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HomeMy WebLinkAbout008 - A3-1-1 - MAIN FLOOR PLAN - BLDG 01A4-1 A4-21 2 1 A4-5 1 A4-5 1 5 B GF OFFICE 01 100 GARAGE 'A' 105 GARAGE 'C' 103 GARAGE 'B' 104 1' - 4"1' - 0"48' - 2"5' - 4"23' - 6"3' - 0" 5' - 4"23' - 6"39' - 0"39' - 0"13' CLG 13' CLG 1 2 2 A4-4 2 A4-4 1 A4-4 1 A4-4 5"2' - 6"6' - 5"20' - 0"1' - 2"6' - 5"2' - 6"5"3 4 3' - 4"5' - 7"2' - 0"18' - 0"2' - 0"5' - 7"3' - 4"2' - 0"2' - 0"2' - 0" CORRIDOR 106 EXIT ACCESS STAIR 102 103A 105A 105B 104B 103B CLCL16' - 0"16' - 6 7/8" 82' - 4" H A4-2 2 DA 2 A4-5 2 A4-5 E 1 A6-1 2 4 RISERS @ TREADS @ 6 3/8"28 11"27 14' - 4"10' - 4"13' - 10 1/2"2' - 0" 3 A4-5 3 A4-5 C 3 C03C03 C03 H H H 104A 14' - 4"5' - 2"5' - 2"14' - 4"H 106B A3-1-1 2 39' - 0"7 7 7 7 9 9 RR02 110 MECH 02 109 MECH 01 107 RR 01 101 3 A4-4 3 A4-4 3' - 0" A6-1 3 A6-1 5 E01E01E02 E04 E13 I05 I06 I06 I06 E01E02 E04 E04 E01E02 I01 I01 2' - 3 1/8" E01 5' - 4" I09 I09 I05 6' - 6"7' - 4 1/2"7' - 4 1/2"6' - 6"A6-2 5 2' - 6"A 4 1/2"2' - 6 1/4"9' - 0"3' - 5 3/4"9' - 0"3' - 5 3/4"9' - 0"2' - 6 1/4"4 1/2"2' - 5"10' - 0 1/2"2' - 5"10' - 1"2' - 5"10' - 0 1/2"2' - 5"12' - 3 3/4"5 1/2"12' - 6 1/2"5 1/2"12' - 3 3/4"3' - 5" H H H H F02 3' - 10"4' - 6"5' - 6"4' - 6"5' - 6"4' - 6"5' - 6"4' - 6"9' - 2" 47' - 6"7' - 0"23' - 6" 3' - 10"4' - 6"5' - 6"4' - 6"5' - 6"4' - 6"5' - 6"4' - 6"10' - 10" 1' - 4"1' - 0"48' - 2"5' - 4"23' - 6"3' - 0"5" 82' - 4"5 1/2"5' - 6"5 1/2"C AC 5 1/2"5' - 6"5 1/2"E12 E12 E02 E09 E02 E09 E09 E09 E09 E09 I06 I06 I06 I06 I06 I06 8 7' - 1 3/8" 9 5/8" 4' - 10 3/4"10' - 11 1/8"5' - 0"29' - 0"5' - 0"5' - 9 1/2" 2' - 1 1/2"1' - 2 1/2"5' - 0"GROSS SQUARE FOOTAGE BUILDING SQUARE FOOTAGE (EXT F.O.F) MAIN FLOOR = 2959 SF (STAIRS INCLUDED) SECOND FLOOR = 3093 SF TOTAL 6052 SF NOTE: ROOM SQUARE FOOTAGES ARE CALC'D FROM INTERIOR FINISH FACE OF WALL NET SQUARE FOOTAGE BUILDING 01 SQUARE FOOTAGE (INT F.O.F/C.L. DEMISING WALLS) OFFICE 01 =1573 SF MECH 01 RM= 50 SF UNIT A =1452 SF MECH 02 RM= 42 SF UNIT B = 696 SF CORRIDOR 01=167 SF UNIT C = 696 SF CORRIDOR 02=135 SF GARAGE A=285 SF GARAGE B= 297 SF GARAGE C= 285 SF 1-HOUR FIRE BARRIER OR PARTITION 30 MINUTE FIRE PARTITION 2-HOUR FIRE BARRIER OR HORIZONTAL BARRIER WALL TYPE LEGEND LEGEND -PLAN DEMO WALL KEYNOTE11 LINE OF WALL ABOVE/BELOW (E) WALL (N) WALL DEMO EXISTING NEW (E) =EXISTING(N) = NEW PLAN NOTES 1. WDW MFR TO VERIFY TEMPERED LOCATIONS AND EGRESS SIZES. 2. T.O. WDW HEAD HGTS GIVEN TO TOP OF WDW FRAME ONLY. 3. WDW DIMENSIONS ARE BASED ON WDW MANUF. VERIFY ROUGH OPENINGS WITH CHOSEN MFR 4. TOILET SHOWN BASED ON 29 3/4" L x 18 1/8"W x 16 1/2" H TOILET W/ 1" OFFSET FROM WALL. ELONGATED, COMFORT HGT 5. COUNTERTOPS ASSUMED 1 1/2" OVERHANG TYP. 25.5" DEEP IN KITCHEN, 22.5" DEEP VANITIES 6. ROOM SF NUMBERS ARE MEASURED FROM FACE OF INT FINISH STEEL TUBE COLUMN PER STRUCTURAL 1/2" TYPE 'X' (2) LAYERS OF 5/8" TYPE 'X' 22 OR 24GA. GALV STEEL, PER DETAIL BELOW DRAWN BY:PROJECT #:REVDESCDATEPHASEPRE SDDDCDDATE1234A3-1-1 06.14.22MAIN FLOOR PLAN - BLDG 01COOLMORE BLDG 013740 EQUESTRIAN LNBOZEMAN, MT 59715SITE PLAN REVIEW---Author12-14-16-------1/4" = 1'-0"A3-1-1 1 MAIN FLOOR PLANN PLAN KEY NOTES # CONTENT 1 2 HR RATED WALL-STRUCTURAL SUPPORTING 2 HR FLR ASSEMBLY 2 5' FSD=10% ALLOWED NP,NS 3 PER IBC 12' X60%=7.2' MAX AWNING ENCROACHMENT ON RIGHT OF WAY 4 MIN 5' AVERAGE DEPTH ALONG 2/3 OF FACADE MIN. PER C.O.B. TABLE 38.510.030.B 5 ROOF HATCH TO AC UNITS ABOVE. LANDING PROVIDED AT LADDER BOTTOM 6 FURNACE. SEE ELEC PLAN 7 LINE OF ROOF ABOVE 8 UTILITY METERS. SEE CIVIL SITE PLAN 9 SWING IN -UNDER MAX OCC LOAD FOR OUT SWING 10 ROOF BELOW 1 1/2" = 1'-0"A3-1-1 2 2HR COLUMN - STEEL