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HomeMy WebLinkAbout003 - A3-1 Floor Plans - PH1 Office BuildingDN WH WH 4' - 0"28' - 0"4' - 0"15' - 0"76' - 0"4' - 0"36' - 0"4' - 0"5 1/2"4' - 4"4' - 4"5 1/2"4' - 0"5' - 4"5 1/2"11' - 1"9' - 9"3 1/2"8' - 2"6' - 6"3 1/2"6' - 6"1' - 6" 1' - 6"4' - 0"6' - 6"12' - 8"12' - 6"8' - 8"12' - 6"12' - 8"6' - 6"4' - 0"2' - 10"4' - 0"1' - 2"12' - 0"1' - 2"4' - 0"2' - 10" A4-1 1 A4-22A4-1 2 A4-2 11' - 1"6' - 6"1' - 1"1119 SF TENANT SPACE 1 120 172 SF STAIRS 124 52 SF TOILET 121 52 SF TOILET 122 1119 SF TENANT SPACE 2 123 G A A A B A A A 123A 124 123B4' - 0"4' - 0"8' - 0"12' - 0"8' - 0"4' - 0" 36' - 0"4' - 0"3' - 10"4' - 0"3' - 0"4' - 0"3' - 0"4' - 0"7' - 11"3' - 0"3' - 3"3' - 3"3' - 0"7' - 11"4' - 0"3' - 0"4' - 0"3' - 0"4' - 0"3' - 10"A2-1 3 5' - 4"5 1/2"6' - 4"5 1/2"4' - 0" 54 SF ELEVATOR 125 42 SF ELEV. EQUIP. 126126 6' - 0"4"6' - 9 1/2"3 1/2"6' - 9 1/2"2' - 6"M/E/PCLOSETM/E/PCLOSET2 A5-1 123C 120C 123D 121 122 G 120A 120B PROPOSED E.V. CHARGING STATION 2' - 3 3/4"5' - 0"13' - 4 1/2"5' - 0"2' - 3 3/4" A4-1 1 A4-22A4-1 2 A4-2 1 6' - 6"3 1/2"6' - 6"1' - 6" 1' - 6" 1119 SF TENANT SPACE 3 220 1119 SF TENANT SPACE 4 223 52 SF TOILET 221 52 SF TOILET 222 218 SF STAIRS 224 D A A A A B A A A ADA A A A D A A A A 76' - 0"4' - 0"4' - 0"3' - 10"4' - 0"3' - 0"4' - 0"3' - 0"4' - 0"7' - 11"3' - 0"3' - 3"3' - 3"3' - 0"7' - 11"4' - 0"3' - 0"4' - 0"3' - 0"4' - 0"3' - 10"4' - 0"3' - 0"4' - 0"4' - 6"5' - 0"4' - 6"4' - 0"3' - 0"4' - 0" 36' - 0" 4' - 0"28' - 0"4' - 0" 2' - 8"4' - 0"4' - 10"5' - 0"4' - 10"4' - 0"2' - 8"4' - 0"3' - 10"4' - 0"3' - 0"4' - 0"3' - 0"4' - 0"11' - 8"5' - 0"11' - 8"4' - 0"3' - 0"4' - 0"3' - 0"4' - 0"3' - 10"4' - 0"8' - 2"72' - 0"16' - 10 1/2"9' - 9"8' - 5 1/2" 5' - 4"7' - 3"3' - 11 1/2" 54 SF ELEVATOR 225 6' - 6"2' - 6"2' - 1 3/4"6' - 9 1/2"3 1/2"6' - 9 1/2"2' - 1 3/4"220B 223B 221 222 223A 220A M/E/PCLOSETM/E/PCLOSET2 A5-1 SLOPE 1/8" PER FOOT 6" CONC. SLAB W/ #4 BARS AT 16" O.C. EA. WAY OVER 6" GRAVEL OVER COMPACT SOIL... HEAVY DUTY WHEELS AND 3/4" DIA. CANE BOLTS AT EA. GATE BOTTOM TYP. 3 CU. YD. CONTAINER BY OTHERS HEAVY DUTY SEALED BALL BEARING HINGES WELDED TO GATE FRAME AND PIPE SUPPORTS W/ >180 DEG. SWING TYP. 6"12' - 0"12' - 6"6"12' - 0"6"2" STEEL CHANNEL FRAME TOP AND BOTTOM & SIDES TYP. DRILL 3/8" DRAIN HOLES @ 12" O.C. IN BOTTOM CHANNEL. PAINT ALL TO MATCH SIDING. METAL SIDING - PROFILE AND COLOR TO MATCH BUILDING TYP. SCREW SIDING TO CHANNELS @ 6" MAX. FULL PERIMETER. 8" DIA. STEEL PIPE CORNER & INTERMEDIATE SUPPORT SET IN 16" DIA. x 48"D SONO TUBE CONC. FNDN. TYP.4' - 0"(2) 8" DIA. x 42" HIGH STEEL PIPE BOLLARDS 48" DEEP IN 16" DIA. SONO TUBE CONC. FNDN. PAINT SAFETY YELLOW.4' - 0"4' - 0"6" CONC. SLAB W/ #4 BARS @ 16" O.C. EA. WAY OVER 6" GRAVEL OVER COMPACT SOIL PER GEOTECH REPORT TYP.6' - 0"6' - 0"1' - 6" (4 EA. SIDE) HEAVY DUTY SEALED BALL BEARING HINGES WELDED TO GATE FRAME AND PIPE SUPPORTS TYP. 8" DIA. STEEL PIPE CORNER SUPPORT SET IN 16" DIA. x 48"D SONO TUBE CONC. FNDN. TYP.5' - 0"6"8' - 10"TRASH ENCLOSURE PLAN TRASH ENCLOSURE FRONT ELEVATION 1x1 T.S. CROSS BRACING @ BACK SIDE OF EA. GATE. 6' - 0"6' - 0"6" METAL SIDING - PROFILE AND COLOR TO MATCH BUILDING TYP. SCREW SIDING TO CHANNELS @ 6" MAX. FULL PERIMETER. 6" CONC. SLAB W/ #4 BARS AT 16" O.C. EA. WAY OVER 6" GRAVEL OVER COMPACT SOIL... 8" DIA. STEEL PIPE CORNER SUPPORT W/ 1/4" MIN. STL. CAP FULLY WELDED ON TOP SET IN 16" DIA. x 48"D SONO TUBE CONC. FNDN. TYP.5' - 0"6"TRASH ENCLOSURE SIDE ELEVATION6' - 0"8' - 10"8" 8"7' - 4"7.13°3' - 5 9/16"3' - 5 1/4"3' - 5 1/4"3' - 5 1/4"2" 2" METAL SIDING - PROFILE AND COLOR TO MATCH BUILDING TYP. SCREW SIDING TO CHANNELS @ 6" MAX. FULL PERIMETER. 2" STEEL CHANNEL FRAME TOP AND BOTTOM & SIDES TYP. DRILL 3/8" DRAIN HOLES @ 12" O.C. IN BOTTOM CHANNEL. PAINT ALL TO MATCH SIDING. STANDING SEAM METAL ROOFING PER SPEC'S SCREWED TO T.S. 4x4 PURLINS OVER T.S. 4x8 BEAMS, CAP ALL OPEN ENDS TYP. STANDING SEAM METAL ROOFING PER SPEC'S SCREWED TO T.S. 4x4 PURLINS OVER T.S. 4x8 BEAMS, CAP ALL OPEN ENDS TYP. 8"8"HIP AND HUMBLE ARCHITECTURE, LLC COPYRIGHT 2019418 South 5th Avenue Bozeman, MT 59715 406.581.3832 Bob@hahaarchitect.com PROJECT #:REVDESCDATEPHASEPRESDDDCDDATE1234HIP AND HUMBLE ARCHITECTURE, LLC A3-1 06.08.23FLOOR PLANS - PHASE 1OFFICE BUILDINGCURRENT LANDING, LLCOUTDOOR REC. FACILITYLOT 2 - PARKWAY PLAZAMASTER SITE PLAN2021------------ 3/16" = 1'-0"A3-1 1 1ST FLOOR - PHASE 1 OFFICE BLDG 3/16" = 1'-0"A3-1 2 2ND FLOOR - PHASE 1 OFFICE BLDG N WINDOW SCHEDULE WINDOW SIZE HEAD DETAIL JAMB DETAIL SILL DETAIL COMMENTS A 48" x 48"DOUBLE CASEMENT B 36" x 24"AWNING C 72" X 72"DOUBLE CASEMENT D 60" X 60"DOUBLE CASEMENT E 48" x 60"DOUBLE CASEMENT F 6' 0" x 7' 0"ALUMINUM STOREFRONT G 7'-0" x 4'-0"ALUMINUM STOREFRONT WINDOW NOTES: 1. SELECTED WINDOW MFR. TO VERIFY EGRESS SIZES. 2. CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS WITH WINDOW MFR. 3. HEAD HEIGHTS ARE GIVEN TO TOP OF WINDOW FRAME ONLY. 4. PROVIDE TEMPERED GLAZING WHERE REQUIRED BY CODES. 5. PROVIDE WINDOW FALL PROTECTION WHERE SILL IS WITHIN 24" OF FLOOR AND GREATER THAN 72" TO FINISHED GRADE. 6. ALL WINDOW GLAZING TO BE 1" INSULATED LOW-E TYPE. 1/4" = 1'-0"A3-1 3 TRASH ENCLOSURE DETAILS1