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HomeMy WebLinkAbout043 A05.3 BLDG 5 - TYPE 4-C - TRANSPARENCY1.01.11.21.32.12.2 2 . 3 3 . 1 3 . 2 3 . 3 4 . 1 4 . 2 4 . 3 5 . 1 5 . 2 1.01.11.21.32.12.2 2 . 3 3 . 1 3 . 2 3 . 3 4 . 1 4 . 2 4 . 3 5 . 1 5 . 2 T . O . F O O T I N G @ C R A W L 9 4 ' - 1 1 3 4 " T.O. FOOTING @ CRAWL94'-11 34" T . O . S U B F L O O R 1 0 0 ' - 0 " T . O . C O N C 9 9 ' - 9 3 4 " T . O . P L A T E - M A I N L E V E L 1 0 9 ' - 1 1 8 " T . O . S U B F L O O R - 2 N D L E V E L 1 1 0 ' - 7 7 8 " T . O . P L A T E - 2 N D L E V E L 1 1 9 ' - 9 " M A X H E I G H T L I M I T ≥ 3 : 1 2 1 4 4 ' - 6 1 2 " ( 4 6 ' A B O V E G R A D E ) T . O . H E E L - G A B L E 1 1 2 1 ' - 9 " T . O . H E E L - G A B L E 2 1 2 4 ' - 9 " T . O . H E E L - G A B L E 3 1 2 6 ' - 9 " T . O . T R U S S - G A B L E 3 1 3 4 ' - 2 " T . O . T R U S S - G A B L E 2 1 3 4 ' - 9 " T . O . T R U S S - G A B L E 1 1 2 9 ' - 0 " T.O. SUBFLOOR100'-0"T.O. CONC99'-9 34"T.O. GRADE - FRONT98'-6 12"T.O. PLATE - MAIN LEVEL109'-1 18"T.O. SUBFLOOR - 2ND LEVEL110'-7 78"T.O. PLATE - 2ND LEVEL119'-9"MAX HEIGHT LIMIT ≥ 3:12144'-6 12" (46' ABOVE GRADE)T.O. HEEL - GABLE 1121'-9"T.O. HEEL - GABLE 2124'-9"T.O. HEEL - GABLE 3126'-9"T.O. TRUSS - GABLE 3134'-2"T.O. TRUSS - GABLE 2134'-9"T.O. TRUSS - GABLE 1129'-0" T . O . G R A D E - F R O N T 9 8 ' - 6 1 2 " 12121212 1 2 1 2 1 2 1 2 EX-01EX-03EX-03 E X - 0 6 E X - 0 2 E X - 0 5 E X - 0 1 E X - 0 3 E X - 0 3 E X - 0 6 E X - 0 2 E X - 0 5 E X - 0 1 E X - 0 3 E X - 0 3 E X - 0 6 E X - 0 2 E X - 0 5 E X - 0 6 4:12 4:12 4:12 4:12 EX-01EX-03EX-03 EX-06EX-02EX-05 EX-06 4:124:12 P R O J E C T N U M B E R : DATENO.ISSUED FOR SITE PLAN SUBMITTAL 1 11/15/2021 2 0 2 1 0 6 C O P Y R I G H T © 2 0 2 1 PROOF Architecture 3 7 E . M a i n S t r e e t , S u i t e 1 0 B o z e m a n , M o n t a n a 5 9 7 1 5 4 0 6 . 5 7 0 . 3 2 3 5 i n f o @ p r o o f a r c h . c o m AUTUMN GROVE CONDOMINIUMS BUILDING 5 / TYPE 4-C BLOCK 2 / LOT 5 WEST WINDS SUBDIVISION PH 5 BOZEMAN, MONTANA ACD F G B.2B.1ACD E . 2 F G B.2B.1 E . 1 E . 2 E . 1 T . O . S U B F L O O R 1 0 0 ' - 0 " T.O. SUBFLOOR100'-0" T . O . F O O T I N G @ C R A W L 9 4 ' - 1 1 3 4 " T.O. FOOTING @ SLAB95'-11 34" T . O . C O N C 9 9 ' - 9 3 4 " T.O. CONC99'-9 34"T.O. GRADE - REAR99'-3" T . O . G R A D E - F R O N T 9 8 ' - 6 1 2 " T . O . P L A T E - M A I N L E V E L 1 0 9 ' - 1 1 8 " T.O. PLATE - MAIN LEVEL109'-1 18" T . O . S U B F L O O R - 2 N D L E V E L 1 1 0 ' - 7 7 8 " T.O. SUBFLOOR - 2ND LEVEL110'-7 78" T . O . P L A T E - 2 N D L E V E L 1 1 9 ' - 9 " T.O. PLATE - 2ND LEVEL119'-9" M A X H E I G H T L I M I T ≥ 3 : 1 2 1 4 4 ' - 6 1 2 " ( 4 6 ' A B O V E G R A D E ) MAX HEIGHT LIMIT ≥ 3:12144'-6 12" (46' ABOVE GRADE) T . O . H E E L - G A B L E 1 1 2 1 ' - 9 " T.O. HEEL - GABLE 1121'-9" T . O . H E E L - G A B L E 2 1 2 4 ' - 9 " T.O. HEEL - GABLE 2124'-9" T . O . H E E L - G A B L E 3 1 2 6 ' - 9 " T.O. HEEL - GABLE 3126'-9" T . O . T R U S S - G A B L E 3 1 3 4 ' - 2 " T.O. TRUSS - GABLE 3134'-2" T . O . T R U S S - G A B L E 2 1 3 4 ' - 9 " T.O. TRUSS - GABLE 2134'-9" T . O . T R U S S - G A B L E 1 1 2 9 ' - 0 " T.O. TRUSS - GABLE 1129'-0"124124123412 E X - 0 6 4:12 EX-06 4:12EX-01EX-01EX-04 E X - 0 5 T . O . S U B F L O O R 1 0 0 ' - 0 " T . O . S U B F L O O R 1 0 0 ' - 0 " T . O . F O O T I N G @ S L A B 9 5 ' - 1 1 3 4 " T . O . F O O T I N G @ C R A W L 9 4 ' - 1 1 3 4 " T . O . C O N C 9 9 ' - 9 3 4 " T . O . C O N C 9 9 ' - 9 3 4 " T . O . G R A D E - F R O N T 9 8 ' - 6 1 2 " T . O . G R A D E - R E A R T . O . P L A T E - M A I N L E V E L 1 0 9 ' - 1 1 8 " T . O . P L A T E - M A I N L E V E L 1 0 9 ' - 1 1 8 " T . O . S U B F L O O R - 2 N D L E V E L 1 1 0 ' - 7 7 8 " T . O . S U B F L O O R - 2 N D L E V E L 1 1 0 ' - 7 7 8 " T . O . P L A T E - 2 N D L E V E L 1 1 9 ' - 9 " T . O . P L A T E - 2 N D L E V E L 1 1 9 ' - 9 " M A X H E I G H T L I M I T ≥ 3 : 1 2 1 4 4 ' - 6 1 2 " ( 4 6 ' A B O V E G R A D E ) M A X H E I G H T L I M I T ≥ 3 : 1 2 1 4 4 ' - 6 1 2 " ( 4 6 ' A B O V E G R A D E ) T . O . H E E L - G A B L E 1 1 2 1 ' - 9 " T . O . H E E L - G A B L E 1 1 2 1 ' - 9 " T . O . H E E L - G A B L E 2 1 2 4 ' - 9 " T . O . H E E L - G A B L E 2 1 2 4 ' - 9 " T . O . H E E L - G A B L E 3 1 2 6 ' - 9 " T . O . H E E L - G A B L E 3 1 2 6 ' - 9 " T . O . T R U S S - G A B L E 3 1 3 4 ' - 2 " T . O . T R U S S - G A B L E 3 1 3 4 ' - 2 " T . O . T R U S S - G A B L E 2 1 3 4 ' - 9 " T . O . T R U S S - G A B L E 2 1 3 4 ' - 9 " T . O . T R U S S - G A B L E 1 1 2 9 ' - 0 " T . O . T R U S S - G A B L E 1 1 2 9 ' - 0 " 9 8 ' - 3 " A C D F G B . 2 B . 1 A C D E . 2 F G B . 2 B . 1 E . 1 E . 2 E . 1 3 1 2 4 1 2 4 1 2 E X - 0 2 E X - 0 4 E X - 0 5 E X - 0 1 E X - 0 3 E X - 0 6 12:12 A05.3 TRANSPARENCY CALCULATIONS - PRIMARY ELEVATION18" = 1'-0"1 A 0 5 . 3 B U I L D I N G 5 T R A N S P A R E N C Y C A L C U L A T I O N S A05.3 TRANSPARENCY CALCULATIONS - PROJECT LEFT ELEVATION18" = 1'-0"2 A 0 5 . 3 T R A N S P A R E N C Y C A L C U L A T I O N S - P R O J E C T R I G H T E L E V A T I O N 1 8 " = 1 ' - 0 " 3 71.3 SF71.3 SF 1 3 . 9 S F 3 0 . 0 S F 7 1 . 3 S F 7 1 . 3 S F 1 3 . 9 S F 3 0 . 0 S F 7 1 . 3 S F 7 1 . 3 S F 1 3 . 9 S F 3 0 . 0 S F 1 6 ' - 6 " W E A T H E R P R O T E C T I O N 1 6 ' - 0 " W E A T H E R P R O T E C T I O N 1 6 ' - 0 " W E A T H E R P R O T E C T I O N T O T A L E L E V A T I O N A R E A : T R A N S P A R E N C Y C A L C S - P R I M A R Y E L E V A T I O N G L A Z I N G A R E A R E Q U I R E D @ 1 5 % : G L A Z I N G A R E A P R O V I D E D : T R A N S P A R E N C Y D E P A R T U R E R E Q U E S T E D F O R T H I S E L E V A T I O N ? N O T E S 1 . F A C A D E T R A N S P A R E N C Y R E Q U I R E M E N T S P E R L A N D S C A P E D B L O C K F R O N T A G E S T A N D A R D S O F B M C T A B L E 3 8 . 5 1 0 . 0 3 0 . C 2 , 9 8 3 S F 4 4 7 . 5 S F 7 4 6 . 0 N O 71.3 SF71.3 SF13.9 SF 30.0 SF16'-0"WEATHER PROTECTION18.8 SF18.8 SF 12.0 SF12.0 SF12.0 SF 7 5 . 0 S F 5 2 . 5 S F 7 ' - 6 " W E A T H E R P R O T E C T I O N TOTAL ELEVATION AREA:TRANSPARENCY CALCS - PROJECT LEF T E L E V A T I O N GLAZING AREA REQUIRED @ 15%:GLAZING AREA PROVIDED:TRANSPARENCY DEPARTURE REQUESTED FOR THIS ELEVATION?NOTES1. FACADE TRANSPARENCY REQUIREMENTS PER LANDSCAPED B L O C K F R O N T A G E STANDARDS OF BMC TABLE 38.510.030.C2. SEE ARCHITECTURAL NARRATIVE FOR TRANSPARENCY DEPAR T U R E R E Q U E S T 1 , 4 4 3 S F 2 1 6 . 5 S F 2 0 1 . 1 S F Y E S - 1 3 . 9 % P R O V I D E D 1 8 . 8 S F 1 8 . 8 S F 7 5 . 0 S F 7 5 . 0 S F 6 ' - 3 " W E A T H E R P R O T E C T I O N T O T A L E L E V A T I O N A R E A : T R A N S P A R E N C Y C A L C S - P R O J E C T R I G H T E L E V A T I O N G L A Z I N G A R E A R E Q U I R E D @ 1 5 % : G L A Z I N G A R E A P R O V I D E D : T R A N S P A R E N C Y D E P A R T U R E R E Q U E S T E D F O R T H I S E L E V A T I O N ? N O T E S 1 . F A C A D E T R A N S P A R E N C Y R E Q U I R E M E N T S P E R L A N D S C A P E D B L O C K F R O N T A G E S T A N D A R D S O F B M C T A B L E 3 8 . 5 1 0 . 0 3 0 . C 1 , 2 2 8 S F 1 8 4 . 2 S F 1 8 7 . 6 S F N O