RELEASED FOR PERMITTING 4.17€¦ · new picnic table new picnic table 6. new underground 4"...
8
DIMENSIONAL SITE PLAN VERIFY ALL DIMENSIONS IN FIELD RELEASED FOR PERMITTING 4.17.20
RELEASED FOR PERMITTING 4.17€¦ · new picnic table new picnic table 6. new underground 4" pvc conduit f對or new underground 4" pvc conduit for irrigation line 7. curb ramp curb
COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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1. CONCRETE CURBED PLANTER BED CONCRETE CURBED PLANTER BED 2. BF PARKING SIGNAGE. SEE 8/SP108 BF PARKING SIGNAGE. SEE 8/SP108 3. NEW BENCH NEW BENCH 4. NEW RECEPTACLE NEW RECEPTACLE 5. NEW PICNIC TABLE NEW PICNIC TABLE 6. NEW UNDERGROUND 4" PVC CONDUIT FOR NEW UNDERGROUND 4" PVC CONDUIT FOR IRRIGATION LINE 7. CURB RAMP CURB RAMP 8. NEW BIKE RACK NEW BIKE RACK 9. NEW MONUMENT SIGN: BY OTHERS NEW MONUMENT SIGN: BY OTHERS 10. BRICK PAVERS BRICK PAVERS 11. TRANSFORMER TRANSFORMER 12. DUMPSTER ENCLOSURE: SEE 5/SP108 DUMPSTER ENCLOSURE: SEE 5/SP108 13. CONCRETE CURB CUT CONCRETE CURB CUT 14. NEW ASPHALT PAVING NEW ASPHALT PAVING 15. TREE GRATE 4'X4' TREE GRATE 4'X4' 16. ILLUMINATED BOLLARD ILLUMINATED BOLLARD 17. STRIPED CROSSWALK STRIPED CROSSWALK 18. CONCRETE BOLLARD CONCRETE BOLLARD 19. LOADING ZONE LOADING ZONE 20. IRRIGATION CONTROLSIRRIGATION CONTROLS
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10410 SF
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12420 SF
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9350 SF FIRST FLOOR
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9350 SF SECOND FLOOR
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NOTES 1. FOR CONCRETE SIDEWALK DETAILS SEE 6/SP108. FOR CONCRETE SIDEWALK DETAILS SEE 6/SP108. 2. FOR CONCRETE CURB AND GUTTER DETAIL SEE FOR CONCRETE CURB AND GUTTER DETAIL SEE 7/SP108.
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MICHIGAN SEAL NEW
BUILDING A
LARGE SCALE PLANS
VERIFY ALL DIMENSIONS IN FIELD
RELEASED FOR PERMITTING 4.17.20
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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102.1
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MICHIGAN SEAL NEW
DETAILS
VERIFY ALL DIMENSIONS IN FIELD
RELEASED FOR PERMITTING 4.17.20
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FRAME OPENING WIDTH
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OVER ALL
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FRAME OPENING LENGTH
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OVER ALL
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%%USECTION
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PINTLE HINGE
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R
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70°
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3'-7" [1092mm]
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FRAME W/ CAPFLASHING
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(CORNERS FULL WELDED)
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BILCLIP
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FLASHING SYSTEM
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7 38[187mm]
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12 [305mm]
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LOCK STRIKE &
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PADLOCK HASP
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2'-6" [762mm]
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3'-1" [940mm]
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3'-0" [914mm]
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ARM GUIDE
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BRACKET
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RED VINYL GRIP
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HOLD OPEN ARM
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LIFTING MECHANISM W/
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REINFORCED COMPOSITE
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TUBES AND COMPRESSION
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SPRINGS
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1" RIGID FIBERBOARD
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INSULATION
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INSIDE & OUTSIDE HANDLES
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W/ PADLOCK HASPS
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1" THICK FIBERGLASS
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COVER INSULATION
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GASKET
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(ALL AROUND COVER)
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NEOPRENE GASKET
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COVER LINER
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SLAM LATCH
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COVER
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BILCO
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TYPE S
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ROOF SCUTTLE
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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CONTROL JOINTS
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EXPANSION JOINTS
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PRE-MOLDED EXPANSION JOINT MATERIAL
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1/3 THICKNESS OF SLAB
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6 X 6 W2.9 X W2.9 WWF
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LAWN
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6" COMPACTED SAND SUBGRADE
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TOOLED JOINT
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NOTES: 1. CONTROL JOINT DEPTH = CONC THICKNESS. 14 CONC THICKNESS. 2. CONTROL JOINT SPACING = 2 TIMES THE 12 TIMES THE CONC THICKNESS EXPRESSED IN FEET BUT NOT GREATER THAN 1 TIMES THE WIDTH.12 TIMES THE WIDTH.
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ROOF PENETRATION
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CLAMPING RING
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PREFABRICATED COVER: ADHERE TO ROOF MEMBRANE
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FLASHING
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SEALANT
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ROOF MEMBRANE
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RIGID INSUL
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METAL ROOF DECK
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USE CONSTRUCTION JOINTS OR CONTROL JOINTS TO DIVIDE SLAB INTO AREAS LESS THAN 300 SF WITH NO SIDE MORE THAN ONE AND ONE HALF TIMES GREATER THAN ANY OTHER SIDE IN LENGTH.
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ROUND CORNERS
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3/4" RUNGS
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2-1/2" X 1/2" BENT BAR @ 4'-0" OC, BOLT TO WALL BLOCKING
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2-1/2" X 1/2" BENT BAR @ 4'-0" OC, BOLT TO WALL BLOCKING
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NOTE: LADDER TO MEET OSHA STANDARDS, VERIFY LADDER SIZES WITH PLANS PROVIDE WD BLOCKING & PLYWOOD BENEATH GP BD TO BACK OF MOUNTING BRACKETS
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TAPERED RIGID INSUL.
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CLAMPING RING AND BEEHIVE STAINER: FOUR HOLD DOWN CLAMPS MIN.
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SUMP RECEPTOR BTWN LAYERS OF ROOF INSUL.
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MTL ROOF DECK
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THRU BOLT
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PIPE INSULATION
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UNDERDECK CLAMPS
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EXTEND ROOF MEMBRANE INTO DRAIN & SET IN MASTIC
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ANGLE 3" X 3" X 1/4" CONT AT PERIMETER
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2X6 PT BLOCKING SECURED TO MTL DECK 1'-0" OC
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FLASHING
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BILCO 30" X 36" TYPE S-20 STEEL HATCH
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12" CRUSHED LIMESTONE MDOT 21AA COMPACTED TO 95% UNIT WEIGHT
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DBL 2X MTL STUD
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5/8" GPBD EA SIDE
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HM DOOR FRAME AND APPLICABLE ANCHORS
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CAULK EA SIDE
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DOOR
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4" THICK CONCRETE SLAB WITH W1.4 X W1.4 WWF ON 4" COMPACTED DRAINAGE BASE
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CONCRETE SLAB TO HAVE A MINIMUM 28 DAY STRENGTH OF 3750 PSI. AGGREGATE DIA. NOT TO EXCEED OF SLAB THICKNESS. 14 OF SLAB THICKNESS. WORK IN THE RIGHT OF WAY TO COMPLY WITH MUNICIPAL REQUIREMENTS
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2% CROSS SLOPE MAX.
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ALLOWABLE HEIGHTS STUD SIZE 16" 0C/ 33 KSI ** 16" 0C/ 33 KSI ** 3 " OR 4" X 20 GA 13'-11" 12" OR 4" X 20 GA 13'-11" 13'-11" 3 " OR 4" X 18 GA 18'-2" 12" OR 4" X 18 GA 18'-2" 18'-2" 3 " OR 4" X 16 GA 19'-6" 12" OR 4" X 16 GA 19'-6" 19'-6" 5 " OR 6" X 20 GA 23'-11" 12" OR 6" X 20 GA 23'-11" 23'-11" 5 " OR 6" X 18 GA 27'-2" 12" OR 6" X 18 GA 27'-2" 27'-2" 5 " OR 6" X 16 GA 30'-0" 12" OR 6" X 16 GA 30'-0" 30'-0" ** HEIGHTS BASED ON 16" OC STUD SPACING, 5 PSF LATERAL OAD, L/240 DEFLECTION, HEIGHTS BASED ON 16" OC STUD SPACING, 5 PSF LATERAL OAD, L/240 DEFLECTION, NON-STRUCTURAL APPLICATION. BRIDGING AT MIDPOINTS OR 8'-0" MAX STUD SIZE 16" OC/ 33 KSI*** 12" OC/ 33 KSI*** 16" OC/ 33 KSI*** 12" OC/ 33 KSI*** 12" OC/ 33 KSI*** 3 " OR 4" X 20 GA 11'-0" 12'-3" 12" OR 4" X 20 GA 11'-0" 12'-3" 11'-0" 12'-3" 12'-3" 3 " OR 4" X 18 GA 12'-0" 13'-3" 12" OR 4" X 18 GA 12'-0" 13'-3" 12'-0" 13'-3" 13'-3" 3 " OR 4" X 16 GA 13'-0" 14'-3" 12" OR 4" X 16 GA 13'-0" 14'-3" 13'-0" 14'-3" 14'-3" 5 " OR 6" X 20 GA 16'-4" 18'-0" 12" OR 6" X 20 GA 16'-4" 18'-0" 16'-4" 18'-0" 18'-0" 5 " OR 6" X 18 GA 18'-0" 19'-8" 12" OR 6" X 18 GA 18'-0" 19'-8" 18'-0" 19'-8" 19'-8" 5 " OR 6" X 16 GA 19'-3" 21'-3" 12" OR 6" X 16 GA 19'-3" 21'-3" 19'-3" 21'-3" 21'-3" 5 " OR 6" X 12 GA 22'-9" 28'-0" 12" OR 6" X 12 GA 22'-9" 28'-0" 22'-9" 28'-0" 28'-0" 8" X 20 GA 20'-6" 22'-8" 20'-6" 22'-8" 22'-8" 8" X 18 GA 22'-6" 24'-9" 22'-6" 24'-9" 24'-9" 8" X 16 GA 24'-3" 26'-8" 24'-3" 26'-8" 26'-8" 8" X 12 GA 28'-9" 31'-8" 28'-9" 31'-8" 31'-8" STUD SIZE 16" OC/ 50 KSI*** 12" OC/ 50 KSI*** 16" OC/ 50 KSI*** 12" OC/ 50 KSI*** 12" OC/ 50 KSI*** 3 " OR 4" X 20 GA 12'-0" 13'-6" 12" OR 4" X 20 GA 12'-0" 13'-6" 12'-0" 13'-6" 13'-6" 3 " OR 4" X 18 GA 13'-3" 14'-8" 12" OR 4" X 18 GA 13'-3" 14'-8" 13'-3" 14'-8" 14'-8" 3 " OR 4" X 16 GA 14'-3" 15'-8" 12" OR 4" X 16 GA 14'-3" 15'-8" 14'-3" 15'-8" 15'-8" 5 " OR 6" X 20 GA 18'-0" 20'-0" 12" OR 6" X 20 GA 18'-0" 20'-0" 18'-0" 20'-0" 20'-0" 5 " OR 6" X 18 GA 19'-8" 21'-8" 12" OR 6" X 18 GA 19'-8" 21'-8" 19'-8" 21'-8" 21'-8" 5 " OR 6" X 16 GA 21'-3" 23'-4" 12" OR 6" X 16 GA 21'-3" 23'-4" 21'-3" 23'-4" 23'-4" 5 " OR 6" X 12 GA 28'-0" 31'-0" 12" OR 6" X 12 GA 28'-0" 31'-0" 28'-0" 31'-0" 31'-0" 8" X 20 GA 22'-6" 25'-0" 22'-6" 25'-0" 25'-0" 8" X 18 GA 24'-9" 27'-3" 24'-9" 27'-3" 27'-3" 8" X 16 GA 26'-8" 29'-4" 26'-8" 29'-4" 29'-4" 8" X 12 GA 31'-8" 34'-9" 31'-8" 34'-9" 34'-9" *** HEIGHTS BASED ON 20 PSF LATERAL LOAD, L/240 DEFLECTION, STRUCTURAL APPLICATION. BRIDGING HEIGHTS BASED ON 20 PSF LATERAL LOAD, L/240 DEFLECTION, STRUCTURAL APPLICATION. BRIDGING AT POINTS OR 8'-0" MAX.13 POINTS OR 8'-0" MAX.
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wayde
MICHIGAN SEAL NEW
BUILDING B
ELEVATIONS
VERIFY ALL DIMENSIONS IN FIELD
RELEASED FOR PERMITTING 4.17.20
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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CANOPIES CANOPY FRAMES TO BE ALUMINUM EXTRUSIONS WITH ALUMINUM WEBBING. fABRIC IS TO BE STAPLED WITH PNEUMATIC STAPLER INTO EXTRUSIONS. INSERT PVC TRIM BEAD INTO CHANNEL FOR A DRUM TIGHT AWNING COVER WITHOUT SEWN SEAMS. FABRIC IS TO BE SOLUTION DYED ACRYLIC. THE AWNING MANUFACTURER IS TO PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MICHIGAN.
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MATERIALS DESIGNATION MC METAL COPING: COLOR COLONIAL RED METAL COPING: COLOR COLONIAL RED MF METAL FLASHING: COLOR MATCH ADJACENT MATERIALS METAL FLASHING: COLOR MATCH ADJACENT MATERIALS BR1 MODULAR BRICK: BELDEN 8632 LIGHT A (DARK BROWN) MODULAR BRICK: BELDEN 8632 LIGHT A (DARK BROWN) BR2 MODULAR BRICK: BELDEN QUAKER BLEND VELOUR A (TAN) MODULAR BRICK: BELDEN QUAKER BLEND VELOUR A (TAN) BR3 MODULAR BRICK: BELDEN 8601 LIGHT A (SMOOTH BROWN) MODULAR BRICK: BELDEN 8601 LIGHT A (SMOOTH BROWN) CMU1 SMOOTH DYED CMU: COLOR FENDT 2318 WITH COLORED MORTAR SMOOTH DYED CMU: COLOR FENDT 2318 WITH COLORED MORTAR PC PRECAST CONCRETE: COLOR NATURAL PRECAST CONCRETE: COLOR NATURAL C1 CANOPY CANOPY AL1 ALUMINUM: COLONIAL RED PAC CLAD ALUMINUM: COLONIAL RED PAC CLAD AL2 ALUMINUM: ALMOND ALUMINUM: ALMOND WINDOW AND DOOR FRAMES:BLACK ALUMINUM LS LIMESTONE LIMESTONE GL SOLARBAN 60 STARPHIRESOLARBAN 60 STARPHIRE
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1. 4" BRICK VENEER 4" BRICK VENEER 2. LIMESTONE LIMESTONE 3. METAL COPING METAL COPING 4. FOUNDATIONS FOUNDATIONS 5. METAL DOOR AND FRAME METAL DOOR AND FRAME 6. METAL FRAME AND GLAZING METAL FRAME AND GLAZING 7. REINFORCED CONCRETE SLAB REINFORCED CONCRETE SLAB 8. PERIMETER RIGID INSULATION PERIMETER RIGID INSULATION 9. " GWB ON 2" METAL FURRING STRIPS WITH 2" RIGID INSULATION ON 12" CMU. 58" GWB ON 2" METAL FURRING STRIPS WITH 2" RIGID INSULATION ON 12" CMU. 10. BAR JOISTS BAR JOISTS 11. 8" X 8" MTL GUTTER AND DOWNPOUT 8" X 8" MTL GUTTER AND DOWNPOUT 12. PERFORATED GRAVEL STOP PERFORATED GRAVEL STOP 13. EPDM ON RIGID INSULATION ON 3" METAL DECK EPDM ON RIGID INSULATION ON 3" METAL DECK 14. BOND BEAM BOND BEAM 15. AWNING AWNING 16. SIGN: BY OTHERS SIGN: BY OTHERS 17. LIGHT FIXTURE LIGHT FIXTURE 18. SOLDIER COURSE SOLDIER COURSE 19. DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE 20. COLORED CMU COLORED CMU 21. GUTTER GUTTER 22. DOWNSPOUT DOWNSPOUT 23. EXTERIOR INSULATION FINISHING SYSTEMEXTERIOR INSULATION FINISHING SYSTEM
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ADD 2 05.05.20
wayde
MICHIGAN SEAL NEW
BUILDING A
SECTIONS
VERIFY ALL DIMENSIONS IN FIELD
RELEASED FOR PERMITTING 4.17.20
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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wayde
MICHIGAN SEAL NEW
WALL SECTIONS
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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FIN FLR ELEV
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wayde
MICHIGAN SEAL NEW
DETAILS
VERIFY ALL DIMENSIONS IN FIELD
RELEASED FOR PERMITTING 4.17.20
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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wayde
MICHIGAN SEAL NEW
SCHEDULESVERIFY ALL DIMENSIONS IN FIELD
RELEASED FOR PERMITTING 4.17.20
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COPYRIGHT ALL RIGHTS RESERVED BY WAYDE C. HOPPE, ARCHITECT NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION
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4" X 24" LITE @ 60 MIN OR GREATER DOORS
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1. ALL HARDWARE @ ALUM DOORS BY ALUM DOOR SUPPLIER. HARDWARE BASED ON "KAWNEER"; MFG TO SUPPLY CYLINDER. 2. ALUM DOOR HARDWARE SHALL MATCH DOOR FINISH. 3. ALUM DOORS AND DOOR FRAMES SHALL BE KAWNEER "HEAVY WALL" OR EQUAL, 0.188" WALL THICKNESS. 4. ALUM DOORS AND FRAMES SHALL BE GLAZED WITH TEMPERED GLASS. EXTERIOR DOORS AND FRAMES SHALL BE 1" INSULATED GLASS. 5. ALL HM OR WOOD DOORS AND FRAMES SHALL BE GLAZED WITH TEMPERED GLASS, EXCEPT FIRE RATED DOORS AND FRAMES. 6. FIRE RATED DOORS AND FRAMES SHALL BE GLAZED WITH LABELED FIRE/SAFETY RATED GLASS TO MATCH FIRE RATING AND AS FOLLOWS: 20 & 45 MIN - 1296 SQ IN MAX GLASS SIZE. 60 & 90 MIN - 100 SQ IN MAX GLASS SIZE. 7. FIRE RATED DOORS TO HAVE STEEL BALL BEARING HINGES. 8. WOOD DOORS TO BE 1 " THICK.WOOD DOORS TO BE 1 " THICK.34" THICK.
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38"
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54"
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44"
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48"
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24"
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84"
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48"
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CLOSET ROD
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COAT HOOK
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HORN/
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SIGNAL
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OUTLET/
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JACK
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SWITCH/
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CONTOLS
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NAPKIN
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DISPENSER
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TOWEL
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DISPENSER
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MED.
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CABINET
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MIRROR
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36" MAX
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TO SPOUT
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17"
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17"
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19"
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MIN.
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7" IN FRONT OF W.C.
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34"
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29"
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36"
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GRABBAR
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LAVATORY
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T.P.
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DISPENSER
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URINAL
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WATER
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CLOSET
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DRINKING
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FOUNTAIN
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LIVING UNIT PUBLIC PUBLIC LIGHT PANELS 60" TO TOP 48" TO TOP 60" TO TOP 48" TO TOP 48" TO TOP SWITCHES, CONTROLS, PULLS 48" TO C.L. 48" TO C.L. 48" TO C.L. 48" TO C.L. 48" TO C.L. ELECTRIC OUTLETS AT FLOOR 24" TO C.L. 24" TO C.L. 24" TO C.L. 24" TO C.L. 24" TO C.L. ELECTRIC OULTETS AT COUNTERS 48" TO C.L. 42" TO C.L. 48" TO C.L. 42" TO C.L. 42" TO C.L. CLOSET ROD AND COAT HOOKS 62"-66" 54" MAX 62"-66" 54" MAX 54" MAX MEDICINE CABINET 52" TO BOTTOM 44" TO BOTTOM 52" TO BOTTOM 44" TO BOTTOM 44" TO BOTTOM MIRROR 48" TO BOTTOM 38" TO BOTTOM 48" TO BOTTOM 38" TO BOTTOM 38" TO BOTTOM HORNS AND SIGNALS 84" TO C.L. 84" TO C.L. 84" TO C.L. 84" TO C.L. 84" TO C.L. DRINKING FOUNTAIN SPOUT 36" MAX 36" MAX. 36" MAX 36" MAX. 36" MAX. GRAB BARS 33"-36" TO TOP 33"-36" TO TOP T.P. DISPENSER 18"-48" TO C.L. 18"-48" TO C.L. 7" IN FRONT OF W.C. DIMENSIONS FROM FINISHED FLOOR UNLESS NOTED OTHERWISE
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ELECTRICAL PANEL
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OUTLET OVER COUNTER
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1
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RIGHT HAND
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RH
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INSIDE
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SINGLE DOORS
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PAIRS OF DOORS
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INSIDE
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INSIDE
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INSIDE
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LH
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LEFT HAND
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RIGHT HAND REVERSE BEVEL
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RHRB
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INSIDE
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INSIDE
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INSIDE
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INSIDE
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LEFT HAND REVERSE BEVEL
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LHRB
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RIGHT HAND ACTIVE
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DR
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LEFT HAND ACTIVE
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DL
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DRHR
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DLHR
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NOTES: 1. PROVIDE BRICK SOLIDS AT ALL SILL ENDS. 2. RETURN BRICK AT WINDOWS ADJACENT TO SIDING. 3. ALL BRICK LINTELS TO BE PRIMED AND PAINTEDALL BRICK LINTELS TO BE PRIMED AND PAINTED
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PROVIDE 8" MIN. BEARING EA. END WITH (3) COURSES BENEATH BEARING GROUTED SOLID
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ALL LINTELS TO BE 3/8" MIN. AND EXTERIOR LINTELS ARE TO BE PRIMED AND PAINTED.
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HORIZONTAL LEGS 4" MASONRY: ONE 3 1/2" 6" MASONRY: TWO 2 1/2" 8" MASONRY: TWO 3 1/2" 10" MASONRY: TWO 4" 12" MASONRY: TWO 5" VERTICAL LEGS SPANS LESS THAN 4'-0": 3 1/2" MIN. SPANS 4'-0" TO 6'-8": 5" MIN. SPANS OVER 6'-8" SEE PLANS OR CONTACT ARCHITECT FOR SIZING
