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Site Plan and ElevationsCOVER SHEETCS MG MG DATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: Tel. 541.771.6285 CONSULTANTS © MG Architect 2018TOPAZ OFFICE BLDG SILVER STONE CAMPUS 4/27/2020 18.031905 S. TOPAZ WAY MERIDIAN, ID MIKE GORMAN ARCHITECT 1905 S TOPAZ WAY OWNER ARCHITECT CONTRACTOR MIKE GORMAN ARCHITECT BEND, OREGON 97702 PH. 541-771-6285 CONTACT: MIKE GORMAN EMAIL: mgorman@bendbroadband.com SAUCERMAN CONSTRUCTION 1233 NORTH MAIN STREET MERIDIAN, IDAHO 83642 PH. 208-846-7808 FAX 541.296.5072 CONTACT: PAUL SAUCERMAN EMAIL: paul@saucermanci.com INDEX OF DRAWINGS MERIDIAN, IDAHO PROJECT DIRECTORY BIDDER DESIGN CONTACT: EMAIL: VICINITY MAP MECHANICAL/ELECTRICAL/PLUMB. DEFERRED SUBMITTALS • ROOF TRUSSES• MECHANICAL Ashley & Vance Engineering, Inc. 37 NW Franklin Ave, Bend, OR 97701 541-647-1445 CONTACT: John Fisher EMAIL: john@ashleyvance.com STRUCTURAL: PROJECT SITE KEVIN SPENCER 63026 NE LOWER MEDADOW DR STE 200 BEND, OR 97001 PH: 541-389-0070 CONTACT: KEVIN SPENCER EMAIL: PERMIT REVIEW PACKAGE NOVEMBER 9, 2018GENERAL: CS - COVER SHEET CIVIL 1 COVER SHEET 2 SITE PLAN DIMENSIONS 3 GRADING AND DRAINAGE LANDSCAPE L1.0 ARCHITECTURAL: A0.1 - GENERAL INFORMATION A0.2 - GENERAL INFORMATION A0.3 - GENERAL INFORMATION A1.0 - SITE PLAN A1.1 - SITE DETAILS A2.0 - MAIN FLOOR PLAN & CODE SUMMARY A3.0 - ROOF PLAN A4.0 - EXTERIOR ELEVATIONS A4.1 - EXTERIOR ELEVATIONS A5.0 - BUILDING SECTIONS A8.0 - DETAILS A9.0 - WINDOW AND DOOR SCHEDULES STRUCTURAL: S1.1 - GENERAL NOTESS1.2 - PLAN NOTES AND SCHEDULESS2.1 - FOUNDATION PLANS2.2 - ROOF FRAMING PLANS3.1 - DETAILSS3.2 - DETAILSS3.3 - DETAILS TOPAZ BUILDING CIVIL MASON AND ASSOCIATES 924 3rd St S Ste B Nampa, ID 83651 PH. (208) 454-0256 CONTACT: Will Mason EMAIL: wmason@masonandassociates.us PERMIT A1.0 EXISTING PARKING AREA SEE A1.1 FOR TRASH DETAILS HC SIGNAGE SEE 6 AND 10/A1.2 BUILDING SIGN 6' X 18" (2) BIKE PARKING RACKS INVERTED "U" RACK 16 A1.2 14 A1.2 18 A1.2 15 A1.2 EXISTING SIDWALK EX LANDSCAPE DATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: Tel. 541.771.6285 CONSULTANTS © Mike Gorman Architect 2018TOPAZ OFFICE BLDG SILVER STONE CAMPUS 4/27/2020 18.041905 S. TOPAZ WAY MERIDIAN, ID MIKE GORMAN ARCHITECT SITE PLAN SITE INFORMATION SITE AREA 0.62 AC (27,440 SF) BLDG AREA 6,000 SF 22% HARDSCAPE 10,150 SF 37% LANDSCAPE 11,390 SF 42% PARKING REQ. 6000/500 = 12 PARKING PROVIDED 22 ADA PARKING REQ 1 ADA PARKING PROVIDED 2 TOTAL PARKING PROVIDE 24 SCALE: 1/16" = 1'-0" 0 15'5'30' NORTH PROPOSED BUILDING 6,083 SF EXISTING BUILDING S TOPAZ WAYBIKE PARKING REQ. 1 PER 25 PARKING SPACES BIKE PARKING PROVIDED 2 40'-0" EASEMENT AREA 40'-0" EASEMENT AREA 9'-0"9'-0"13'-7" DN DN APPROXIMATE FINISH FLOOR ELEV=2659.3 5,900 SF 25 PARKING SPACES SSWWWPMW 40'-0"EXISTINGBUILDING 9 LS4347 TBM #2CHISELED X AT TOP BACK OF CURB ON EAST SIDE OF TOPAZ WAY AT THE CROSSING OF THE CENTERLINE OF EIGHT MILE CREEK.EL=2657.92' EXISTINGPAVEMENT 7 4 TRASH 4,200 SF 31 4 8 MILE DR A I N SD SD N0°54'35"E124.43'N89°52'49"W 181.01'N0°10'58"E172.58'N77°59'0 4 " W 97.77' N72°0 0 ' 2 8 " W 91.27' 6'-0"19'-0"25'-0"19'-0"7'-0"20'-0"25'-0"15'-0"4'-6"9'-4 1/2"6'-0"9'-0"9'-0"9'-0"18'-0"5'-4"36'-0"72'-0"11 A1.264'-0"7'-1"12'-5"10'-2 1/2"13'-4"13'-4" aDATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: CONSULTANTS © GGL Architecture LLC 2006 A1.1SITE DETAILS 4.27.20 18.03 MG MGTOPAZ BUILDING SILVER STONE CAMPUS1905 S TOPAZ WAY MERIDIAN, IDAHOREV 1 6'-0"6'-0"3" MIN.PARKING WITH D.M.V. DISABLED PERMIT ONLY TOWING UNDER VIOLATORS SUBJECT TO VAN-ACCESSIBLE 3'-0"7'-0"2 3/8'' O.D. GALV. PIPE SIGN POST 8" DIA. CONC. FOOTING GRADE SIGN PANEL - BLUE BACKGROUND WITH WHITE LETTERING AND GRAPHICS - SEE DETAIL 8/A1.2 LOWER SIGN PANEL - SEE PLAN FOR APPLICATION PAINT MARKING WHITE BACKGROUND PAINT BLUE4/10''7'-0" TO WALKWAY1'-0"1'-6"3"5"4/10" VAN-ACCESSIBLE PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER 1'' LETTERING BLUE BACKGROUND W/ WHITE REFLECTIVE LETTERING AND GRAPHICS - LETTERS TO BE 3/4'' HIGH WITH 3/8'' SPACING N O T E : OMIT BOTTOM SIGN PANEL WHERE NOT INDICATED ON PLAN PANEL .063 ALUMINUM SIGN 6' CONC, CURB W/ 1" RADIUS BOTH SIDES ASPHALT PAVING COMPACTED GRAVEL BASE COMPACTED GRAVEL BASE 4" THK. CONC. SIDEWALK 6' CONC, CURB W/ 1" RADIUS BOTH SIDES ASPHALT PAVING COMPACTED GRAVEL BASE GRADE - SEE LANDSCAPE PLAN 17 13 9 5 1 18 14 10 6 2 19 15 11 SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0" CONCRETE CURB AT SIDEWALK SCALE: 1-1/2" = 1'-0" CONCRETE CURB AT LANDSCAPING SCALE: 1-1/2" = 1'-0" H.C. PARKING SIGNAGE SCALE: 1-1/2" = 1'-0" H.C. PARKING SIGNAGE SCALE: 1-1/2" = 1'-0" H.C. PARKING SIGNAGE SCALE: N.T.S. SCALE: 1-1/2" = 1'-0"SCALE: 3/4" = 1'-0" H.C. RAMP DETAILS SCALE: 3/8" = 1'-0" BRICK VENEER OVER CMU WALL TRASH ENCLOSURE ELEVATIONSTRASH ENCLOSURE PLAN 1.5" SCHEDULE 40 PIPE (1.9" O.D.); SEE SPECIFICATIONS FOR FINISH FOOT MOUNT AS SHOWN; 2.5"x6"x.25" FEET WITH TWO ANCHORS PER FOOT. Setbacks: Wall Setbacks For racks set parallel to a wall: Minimum: 24" Recommended: 36" For racks perpendicular to a wall: Minimum: 28" Recommended: 36" Distance Between Racks: Minimum: 24" Recommended: 36" Street Setbacks: Minimum: 24" Recommended: 36" FOOT MOUNT The foot mounted Hoop Rack has mounting brackets welded to each end. Each bracket to be anchored to ground using stainless steel anchoring hardware. Two anchors per foot.WALLWALL 12"12"9'-0"9'-0"20'-0"12"LANE MARKING PAINT SIGN POST VAN ACCESSIBLE WHITE 16 12H.C. PARKING STALL TYP. SCALE: 1-1/2" = 1'-0" BIKE RACK ELEV., FLOOR PLAN and ISO. SCALE: 1-1/2" = 1'-0" LANE MARKING PAINT WHITE 20 SCALE: 3/4" = 1'-0"4WALLWALL 72" X 4" DIA. STL. PIPE BOLLARD- FILL W/ CONC. 48" EXPOSED - PAINT 12" SQ. CONC. FOOTING W/ MIN. 4" BELOW BOLLARD GRADE STEEL PIPE BOLLARD DETAIL SLOPE24"x12" W/ #4 CONT. @ TOP & BOTTOM #4 VERTICAL DOWEL @ 32" O.C. 4" CONCRETE SLAB BOLLARDS - SEE DETAIL 12/A1.2 SPLIT FACE C.M.U. TUBE STEEL GATE W/ LATCH, PPM PANEL INSERTS 3/4' RADIUS CONC STAIRS4" CONCRETE WALKWAY CONCRETE STAIR DETAIL WALLOUTSIDE RACK INSIDE RACK GROUT HOLE FULL HOLE FOR 1/2" STD. PIPE OR 3/4" DIA. REINF. ROD (OPTIONAL 1"x3" HOLE) L PARKING STALL C WHEEL STOP EDGE OF PARKING STALL PAINTED STRIPE PAINTED STRIPE DRAINAGE OPENING DRAINAGE OPENING PRECAST CONCRETE WHEEL STOP FLOOR PLAN ELEVATIONS SCALE: 1/4" = 1'-0" TRASH ENCLOSURE SIDE ELEVATIONS GROUND FACE CMU CAP W. CHAMFERED TOP EDGES CMU (2) # 4 BARS CONT. AT TOP, MIDDLE & BOTTOM -TYP. ALL WALLS # 4 BARS VERT. 32" O.C. 24" MIN. OVERLAP W/ DOWELS 4" THK. CONC. SLAB ON GRADE W/ 6 X 6 X 1.5 WWM TRASH ENCLOSURE SECTION CL 2X3X3/16" TUBE STL. FRAME 3 X 3 TUBE STL POST EMBED IN CONC. SLAB - PAINT 1/4" X 1" STL BAR LATCH (SWING TYPE) - PAINT 8 X 8 X 16 CMU WALL CMU OPENING (3) 6" HINGES, WELD TO GATE & 3X3X3/16" TUBE STL POST TRASH ENCLOSURE GATE DETAIL BRICK VENEER OVER CMU WALL CMU WALL CMU WALL TUBE STEEL FRAME WITH METAL PANEL INSERT METAL PANEL INSERT CANE BOLT, ONE SIDE ONLY 7 USPS MAIL BOX UNIT SCALE: 1/2" = 1'-0" CL CHAMFER EDGES @ LANDSCAPE CONDITIONS. TOOL EDGES @ PAVED AREAS CL 6'-0" (N.T.S.) SECTION6"2% MAX1:12 MAX1:12 MAX CL CL COLLECTION BOX ABOVE BASE PLATE W/ 1/2" DIA. ANCHOR BOLTS BROOM FINISH CHAMFER EDGES IN LANDSCAPED AREAS TOOL EDGES FLUSH IN PAVED AREAS PAVED CONDITION LANDSCAPED CONDITION 11/2" OF THREADS EXPOSED COMPRESSIBLE FILLER #4 @ 14" O.C. EA. WAY COMPACTED GRAVEL OR CRUSHED STONE FIRM UNDISTURBED SOIL SLOPE SURFACE 2% FOR DRAINAGE6"6"FLOOR PLAN 6'-0"BACK ELEVATION6'-0"RIGHT SIDE ELEVATION FRONT ELEVATION 35"24" 1.9" 6" 2'-4" 6'-0"2'-0"2'-0"2'-0"13'-4"13'-4" 2'-0"9'-4"2'-0" 13'-4" 13'-4" 13'-4" 2'-0"6'-0"2'-0"2'-0" 3'-0"4'-0"1'-0"11'7"1'-0"4"2" 2 1/2" 8" MIN.6 1/2"MIN.6 1/2"6 1/2"5 1/2"7'-0" MIN. (8'-0" MAX.) 1'-0"2'-0" MIN.1'-0"2'-0" MIN.1'-0"6'-0"LEFT SIDE ELEVATION 13'-4"6'-0"6'-0"2'-0"1'-0" 13 A1.2 4'-8"4'-8" 9'-4" 28.5"62"20"17.5"62"20"2'-0" MIN.2'-0" MIN. 2" 2'-0" MIN.2'-0" MIN.SEE PLAN (4'-0" MIN.)6'-0"5'-0"6'-0" 2'-0"2'-0"2'-0"2'-0"MIN.MIN.MIN.MIN.2" 6" 3" TYP.8"4"6'-0"2% MAX. SCALE: 3/4" = 1'-0" Tel. 541.771.6285 MIKE GORMAN ARCHITECT DATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: Tel. 541.771.6285 CONSULTANTS © MIKE GORMAN, ARCHITECTTOPAZ OFFICE BLDG SILVERSTONE CAMPUS 4/27/2020 18.031905 S. TOPAZ WAY MERIDIAN, ID MIKE GORMAN ARCHITECT IDAHO 1 2 1 A B C D E E1 D1 2.11.8 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" N FLOOR PLANA2.06,083 SF MG 4,700 SF 1232 SF FUTURE TENANT MOTOR SKILLS THERAPY THERAPY THERAPY TRAINING WAITING OFFICE 1V1 STAFF KITCHEN RR RR SUPPLIES MECH/ELEC STORAGE IT OFFICE 510 SF 380 SF 500 SF 87 SF 175 SF 110 SF 110 SF 275 SF 477 SF 135 SF EVAL 110 SF EVAL 110 SF 1V1 87 SF 1V1 96 SF 25 OCC 19 OCC 26 OCC 24 OCC 1 OCC 1 OCC 2 OCC2 OCC 3 OCC 2 OCC2 OCC12 OCC 2 OCC 2 OCC 8'-7"8'-6"RRLOBBY 12'-0 1/2"11'-0"13'-0"OFFICE OFFICE CONF OPEN OFFICE BREAK RM IT10'-2"11'-0" OFFICE DATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: Tel. 541.771.6285 CONSULTANTS © MIKE GORMAN, ARCHITECTTOPAZ OFFICE BLDG SILVER STONE CAMPUS 4/27/2020 18.031905 S. TOPAZ WAY MERIDIAN, ID MIKE GORMAN ARCHITECT 1 2 1 A B C D E E1 D1 2.11.8 SIM SIM76'-0"88'-0"16'-0"60'-0"45'-0"43'-0" 35'-0"18'-0"35'-0" 88'-0"3'-3"4'-6"4"17'-4"4" 6'-4"2'-3"1ST FLOOR PLAN SCALE: 1/4" = 1'-0" N ROOF PLANA3.0 18.03_A3.0_Topaz_Roof 6,060 SF MG 3/8" SLOPE 3/8" SLOPE 3/8" SLOPE3/8" SLOPE3/8" SLOPE3/8" SLOPE3/8" SLOPE9 A8.0 12 A8.0 1 A9.0 RTU 1 TAPERED FOAM CRICKET PVC ROOFIING OVER (3) LAYERS OF 2" POLYISO INSULATION STAGGER THE INSULATION VAPOR BARRIER 14 A8.0 13 A9.0 RTU 23/8" SLOPE3/8" SLOPE3,600 SF ROOF AREA 3/8" SLOPE 2,350 SF ROOF AREA 15 A8.0 5 A8.0 16 A8.0 5 A9.0 5 A8.0 1 A5.0 4 A5.0 3 A5.0 2 A5.0 T.O.W. 18'-0" T.O.P. 22'-0" T.O.P. 18'-0"T.O.P. 21'-0" 17'-6" 17'-6" 16'-2 1/4" 16'-3" 16-'-3" 16'-3" 16'-6" CRICKET f TOPAZ BUILDING DATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: Tel. 541.771.6285 CONSULTANTS © MIKE GORMAN, ARCHITECTTOPAZ OFFICE BLDG SILVER STONE CAMPUS 4/27/2020 18.031905 S. TOPAZ WAY MERIDIAN, ID MIKE GORMAN ARCHITECT 18'-0"22'-0"1'-0"18'-0"1'-0" 20'-0"10'-10 1/2"6"17'-0"6"1'-0"3'-0"6'-0"10"7'-1 1/2"1'-0"18'-0"EXTERIOR ELEVATIONS CONCEPT E 18.03_A4.0_Topaz Elevations 2 NORTH ELEVATION SCALE: 1/4" = 1'-0" MG A4.0 1 SOUTH ELEVATION SCALE: 1/4" = 1'-0" FASCIA - COLOR 2 PMM FASCIA - COLOR 1 STUCCO SAND FINISH CONTROL JOINT - SEE 3/A8.0 SANDLEWOOD STONE VENEER CMU CAP KAWNEER 451T STOREFRON W/ INSULATED GLAZING 12" HIGH BLACK LETTERS 3 A8.0 2 A8.0 18 A8.0 SUN SHADE SEE 5/A8.0 & STRUCTUAL ENTRY CANOPY SEE 17, 19, 20/A8.0 DATE PROJECT NAME SHEET TITLE PROJECT: DRAWN BY: CHECK: Tel. 541.771.6285 CONSULTANTS © MIKE GORMAN, ARCHITECTTOPAZ OFFICE BLDG SILVER STONE CAMPUS 4/27/2020 18.031905 S. TOPAZ WAY MERIDIAN, ID MIKE GORMAN ARCHITECT 22'-0"18'-0"21'-0"EXTERIOR ELEVATIONS CONCEPT D 18.03_A4.1_Topaz Elevations MG MG A4.1 4 WEST ELEVATION SCALE: 1/4" = 1'-0" 3 EAST ELEVATION SCALE: 1/4" = 1'-0" FASCIA - COLOR 2 PMM FASCIA - COLOR 1 STUCCO SAND FINISH CONTROL JOINT - SEE 3/A8.0 SANDLEWOOD STONE STONE CAP KAWNEER 451T STOREFRON W/ INSULATED GLAZING ELECTRICAL SWITCH GEAR 3 A8.0 2 A8.0 1 A8.0 18 A8.0 BUILDING SIGN BY SEPARATE PERMIT PROVIDE POWER BUILDING SIGN