Loading...
HomeMy WebLinkAboutA4.1_Building Sections 03-16-18Ai r B a r r i e r Keyed Notes - Building Sections A4.1Bozeman Montana A COMMERCIAL / MIXED USE PROJECT FOR :THE MONARCH Lot 1-A-2 10-11-17 17.115 ev2 Job #:v 2 NOT FOR CONSTRUCTION1535 liberty lane suite 110b missoula, montana 59808 1 east main street suite 204 bozeman, montana 59715 phone: 406.540.4437 CONCEPT REVIEW 11-21-17 SE E 2 0 1 5 I E C C C H A P T E R 4 . SE E E N E R G Y S U M M A R Y S H E E T A 0 . 2 TH E F O L L O W I N G S H A L L B E C A U L K E D , G A S K E T E D , W E A T H E R S T R I P P E D , O R OT H E R W I S E S E A L E D W I T H A N A I R B A R R I E R M A T E R I A L , S U I T A B L E F I L M O R SO L I D M A T E R I A L : SE E A 0 . 5 - A L L J O I N T S , S E A M S A N D P E N E T R A T I O N S - S I T E B U I L T W I N D O W S , D O O R S A N D S K Y L I G H T S - O P E N I N G S B E T W E E N W I N D O W A N D D O O R A S S E M B L I E S A N D T H E I R RE S P E C T I V E J A M B S A N D F R A M I N G - U T I L I T Y P E N E T R A T I O N S - D R O P P E D C E I L I N G S O R C H A S E S A D J A C E N T T O T H E T H E R M A L E N V E L O P E - K N E E W A L L S - W A L L S A N D C E I L I N G S E P A R A T I N G A G A R A G E F R O M C O N D I T I O N E D S P A C E S -B E H I N D T U B S A N D S H O W E R S O N E X T E R I O R W A L L S -C O M M O N W A L L S B E T W E E N D W E L L I N G U N I T S -A T T I C A C C E S S O P E N I N G S -R I M J O I S T J U N C T I O N -A L L O T H E R S O U R C E S O F I N F I L T R A T I O N BEAM, SEE STRUCTURAL.RETURN HANDRAIL TO WALL.TJI ROOF FRAMING, SEE STRUCTURAL.TRUSS FLOOR FRAMING, SEE STRUCTURAL.1 2 3 4 5 6 87 9 10 MECHANICAL EQUIPMENT. EQUIPMENT PAD, STEEL ANGLES, PIPING, ROO F PENETRATIONS, FLASHING AS REQ'D. BY MECHANICAL CONTRACTOR.COORDINATE WITH MECH. & STRUCT. DWGS. SEE ROOF PLAN.HANDRAIL BOTH SIDES OF STAIRS. PER CODE. HANDRAILS TO EXTEND 1'-0"FROM THE NOSE OF TOP AND BOTTOM RISER.GUARDRAIL, SEE A8.4. GR I D L I N E # FL O O R T Y P E S - S E E A 0 . 2 F- # IN T E R I O R W A L L T Y P E S - S E E A 0 . 2 I- A EX T E R I O R W A L L T Y P E S - S E E A 0 . 2 SE E E X T E R I O R E L E V A T I O N S F O R CH A N G E S I N S I D I N G E- 1 RO O F T Y P E S - S E E A 0 . 2 R- # A P E R F O R A T E D R I G I D P L A S T I C D R A I N LI N E I N S T A L L E D B E H I N D T H E B A S E O F TH E W A L L S T H A T E X T E N D S B E L O W AD J A C E N T G R A D E I S R E C O M M E N D E D TO P R E V E N T H Y D R O S T A T I C L O A D I N G ON T H E W A L L S . T H E I N V E R T O F A DR A I N L I N E A R O U N D A B E L O W G R A D E BU I L D I N G A R E A O R E X T E R I O R RE T A I N I N G W A L L S H O U L D B E P L A C E D NE A R F O U N D A T I O N B E A R I N G L E V E L . TH E D R A I N L I N E S H O U L D B E S L O P E D TO P R O V I D E P O S I T I V E G R A V I T Y DR A I N A G E . T H E D R A I N L I N E S H O U L D BE S U R R O U N D E D B Y C L E A N , FR E E - D R A I N I N G A G G R E G A T E S H O U L D BE E N C A P S U L A T E D I N A F I L T E R FA B R I C . T H E G R A N U L A R F I L L S H O U L D EX T E N D T O W I T H I N 2 F E E T O F F I N A L GR A D E , W H E R E I T S H O U L D B E CA P P E D W I T H C O M P A C T E D CO H E S I V E F I L L T O R E D U C E IN F I L T R A T I O N O F S U R F A C E W A T E R IN T O T H E D R A I N S Y S T E M . TALLER PARAPET @ STAIR TO ACT AS RTU SCREENING WALL TPO ROOFING WITH TAPERED INSULATION SLOPED TO ROOF DRAINS. SEE ROOF PLAN. 1. P A I N T A L L E X P O S E D P V C V E N T O R E X H A U S T S B R O W N O N R O O F S . Ge n e r a l N o t e s - B u i l d i n g S e c t i o n s Le g e n d - B u i l d i n g S e c t i o n s No t e 1 2 3 4 5 7 9 10 11 12 13 6 8 SC A L E : 1 Bu i l d i n g S e c t i o n 1/ 4 " = 1 ' - 0 " 1 ' - 8 3 / 4 " 1 0 ' - 3 1 / 4 " 1 3 ' - 0 " 1 ' - 8 3 / 4 " 9 ' - 1 1 / 8 " 1 2 5 3 1 2 5 3 3 4 4 44 7 7 8 12 2 12 2 12 3/ 8 12 3/ 8 SE E 3 / A 0 . 3 F O R FO U N D A T I O N D R A I N IN F O R M A T I O N FR O S T W A L L DA M P R O O F I N G W I L L BE R E Q U I R E D P E R SO I L S R E P O R T SEE 3/A0.3 FOR FOUNDATION DRAIN INFORMATIONFROST WALL DAMPROOFING WILL BE REQUIRED PER SOILS REPORT R- 1 R- 2 R-2 F- 1 F- 1 F- 2 F- 2 F- 6 F- 6 F- 6 F-6 1 ' - 0 5 / 8 " 3 ' - 0 " E- 1 E- 1 I- A I- D I- D * I- A E-1E-1 I- G I-G I- C * I- C * I- E I- E I- C * I- C * I- E I- E GRADE 100'-0"T.O. SHEATHING MAIN FLOOR 106'-0"T.O. BASEMENT SLAB 94'-0"T.O. SHEATHING 2ND FLOOR 120'- 8 3/4"T.O. ROOF SHEATHING 130'- 10 1/2"T.O. SHED ROOF 139'- 7" ±STANDING SEAM METAL ROOF, INSTALL IN STRICT CONFORMANCE TO MFR INSTRUCTIONS, SEE SPEC AND ROOF PLAN.9 9 6 10 T.O. PARAPET 133'- 2 1/2" ±T.O. PARAPET 135'- 2 1/2" ±