)STUDS @ 16" o.c. MAX 1-1/4" SCREWS 7" o.c. (EDGE) & 7" o.c. (FIELD)STUDS @ 16" o.c. MAX 1-1/4" SCREWS 7" o.c. (EDGE) & 7" o.c. (FIELD)GB1 = 1/2" GWB - ONE SIDE WSP = 1/2" NOMINAL OSB, ONE SIDE NOTES & ABBREVIATIONS 1. "WSP " REFERS TO WOOD STRUCTURAL PANEL BRACING METHOD PER IRC TABLE R602.10.4. SEE DETAIL 1/A4.1 2. "GB " REFERS TO GYPSUM BOARD BRACING METHOD PER IRC TABLE R602.10.4. SEE DETAIL 3/A4.1 3. "ABW " REFERS TO ALTERNATE BRACED WALL PER IRC TABLE R602.10.4. SEE DETAIL 2/A4.1 4. "PFH " REFERS TO PORTAL FRAME WITH HOLD-DOWNS PER IRC TABLE R602.10.4. SEE DETAIL 4/A4.1WSP - 48 GB1 - 96 GB2 - 48 LENGTH IN INCHES GB2 = GWB - BOTH SIDES 53 " M I N . F O R 1 1 F T W A L L S ; 5 8 " M I N . F O R 1 2 F T W A L L H E I G H T S 48 " M I N . F O R 8 F T , 9 F T & 1 0 F T W A L L H E I G H T S 1/ 2 " N O M I N A L 2 4 / 1 6 W O O D S T R U C T U R A L P A N E L F A S T E N E D TO S T U D S W / 8 d N A I L S @ 6 " O . C . E D G E S & 1 2 " O . C . F I E L D 2X W O O D S T U D S S P A C E D @ 2 4 " O . C . M A X . I N W I N D EX P O S U R E C W I T H M A X . W I N D S P E E D O F 9 0 M P H . E N D NA I L T O T O P & S O L E P L A T E S W / ( 2 ) 1 6 d DO U B L E T O P P L A T E O R S I N G L E T O P P L A T E I F ME T A L P L A T E C O N N E C T O R S A R E U S E D P E R R6 0 2 . 3 . 2 2X S I L L P L A T E , F A S T E N T O R I M O R E N D J O I S T W / ( 3 ) 1 6 d @ 1 6 " O.C . A L O N G L E N G T H O F B R A C E D W A L L P A N E L FL O O R S H E A T H I N G CO N T I N U O U S R I M O R E N D J O I S T . T O E N A I L T O S I L L PL A T E W / 8 d @ 6 " O . C . 2X P . T . S I L L P L A T E CO N C R E T E O R M A S O N R Y FO U N D A T I O N W A L L 1/ 2 " A N C H O R B O L T S S P A C E D 6 ' - 0 " O . C . F O R 1 - S T O R Y B U I L D I N G S & 4 ' - 0 " O . C . F O R 2 - S T O R Y BU I L D I N G S , E M B E D I N T O C O N C R E T E O R G R O U T E D C E L L S O F C M U 7 " M I N I M U M . P R O V I D E MIN I M U M O F ( 2 ) B O L T S P E R S I L L P L A T E S E C T I O N WIT H O N E B O L T L O C A T E D N O T M O R E T H A N 1 2 " OR L E S S T H E N 7 B O L T D I A M T E R S F R O M E A C H E N D O F T H E P L A T E S E C T I O N . P R O V I D E W A S H E R & NU T A T E A . A N C H O R B O L T , S E E W A S H E R N O T E A B O V E . .0 2 2 9 " X 3 " X 3 " M I N . P L A T E W A S H E R S B E T W E E N S I LL P L A T E A N D N U T F O R E N T I R E L E N G T H O F B R A C E D WA L L L I N E E X C E P T W H E R E A P P R O V E D A N C H O R S T R A P S A R E U S E D . T H E H O L E I N T H E P L A T E W A S H E R I S PE R M I T T E D T O B E D I A G O N A L L Y S L O T T E D W I T H A W I DT H O F U P T O 3 / 1 6 " L A R G E R T H A N T H E B O L T DIA M T E R A N D A S L O T L E N G T H N O T T O E X C E E D 1 3 / 4 " , P R O V I D E D A S T A N D A R D C U T W A S H E R I S PL A C E D B E T W E E N T H E P L A T E W A S H E R A N D T H E N U T TO P P L A T E S P L I C E S A T B R A C E D W A L L PA N E L S S H A L L B E F A C E D - N A I L E D WIT H A T L E A S T ( 8 ) 1 6 D N A I L S O N E A . S I D E O F T H E S P L I C E . RO O F T R U S S O R R A F T E R , C O N N E C T T O T O P P L A T E ( S ) T O R E S I S T UP L I F T L O A D S P E R T R U S S M F R . R E C O M M E N D A T I O N S O F P E R T A B L E R8 0 2 . 1 1 PR O V I D E S O L I D 2 X B L O C K I N G B E T W E E N E A . R O O F T R U S S O R R A F T E R AB O V E T H E B R A C E D W A L L P A N E L . A T T A C H E D B L O C K I N G T O T O P P L A T E ( S ) W/ 8 d N A I L S @ 6 " O . C . A L O N G L E N G TH O F B R A C E D W A L L P A N E L . T O P O F BL O C K I N G A L L O W E D T O B E S E T 2 " B E L O W U N D E R S I D E O F R O O F SH E A T H I N G , N A I L B L O C K I N G T O R O O F T R U S S O R R A F T E R E A . S I D E I N AC C O R D A N C E W / T A B L E R 6 0 2 . 3 . 1 VE R T I C A L J O I N T S O F P A N E L SH 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 PR O V I D E 2 X B L O C K I N G @ A L L HO R I Z O N T A L W A L L S H E A T H I N G J O I N T S @ BR A C E D W A L L P A N E L S RO O F SH E A T H I N G TO E N A I L E A . S T U D T O S O L E P L A T E W/ ( 2 ) 1 6 d CO N N E C T W A L L T O F L O O R W / A P P R O V E D U P L I F T FR A M I N G C O N N E C T O R S W H E N U P L I F T L O A D @ BO T T O M O F W A L L E X C E E D S 1 0 0 P L F NO T P E R M I T T E D I N 1 1 F T & 1 2 F T W A L L H E I G H T S 32 " M I N . F O R 8 F T & 9 F T W A L L H E I G H T S ; 3 4 " M I N . F O R 1 0 F T W A L L H E I G H T S CONCRETE FOUNDATION WALL, "ABW" METHOD NOT ALLOWED IN MASONRY FOUNDATION WALLSPANEL MUST BE ATTACHED TO CONCRETE FOUNDATION CONTINUOUS OVER ENTIRE LENGTH OF BRACED WALL LINE PR O V I D E 2 X B L O C K I N G @ A L L HO R I Z O N T A L W A L L S H E A T H I N G JO I N T S @ B R A C E D W A L L P A N E L S 1/ 2 " N O M I N A L W O O D S T R U C T U R A L SH E A T H I N G O N O N E F A C E B R A C E D P A N E L H E I G H T 2X 4 F R A M I N G M I N . D O U B L E S T U D S RE Q U I R E D E A . S I D E O F P A N E L (1 ) H O L D - D O W N E A . S I D E O F P A N E L . 1,8 0 0 L B . H O L D - D O W N F O R C E O R 3,0 0 0 L B H O L D - D O W N F O R C E F O R 1S T F L O O R O F 2 - S T O R I E S . S T R A P TY P E H O L D - D O W N S A R E P E R M I T T E D TO B E A T T A C H E D O V E R T H E W O O D ST R U C T U R A L P A N E L JA C K S T U D U N D E R HE A D E R A S R E Q U I R E D 8d C O M M O N O R G A L V A N I Z E D B O X NA I L S @ 6 " O . C . A T P A N E L E D G E S AN D 4 " O . C . A T P A N E L E D G E S F O R TH E F I R S T O F 2 S T O R I E S 8d C O M M O N O R G A L V A N I Z E D BO X N A I L S @ 1 2 " O . C . A T I N T E R I O R SU P P O R T S 1/2 " G W B F A S T E N E D T O S T U D S W / 1 1 / 4 " T Y P E " W " S C R E W S @ 7 " O . C . ED G E S ( I N C L U D I N G T O P A N D BO T T O M P L A T E S ) & 7 " O . C . F I E L D FU L L H E I G H T B L O C K I N G C O N T I N U O U S AL O N G L E N G T H O F B R A C E D W A L L P A N E L TO E N A I L B L O C K I N G T O T O P P L A T E W / 8 d @ 6" O . C . A L O N G B R A C E D W A L L P A N E L FA C E N A I L S O L E P L A T E T O BL O C K I N G W / ( 3 ) 1 6 d @ 1 6 " O . C . AL O N G B R A C E D W A L L P A N E L FU L L H E I G H T B L O C K I N G CO N T I N U O U S A L O N G L E N G T H OF B R A C E D W A L L P A N E L 1/2 " G W B F A S T E N E D T O S T U D S W / 1 1 / 4 " T Y P E " W " SC R E W S @ 7 " O . C . E D G E S ( I N C L U D I N G T O P A N D BO T T O M P L A T E S ) & 7 " O . C . F I E L D FU L L H E I G H T B L O C K I N G @ 1 6 " O.C . A L O N G L E N G T H O F B R A C E D WA L L P A N E L TO E N A I L ( 3 ) 8 d N A I L S @ EA C H B L O C K I N G M E M B E R FA C E N A I L S O L E P L A T E T O BL O C K I N G W / ( 3 ) 1 6 d @ E A . BL O C K I N G M E M B E R FU L L H E I G H T B L O C K I N G CO N T I N U O U S A L O N G L E N G T H O F BR A C E D W A L L P A N E L PE R P E N D I C U L A R T O J O I S T S PA R A L L E L T O J O I S T S NA I L J O I S T S T O B L O C K I N G ME M B E R W / ( 2 ) 1 6 d E A . S I D E NA I L J O I S T S T O B L O C K I N G ME M B E R W / ( 2 ) 1 6 d E A . S I D E 24 " M I N . @ 2 - S T O R Y B L D G S . 16 " M I N . 1 - S T O R Y (2 ) 2 x 1 2 H E A D E R ( M I N ) MIN . D O U B L E 2 X 6 F R A M I N G w / M I N . 1 / 2 " N O M I N A L WO O D S T R U C T U R A L P A N E L S H E A T H I N G W I T H 8 D CO M M O N O R G A L V A N I Z E D B O X N A I L S @ 3 " O . C . I N AL L F R A M I N G ( S T U D S , B L O C K I N G , A N D S I L L S ) T Y P . HE A D E R T O J A C K S T U D S T R A P P E R T A B L E R6 0 2 . 1 0 . 6 . 4 O N B O T H S I D E S O F O P E N I N G O P P O S I T I E SID E O F S H E A T H I N G ( W H E N P O N Y W A L L I S 2 F E E T TA L L O R L E S S , P R O V I D E 1 , 7 5 0 # S T R A P @ 9 F O O T WID E O P E N I N G S , 3 , 5 5 0 # S T R A P @ 1 6 F O O T W I D E OP E N I N G S , & 4 , 1 0 0 # S T R A P @ 1 8 F O O T W I D E OP E N I N G S ( E X P O S U R E C , 9 0 M P H ) ST H D 1 4 H O L D - D O W N S ( E M B E D D E D I N T O CO N C R E T E A N D N A I L E D I N T O F R A M I N G w / 42 0 0 L B M I N . C A P A C I T Y ) MIN . ( 1 ) 5 / 8 " D I A M E T E R A N C H O R B O L T IN S T A L L E D P E R R 4 0 3 . 1 . 6 - w / 2 " x 2 " x 3 / 1 6 " PL A T E W A S H E R 1 2 ' M A X I M U M T O T A L W A L L H E I G H T FA S T E N S H E A T H I N G T O H E A D E R w / 8 D C O M M O N O R GA L V A N I Z E D B O X N A I L S I N 3 " G R I D P A T T E R N - SH E A T H I N G T O B E C O N T I N U O U S F R O M B L O C K I N G T O TO P E D G E O F H E A D E R ( o r P O N Y W A L L ) 2' - 0 " T O 1 8 ' - 0 " F I N I S H E D W I D T H O F O P E N I N G F O R S I N G L E O R D O U B L E P O R T A L F R A M E EX T E N T O F H E A D E R W I T H S I N G L E P O R T A L F R A M E ( O N E B R A C E D W A L L P A N E L ) MIN . D O U B L E 2 X 6 P O S T ( K I N G & J A C K ST U D S ) I N C R E A S E N U M B E R O F J A C K ST U D S B A S E D O N H E A D E R RE A C T I O N S , S E E B E A M CA L C U L A T I O N S 24 " M I N . @ 2 - S T O R Y B L D G S . 16 " M I N . 1 - S T O R Y MIN . 1 0 0 0 L B . H O L D - DO W N D E V I C E (E M B E D D E D I N T O CO N C R E T E A N D N A I L E D IN T O F R A M I N G ) EX T E N T O F H E A D E R W I T H D O U B L E P O R T A L F R A M E S ( T W O B R A C E D W A L L P A N E L S ) IF N E E D E D , P A N E L S P L I C E E D G E S S H A L L OC C U R O V E R A N D B E N A I L E D T O CO M M O N B L O C K I N G W I T H I N 2 4 " O F WA L L M I D - H E I G H T . O N E R O W O F 3 " O . C . NA I L I N G I S R E Q U I R E D I N E A C H P A N E L ED G E TY P I C A L P O R T A L F R A M E CO N S T R U C T I O N , S E E N O T E S O N L E F T EL E V A T I O N V I E W SE C T I O N V I E W TE N S I O N S T R A P O N OP P O S I T E S I D E O F SH E A T H I N G , S E E NO T E S O N L E F T TE N S I O N S T R A P O N OP P O S I T E S I D E O F SH E A T H I N G FA S T E N T O P P L A T E T O HE A D E R W I T H T W O RO W S O F 1 6 d S I N K E R NA I L S @ 3 " O . C . T Y P . SH E A T H I N G (406) 579-4630www.blackmountainarch.com B L A C K M O U N T A I N A R C H I T E C T U R E 2 0 1 9 A4.1BRACEDPANELDETAILSLANCE PALMER GARAGE 408 S. WILLSON AVE.LOTS 17 & 18, BLOCK 1, FAIRVIEW ADDITION BOZEMAN MT CONSTRUCTIONDOCUMENTS SEPTEMBER 30, 202019080 3/ 4 " = 1 ' - 0 " 1 BR A C I N G M E T H O D " W S P " - W O O D ST R U C T U R A L P A N E L 3/ 4 " = 1 ' - 0 " 2 BR A C I N G M E T H O D " A B W " - A L T E R N A T E BR A C E D W A L L P A N E L 3/ 4 " = 1 ' - 0 " 3 BR A C I N G M E T H O D " G B " G Y P S U M B O A R D 3/ 4 " = 1 ' - 0 " 4 BR A C I N G M E T H O D " P F H " - P O R T A L F R A M E WI T H H O L D - D O W N S