ARCHITECT IMMEDIATELY. 2. DO NOT SCALE DRAWINGS.
3. DIMENSIONS ARE TYPICALLY TO THE EXTERIOR FACE OF THE STUDS, CENTER OF STRUCTURAL COLUMN OR GRID LINE UNLESS NOTED OTHERWISE.
4. OPENINGS ARE DIMENSIONED TO FINISH FACE OF OPENING.
5. INSTALL FULLY RECESSED FIRE DEPARTMENT KEY SAFE ADJACENT TO FRONT DOOR ACCORDING TO REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.
6. FIRE PARTITIONS AND DEMISING WALLS TO EXTEND FROM TOP OF FLOOR TO UNDERSIDE OF ROOF SLAB ABOVE PER IBC 708.4 'CONTINUITY'
7. ALL WALL AND FLOOR ASSEMBLY PENETRATIONS AT RATED LOCATIONS REQUIRED FOR PIPES, CONDUIT, DUCTING, ETC. SHALL BE SEALED TO STOP PASSAGE OF FIRE AND/OR SMOKE WITH FIRE SAFING AND APPROVED SEALANT.
8. FIREBLOCKING SHALL CONSIST OF 2-INCH NOMINAL LUMBER OR TWO THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 0.719-INCH WOOD STRUCTURAL PANEL OF ONE THICKNESS OF 0.75-INCH PARTICLEBOARD WITH JOINTS BACKED BY 0.75-INCH PARTICLEBOARD. GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL WOOL, GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNNER AS TO BE SECURELY RETAINED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK.
9. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS:
A. VERTICALLY AT THE CEILING AND FLOOR LEVELS. B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'.
10. FIREBLOCKING SHALL BE PROVDED AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS.
11. FIREBLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS PIPES, DUCTS CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVELS, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. FACTORY-BUILT CHIMNEYS AND FIREPLACES SHALL BE FIREBLOCKED IN ACCORADANCE WITH UL 103 AND UL 127.
12. DRAFTSTOPPING - IN COMBUSTIBLE CONSTRUCTION, DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE FLOOR/CEILING ASSEMBLIES.
13. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 0.5-INCH GYPSUM BOARD, 0.375-INCH WOOD STRUCTUAL PANEL, 0.375-INCH PARTICLEBOARD, 1-INCH NOMINAL LUMBER, CEMENT FIBERBOARD, BATTS, OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. 14. DRAFTSTOPPING - IN COMBUSTIBLE CONSTRUCTION, DRAFTSTOPPING SHALL BE INSTALLED TO
SUBDIVIDE THE ATTIC SPACES AND CONCEALED ROOF SPACES. VENTILATION OF CONCEALED ROOF SPACES SHALL BE MAINTAINED IN ACCORDANCE WITH 2018 I.B.C.
(01) SINGLE STOREFRONT (03) HM FLUSH
4" 4" 4" 10 " PE R SC H ED . PE R SC H ED .
DOOR TYPES
4" 4" 4" 10 " PE R SC H ED . 4" 4" 4" 10 " (02) DOUBLE STOREFRONTFRAME TYPES
2" 2" 2" M A N U F. MANUF. (F1) STOREFRONT (F2) HM DOOR B-A200 4 B-A200 3 B-A200 2 B-A200 1B-4
B-4
B-3
B-3
B-2
B-2
B-1
B-1
B-A
B-A
B-B
B-B
B-C
B-C
3,602 SFPAD B
1 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 5 1/4" 19'-2" 4 3/4" 1'-8 1/4" 2'-4 1/4" 11'-6" 2'-6" 6'-0" 2'-4" 10'-6" 2'-6" 7'-0" 7' -0 " 10 '-4 1 /8 " 12 '-7 7 /8 " 2' -0 3 /8 " 22 '-6 1 /2 " 8' -0 " 5 1/ 4" 2' -0 " 1'-0" 2 B-A300 1 B-A300 01 02 03 04 05 W6A W6A W6B W6B W6B W6B W6B W6B W6B W6B W6B W6C W6C W6C W6C W6C W6C W6B W6A W6A W6A W6A W6A W6A W6A W6A 1002 TYP 309 2602 3301 TYP 601 TYP 803 801 2102 2'-5" TYP 803 TYP 601 TYP 2202 2103 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 7' -0 " 23 '-0 " 4' -9 3 /8 " 6' -7 3 /4 " 6' -7 3 /4 " 14 '-1 1 1/ 8" 2' -0 " 11'-6" 2'-6" 6'-0" 2'-4" 10'-6" 2'-6" 7'-0" 7' -0 " 10 '-4 1 /8 " 12 '-7 7 /8 " 2' -0 3 /8 " 20 '-5 1 /2 " 2' -1 " 8' -0 " 5 1/ 4" 2' -0 " 1'-0" 2'-5" 2101 1'-5" 11'-0" 4'-0" 11 1/2" 3'-4 3/8" 13'-2" 3'-5 5/8" 13'-2" 3'-4 3/8"11 1/2" 4'-0" 11'-0" 3'-5 5/8" 1' -5 " L I C E N S E D A RCHI TE CT ST AT E TA HNYBO
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KEYNOTES
#
DESCRIPTION
309 6" CONCRETE BOLLARD W/ BLACK HOUSING 601 COLUMN, SEE STRUCTURAL DRAWINGS
801 PASS-THRU WINDOW, BASIS OF DESIGN: READY ACCESS 275-LP (48"X44") BLACK 803 ALUMINUM STOREFRONT SYSTEM
1002 MANUFACTURED METAL LADDER WITH LOCKED SECURITY PANEL. PAINT BLACK WITH HIGHT-PERFORMANCE PAINT.
2101 FIRE DEPARTMENT CONNECTION
2102 INSTALL FIRE RISER IN THIS LOCATION PER NFPA REQUIREMENTS. EXTEND MAIN LINE ABOVE BOTTOM CHORD OF ROOF TRUSS FOR FUTURE CONNECTION
2103 INSTALL KNOX BOX PER FIRE MARSHALL'S REQUIREMENTS. CONTACT FIRE DEPT TO PURCHASE KNOX BOX.
2202 INSTALL BRASS OVERFLOW DRAIN AT 18" A.F.F. CONNECT TO OVERFLOW ROOF DRAIN ABOVE 2602 ELECTRICAL POWER AND DISCONNECT PER ELECTRICAL PLANS
3301 GAS METERS, SEE MECHANICAL DRAWINGS
#
DESCRIPTION
DOOR
FRAME
DETAILS
HW
REMARKS
TY
PE
WIDT
H
HEIG
HT
MATERIAL
FINISH
TYPE MATERIAL
FINISH
THRESHO
LD
JAMB/HE
AD
01 HM FLUSH 03 3'-0" 7'-0" H.M. PTD H.M. PTD 7/B-A401 8/B-A401 3.0 PAINT DOOR/FRAME TO MATCH ADJACENT MATERIAL 02 HM FLUSH 03 3'-0" 7'-0" H.M. PTD H.M. PTD 7/B-A401 8/B-A401 3.0 PAINT DOOR/FRAME TO MATCH ADJACENT MATERIAL 03 SINGLE STOREFRONT 01 3'-0" 7'-0" GLASS/ALUM. ANOD. BLK ALUMINUM ANOD. BLK 10/B-A401 3/B-A401 2.0
04 SINGLE STOREFRONT 01 3'-0" 7'-0" GLASS/ALUM. ANOD. BLK ALUMINUM ANOD. BLK 10/B-A401 3/B-A401 2.0 05 SINGLE STOREFRONT 01 3'-0" 7'-0" GLASS/ALUM. ANOD. BLK ALUMINUM ANOD. BLK 10/B-A401 3/B-A401 2.0 Grand total: 5
*DOOR HARDWARE GROUPS LOCATED IN SPEC ON B-G001
t-B-4
B-4
B-3
B-3
B-2
B-2
B-1
B-1
B-A
B-A
B-B
B-B
B-C
B-C
1 /4 " / 1 2 " 1 /4 " / 1 2 " 1 /4 " / 1 2 " 1 /4 " / 1 2 " 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 2 B-A300 1 B-A300 1'-4 3/8" 17'-2" 1'-5 5/8" 2' -5 1 /8 " 8' -4 1 /2 " 2' -5 7 /8 " 3'-0" 3' -0 " TYP 703 TYP 2201 TYP 705 TYP 704 1'-6" 1/4" / 12" 1/4" / 12" TYP 704 1002 T.O.P. 120'-2" T.O.P. 120'-2" 1' -6 " SE R V IC E SI D E SE R V IC E SI D E T.O.P. 118'-2" T.O.P. 120'-2" T.O.P. 118'-2" T.O.P. 118'-2" 1'-6" 9 B-A400 TYP T.O.P. 120'-2" T.O.P. 114'-2" T.O.P. 120'-2" T.O.P. 118'-2" T.O.P. 120'-2" TYP 501 TYP 501 2303 2303 B-A401 4 B-A400 11 TYP B-A400 11 TYP TYP 501 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 1'-4 3/8" 17'-2" 1'-5 5/8" 2' -5 1 /8 " 8' -4 1 /2 " 2' -5 7 /8 " 3'-0" 3' -0 " 2'-0" 2'-0" 2'-0" 2'-0" 2' -0 " 1'-6" 704 EQ EQ SE R V IC E SI D E 2303 1 /4 " / 1 2 " 801.427.2233 | JARRETTARCHITECTURE.COM L I C E N S E D A RCHI TE CT ST AT E OF UTA HNYBO
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DESCRIPTION
501 PRE FINISHED METAL PARAPET CAP W/ DRIP EDGE.
703 ROOFING MEMBRANE OVER PROTECTION BOARD, OVER ROOF SHEATHING. TOP CHORD OF ROOF TRUSS SLOPED TO ROOF DRAINS MIN. 1/4" PER FOOT. ROOFING MEMBRANE TO WRAP UP AND OVER PARAPET FRAMING.
704 ROOF CRICKET SLOPED TO ROOF DRAINS MIN. 1/4" PER FOOT. 705 HEAVY DUTY WALKWAY PAD
1002 MANUFACTURED METAL LADDER WITH LOCKED SECURITY PANEL. PAINT BLACK WITH HIGHT-PERFORMANCE PAINT.
2201 ROOF DRAINS, SEE PLUMBING DRAWINGS
2303 PROVIDE ROOF TOP UNITS IN LOCATIONS, QUANITY AND SIZE AS SHOWN ON MECHANICAL PLANS. COORDINATE OPENINGS TO BE BETWEEN TRUSS CAVITIES.
3/16" = 1'-0"
B-A200
1
PAD B - ROOF PLAN
TO BE TEMPERED-SAFETY GLAZING.
2. STOREFRONT GLASS PANES TO BE 5' MAXIMUM IN WIDTH AND MAXIMUM 7' IN HEIGHT. STOREFRONT GRID SIZES TO BE DESIGNED AS SUCH.
3. PROVIDE SEALANT AT ALL JOINTS WHERE DIFFERENT MATERIALS MEET. SEAL BY MANUF. WARRANTY AND REQ'S.
4. ALL EXTERIOR WALL LIGHTING TO BE MOUNTED AT 7'-0" TO BOTTOM OF FIXTURE U.N.O.
5. PROVIDE J-BOXES FOR ALL TENANT SIGNAGE LOCATIONS. J-BOXES ARE INTERIOR OF BUILDING. AVOID J-BOX LOCATIONS ABOVE ROOF LINE. IF J-BOX IS INSTALLED IN KICKER, AN ACCESS PANEL IS TO BE PROVIDED.
6. ALL STEEL CANOPIES TO BE FACTORY PRIMED AND PAINTED ON SITE.
LEVEL 1
100'-0"
RF BRNG
114'-0"
B-4
B-3
B-2
B-1
2 B-A300 TYP 501 TYP 1003 803 803 803 TYP 2303 TYP 503 THIN-BRICK VENEERTHIN-BRICK VENEER LIGHT
STUCCO 01 WOOD SIDING T.O.P. 120'-2" T.O.P. 118'-2" T.O.P. 120'-2" T.O.P. 114'-2" 3 B-A400 4 B-A400 4 B-A400 10 '-0 " 2' -1 1" 5' -7 " 1' -6 " 1 B-A401 BOARDFORM CONCRETE 2 B-A400 TYP 601 5'-0" 3'-2" 5'-0" 3'-11" 3'-2" 3'-11" 4'-0" 4'-0" 3'-2" 4'-0" 4'-0" 10 '-0 " 2' -1 1" 5' -7 " 1' -6 " 5'-0" 3'-2" 5'-0" 3'-11" 3'-2" 3'-11" 4'-0" 4'-0" 3'-2" 4'-0" 4'-0"
LEVEL 1
100'-0"
RF BRNG
114'-0"
B-A
B-B
B-C
1 B-A300 STUCCO 01 WOOD SIDINGSTUCCO 01 STUCCO 02 STUCCO 01 STUCCO 02
2602 2 B-A400 TYP 2 B-A400 TYP TYP 501 TYP 803 TYP 501 T.O.P. 120'-2" T.O.P. 114'-2" 1 B-A401 1 B-A401 3 B-A400 3 B-A400 3301 TYP 2202 4'-0" 4'-0" 10 '-0 " 1' -6 " 5' -7 " 2' -1 1" 4'-0" 4'-0" 10 '-0 " 1' -6 " 5' -7 " 2' -1 1"
LEVEL 1
100'-0"
RF BRNG
114'-0"
B-A
B-B
B-C
1 B-A300 4 B-A400 3 B-A400 T.O.P. 120'-2" T.O.P. 120'-2" T.O.P. 118'-2" 2 B-A400 TYP STUCCO 02THIN-BRICK VENEER LIGHT THIN-BRICK VENEER BOARDFORM CONCRETE
THIN-BRICK VENEER LIGHT
TYP 501 TYP 801 3' -6 " TYP 309 1002 503 8 1 /2 " / 1 2 " 110'-0" 10 '-0 " 102'-0"
THIN-BRICK VENEER LIGHT
1 B-A401 1 B-A401 1 B-A401 7' -6 " 4 B-A400 4 B-A400
LEVEL 1
100'-0"
RF BRNG
114'-0"
B-4
B-3
B-2
B-1
2 B-A300 TYP 501 1002 503 TYP 2202 1 B-A401 3 B-A400 1003 TYP 501 T.O.P. 120'-2" T.O.P. 118'-2" T.O.P. 120'-2" 2 B-A400 TYP STUCCO 01 STUCCO 02THIN-BRICK VENEER LIGHT
THIN-BRICK VENEER 309 802 802 707 L I C E N S E D A RCHI TE CT ST AT E OF UTA H
NYBO
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KEYNOTES
#
DESCRIPTION
309 6" CONCRETE BOLLARD W/ BLACK HOUSING 501 PRE FINISHED METAL PARAPET CAP W/ DRIP EDGE.
503 LIGHT GAUGE FRAMED AWNING W/ STANDING SEAM METAL ROOF 601 COLUMN, SEE STRUCTURAL DRAWINGS
707 THROUGH WALL SCUPPER WITH DOWNSPOUT DRAINED INTO LANDSCAPING BELOW 801 PASS-THRU WINDOW, BASIS OF DESIGN: READY ACCESS 275-LP (48"X44") BLACK 802 DOOR AS SCHEDULED
803 ALUMINUM STOREFRONT SYSTEM
1002 MANUFACTURED METAL LADDER WITH LOCKED SECURITY PANEL. PAINT BLACK WITH HIGHT-PERFORMANCE PAINT.
1003 RETAIL SPACE SIGN PER CITY REQUIREMENTS, PROVIDED BY TENANT
2202 INSTALL BRASS OVERFLOW DRAIN AT 18" A.F.F. CONNECT TO OVERFLOW ROOF DRAIN ABOVE 2303 PROVIDE ROOF TOP UNITS IN LOCATIONS, QUANITY AND SIZE AS SHOWN ON MECHANICAL
PLANS. COORDINATE OPENINGS TO BE BETWEEN TRUSS CAVITIES. 2602 ELECTRICAL POWER AND DISCONNECT PER ELECTRICAL PLANS 3301 GAS METERS, SEE MECHANICAL DRAWINGS
NAME MANUF. MODEL/COLOR SIZE
BOARDFORM CONCRETE N/A BOARDFORMED CONCRETE PLANTER
6" PROFILE
GLAZING TBD CLEAR 1" INSULATED
GLAZING - TEMPERED TBD CLEAR SAFETY GLASS / TEMPERED 1" INSULATED
PAINT 01 SHERWIN WILLIAMS HIGH PERFORMANCE / MATCH ADJACENT FINISH
N/A
STUCCO 01 MASTERWALL WEST MANUF.
SW 7064 - PASSIVE VERSATEX 0.5
STUCCO 02 MASTERWALL WEST MANUF.
SW 7066 - GRAY MATTERS VERSATEX 0.5
THIN-BRICK VENEER INTERSTATE BRICK MODULAR THIN BRICK - MIDNIGHT BLACK
2 1/4" X 7 5/8"
THIN-BRICK VENEER LIGHT
INTERSTATE BRICK MODULAR THIN BRICK -ARCTIC WHITE
2 1/4" X 7 5/8"
WOOD SIDING MONTANA TIMBER PRODUCTS RANCHWOOD YELLOWSTONE CIRCLESAWN SHIPLAP 1/8" REVEAL
3/16" = 1'-0"
B-A1014
NORTH ELEVATION - PAD B
3/16" = 1'-0"
B-A101
3
SOUTH ELEVATION - PAD B
--LEVEL 1
100'-0"
RF BRNG
114'-0"
B-4
B-3
B-2
B-1
2 B-A300 B-A301 1 B-A301 2 306 601 604 2303 307 TYP 501 706 R01 1002 2201 706LEVEL 1
100'-0"
RF BRNG
114'-0"
B-A
B-B
B-C
1 B-A300 B-A301 3 B-A301 4 306 307 601 604 2303 2201 R01 TYP 501 801.427.2233 | JARRETTARCHITECTURE.COM L I C E N S E D A RCHI TE CT ST AT E OF UTA HNYBO
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DESCRIPTION
306 CONCRETE FOOTING, SEE STRUCTURAL 307 CONCRETE SLAB OVER COMPACTED FILL 501 PRE FINISHED METAL PARAPET CAP W/ DRIP EDGE. 601 COLUMN, SEE STRUCTURAL DRAWINGS
604 PREMANUFACTURED ROOF TRUSS. TOP CHORD SLOPED TO ROOF DRAIN.
706 WRAP ROOFING MEMBRANE UP PARAPET WALLS OVER COMPATIBLE ROOFING SUBSTRATE. 1002 MANUFACTURED METAL LADDER WITH LOCKED SECURITY PANEL. PAINT BLACK WITH
HIGHT-PERFORMANCE PAINT.
2201 ROOF DRAINS, SEE PLUMBING DRAWINGS
2303 PROVIDE ROOF TOP UNITS IN LOCATIONS, QUANITY AND SIZE AS SHOWN ON MECHANICAL PLANS. COORDINATE OPENINGS TO BE BETWEEN TRUSS CAVITIES.
3/16" = 1'-0"
B-A101
1
PAD B - NORTH TO SOUTH BLDG SECTION
LEVEL 1
100'-0"
RF BRNG
114'-0"
B-4
B-A400 1 305 306 701 701 803 604 703 501 B-A400 10 B-A400 3 706 B-A401 10 TYP T.O.P. 114'-2" T.O.P. 120'-2"LEVEL 1
100'-0"
RF BRNG
114'-0"
B-1
B-A400 5 B-A401 11 306 305 801 503 604 501 B-A400 10 B-A400 3 110'-0" B-A401 12 TYP 307 T.O.P. 120'-2"LEVEL 1
100'-0"
RF BRNG
114'-0"
B-A
B-A400 5 2202 305 306 701 604 501 703 706 B-A400 3 B-A400 10 T.O.P. 120'-2"LEVEL 1
100'-0"
RF BRNG
114'-0"
B-C
B-A400 1 305 307 803 701701 706 703 TYP 501 T.O.P. 120'-2" B-A400 10 B-A400 3 L I C E N S E D A RCHI TE CT ST AT E OF UTA HNYBO
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DESCRIPTION
305 CONCRETE FOUNDATION WALL, SEE STRUCTURAL 306 CONCRETE FOOTING, SEE STRUCTURAL
307 CONCRETE SLAB OVER COMPACTED FILL 501 PRE FINISHED METAL PARAPET CAP W/ DRIP EDGE.
503 LIGHT GAUGE FRAMED AWNING W/ STANDING SEAM METAL ROOF 604 PREMANUFACTURED ROOF TRUSS. TOP CHORD SLOPED TO ROOF DRAIN. 701 RIGID INSULATION
703 ROOFING MEMBRANE OVER PROTECTION BOARD, OVER ROOF SHEATHING. TOP CHORD OF ROOF TRUSS SLOPED TO ROOF DRAINS MIN. 1/4" PER FOOT. ROOFING MEMBRANE TO WRAP UP AND OVER PARAPET FRAMING.
706 WRAP ROOFING MEMBRANE UP PARAPET WALLS OVER COMPATIBLE ROOFING SUBSTRATE. 801 PASS-THRU WINDOW, BASIS OF DESIGN: READY ACCESS 275-LP (48"X44") BLACK
803 ALUMINUM STOREFRONT SYSTEM
2202 INSTALL BRASS OVERFLOW DRAIN AT 18" A.F.F. CONNECT TO OVERFLOW ROOF DRAIN ABOVE
1
WALL SECTION
3
PAD B - WEST TO EAST BLDG SECTION - Callout 1
4
3/ 16 " 1/2" 3/16" 1/ 2" SLOPED
VERTICAL EIFS REVEAL HORIZONTAL EIFS REVEAL
ROOF MEMBRANE UP AND OVER TOP OF WALL NEOPRENE GASKETED SCREWS @ 18" O.C.
HEMMED EDGE CONTINUOUS CLEAT
STUCCO SYSTEM
WEATHER RESISTANT BARRIER PREFINISHED METAL CAP
MANUFACTURED APPROVED ROOFING SUBSTRATE
7"
STUCCO SYSTEM
1/2"
WALL SHEATHING, SEE STRUCTURAL
SLOPE
ROOF MEMBRANE UP AND OVER TOP OF WALL NEOPRENE GASKETED
SCREWS @ 18" O.C. HEMMED EDGE
CONTINUOUS CLEAT
THIN BRICK VENEER
WEATHER RESISTANT BARRIER PREFINISHED METAL CAP
MANUFACTURED APPROVED ROOFING SUBSTRATE
WALL SHEATHING, SEE STRUCTRUAL THIN BRICK VENEER - SOLDIER COURSE
SLOPE
ALUM. FRAME AS SCHEDULED
CONC. WALL, SEE STRUCTURAL
SIDEWALK, SEE CIVIL BACKER ROD & SEALANT SHIM SPACE
EXPANSION JOINT WITH SEALANT, TYP.
2" RIGID BUILDING PERIMETER INSULATION, EXTEND INSULATION 48" HORIZ. BENEATH SLAB
GRAVEL BASE PER GEOTECH
SLAB WITH TURNDOWN, SEE STRUCTURAL GLAZING AS SCHEDULED
SMOOTH TROWEL FINISH TOP OF WALL AT ALL STOREFRONT LOCATIONS
2"2"
GRD
CONCRETE FOOTING, SEE STRUCTURAL 2" RIGID INSULATION
STEM WALL, SEE STRUCTURAL 2"x48" RIGID INSULATION
GRAVEL FILL PER GEOTECH WEATHER-RESISTANT BARRIER
1/2" RIGID INSULATION
LIQUID APPLIED DAMPPROOFING BELOW GRADE AT ALL EXTERIOR FOUNDATION WALLS
6"
2"
2"
1/2"
CONCRETE SLAB, SEE STRUCTURAL EXTERIOR FINISH
SHEATHING PER STRUCTURAL R19 INSUALTION 1" 5 1/2" 1 1/2" 6" 2" 2" 1" 5 1/2" 1 1/2" ALUMINUM STOREFRONT AS SCHEDULED
CONT. SEALANT BOTH SIDES BEHIND WINDOW FRAME IN SHIM SPACE
GLAZING AS SCHEDULED
THIN BRICK VENEER CORNER PIECE WEATHER RESISTANT BARRIER
WALL SHEATHING, SEE STRUCTRUAL THIN BRICK VENEER AS SCHEDULED EXTERIOR FINISH - SEE
ELEVATIONS
WEATHER RESISTANT BARRIER
PARAPET 2X FRAMING ROOFING MEMBRANE
ROOF SHEATHING, SEE STRUCT. PROTECTION BOARD COMPATIBLE WITH ROOFING MEMBRANE COPING WEDGE 2X NAILER INSULATION PER COMMCHECK PROTECTION BOARD FASTEN 12" O.C. METAL CAP FLASHING BONDING ADHESIVE
ROOF SHEATHING TOP CHORD OF TRUSS
NOTES:
1. BONDING ADHESIVE IS NOT REQ'D WHEN FLASH'G HGT IS 12" OR LESS AND MEMBANE IS FASTENED "AS SHOWN" @ TOP OF CURB.
2. WHEN TERMINATION BAR IS USED BENEATH THE COUNTERFLASHING, BONDING ADHESIVE CAN BE ELIMINATED WHEN THE FLASHING HEIGHT IS 18" OR LESS
3. FLASH'G MEMBRANE FASTENED APPROXIMATELY 12" O.C. IF FASTENER PENETRATES MTL. COUNTERFLASHING, USE NEOPRENE WASHER OR APPLY WATER CUT-OFF MASTIC UNDER COUNTERFLASHING OR CAULK FASTENER HEAD.
4. APPROXIMATELY 1/8" BEAD OF CUT-EDGE SEALANT IS REQ'D ON CUT EDGES OF TPO REINFORCED MEMBRANE.
5. REFER TO MANUFACTURER SPECIFICATION FOR ACCEPTABLE
6.
FASTENERS AND PLATES.
FOR CORNER FLASHING SEE DETAIL
FASTENING PLATE, 12" O.C. MAX.
USE ONE CONT. SHEET OF TPO REINFORCED MEMBRANE TO WRAP AROUND CURB OR FORM FROM COATED METAL OUTSIDE CORNER SEE DETAIL
TPO REINFORCED MEMBRANE
MINIMUM 1-1/2" HOT AIR WELD
CUT-EDGE SEALANT (SEE NOTE 4)
TPO REINFORCED MEMBRANE
CONTINUOUS BEAD OF LAP SEALANT R.M. PRE-FORMED JOINT COVER
PRE-FORMED CORNER FLASHING ROOFING MEMBRANE
3" M IN.
R.M. FLASHING (SECOND FLASHING) 6" FLASHING (FIRST
FLASHING)
3" M
IN. 3" MIN.
R.M. MEMBRANE OR CURB FLASHING
ROOF DRAIN PIPES UNDERDECK CLAMP ROOF SYSTEM TAPERED ROOF INSULATION 2" HIGH OVERFLOW DAM OVERFLOW DRAIN DRAIN SUMP RECEIVER MAIN ROOF DRAIN SHAPED RIGID INSULATION & ROOF MEMBRANE SUMP PAN
1'-0" 2'-0" 1'-0"
4'-0" SUMP
ROOF STRUCTURE WRAP ROOF MEMBRANE
AROUND WALL
EXTERIOR WALL FINISH WEATHER RESISTANT BARRIER APPROVED ROOFING
SUBSTRATE
WALL SHEATHING, SEE STRUCTRUAL FLEXIBLE CONT. SEALANT BETWEEN FINISH AND ANGLE
PROVIDE END ANGLE TO CAP EXTERIOR FINISH
LAP ROOFING MEMBRANE OVER WEATHER BARRIER 6" MIN.
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PROJECT #: 2101.022
TYP STUCCO DETAIL
3
PARAPET CAP AT STUCCO
4
PARAPET CAP AT BRICK
1
TURN DOWN AT STOREFRONT
1 1/2" = 1'-0"
B-A100
5
FOUNDATION DETAIL
3" = 1'-0"
6
STOREFRONT HEADER AT BRICK
3" = 1'-0"
B-A301
10
PARAPET WALL TO TRUSS DETAIL
3" = 1'-0"
12
RTU CURB FLASHING (TYP.)
1 1/2" = 1'-0"
13
R.M. OUTSIDE CORNER FLASHING DETAIL
3/4" = 1'-0"
B-A120
9
DRAIN & OVERFLOW SECTION
3" = 1'-0"
B-A120
11
PARAPET WALL TERMINATION
#REV IS IO N D ES C R IP TI O N D A TE -1
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III
III
1" GLASS
STOREFRONT DOOR THRESHOLD TO COVER GAP BETWEEN SLAB & EXTERIOR CONCRETE
DOOR AS SCHEDULED
1" GLASS
1/
2"
SLOPE AWAY MIN 1/4" PER FOOT @ EXTERIOR
DOOR JAMB BEYOND SCHEDULED DOOR ALUMINUM TRESHOLD SET IN MASTIC SCHEDULED FLOORING COVER CONCRETE SLAB 1/2" EXPANSION MATERIAL; WHERE OCCURS SWEEP 1/ 2" 11 GA ALUMINUM SHEET DOOR AND FLANGES
WALL MOUNT FLANGES OR DIRECT LADDER MOUNT
CONTINUOUS HINGE STAINLESS STEEL
SAFETY HASP
CONCRETE PAD AS REQ. PROVIDE SLOTTED HOLES FOR ADJUSTMENT OF 1/4" ANCHOR BOLTS 3" x 1 3/4" x 1/8" THICK TUBING ALUM. STRINGER 1 1/4" RUNG CORRUGATED ALUM., TYP. EQ U A L SP A C ES @ 1 2" O .C . V A R IE S O V ER A LL L A D D ER H EI G H T 42 " 1 1/4" CRAB RAIL CORRUGATED ALUMINUM, TYP. 4' -0 " O .C . T YP . 8' -0 " 32"
SECURELY ATTACH TO BUILDING PER IBC AND OSHA REQ'S
24" EQ U A L SP A C ES @ 1 2" O .C . V A R IE S O V ER A LL L A D D ER H EI G H T 4' -0 " O .C . T YP . 8' -0 " 1" STOREFRONT GLAZING
THERMALLY BROKEN STOREFRONT MULLION
DOOR AS SCHEDULED 2" PER MANUF. 2" PER MANUF. G LA SS 1" G LA SS 1" DOOR SEAL G LA SS 1" G LA SS 1" 2 " 1" STOREFRONT GLAZING
THERMALLY BROKEN STOREFRONT MULLION
PER MANUF. PER MANUF.
WALL AS SCHEDULED - SEE WALL TYPES
HOLLOW METAL FRAME AS SCHEDULED. FILLED WITH SPRAY-FOAM INSULATION DOOR AS SCHEDULED WEATHER-RESISTANT BARRIER EXTERIOR SHEATHING EXTERIOR FINISH CONT. SEALANT FLASHING CONT. SEALANT SHIM SPACE
WOOD SHEATHING, SEE STRUCTURAL
ZIP STRIP OR EQUAL ALUMINUM STOREFRONT
AS SCHEDULED GLAZING AS SCHEDULED WEATHER RESISTANT BARRIER 1/4" V NOTCH CORNER BEAD EXTERIOR WALL AS SCHEDULED STUCCO SYSTEM
WEATHER RESISTANT BARRIER
STUCCO SYSTEM
WALL SHEATHING, SEE STRUCTURAL
1/2"
INSUALATION, SEE COM CHECK
7"
THIN BRICK VENEER
WEATHER RESISTANT BARRIER
THIN BRICK VENEER
WALL SHEATHING, SEE STRUCTURAL INSUALATION, SEE COM CHECK
7" 7" 7" 4" M IN . TP O L A P
1/4" PER FOOT MIN. SLOPE
2X FRAMING AS REQUIRED ROOFING MEMBRANE OVER WEATHER BARRIER, OVER PLYWOOD SLOPED TO ROOF DRAIN
PERFORATED METAL DEBRIS & BUG SCREEN SECURELY FASTENED TO CONTINUOUS ANLGE SUPORTS
PREFINISHED PARAPET CAP W/ DRIP EDGE PREFINISHED FLASHING W/ DRIP EDGE
WOOD SIDING SOFFIT, MITERED AT ALL CORNERS CONTINUOUS WEATHER BARRIER
WOOD SIDING, SEE ELEVATIONS & WALL TYPES
4" M IN . TP O L A P CONTINUOUS 1/4" 'V' NOTCH ROUTED IN WOOD SIDING 8 3/ 8" SILL WEATHER-RESISTANT BARRIER WINDOW AS SCHED.
FLEXIBLE WINDOW FLASHING FLEXIBLE WINDOW FLASHING
VAPOR BARRIER POLYURETHANE FOAM
OVERLAP UPPER WRB OVER LOWER AND TAPE JOINTS WITH COMPATIBLE TAPE
CONT. SEALANT AND BACKER ROD
FULL DEPTH INSULATION THIN BRICK VENEER, SEE ELEVATIONS
SHEATHING PER STRUCT FLASHING HEAD/JAMB WEATHER-RESISTANT BARRIER WINDOW AS SCHED. VAPOR BARRIER POLYURETHANE FOAM OVERLAP UPPER WRB OVER LOWER AND TAPE JOINTS WITH COMPATIBLE TAPE
FLASHING
CONT. SEALANT AND BACKER ROD FULL DEPTH INSULATION
SCHEDULED WALL SHEATHING PER STRUCT
PREFINISHED FLASHING
BLACK STANDING SEAM METAL ROOFING
ALUMINUM METAL TUBE FRAME W/ SUPPORTS WALL AS SCHEDULED L I C E N S E D A RCHI TE CT ST AT E OF UTA H
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2
THRESHOLD
3
H.M. THRESHOLD
4
EXTERIOR ROOF LADDER
3" = 1'-0"
5
STOREFRONT DOOR HEADER
3" = 1'-0"
6
STOREFRONT DOOR CENTER JAMB
3" = 1'-0"
7
HORIZONAL MID MULLION
3" = 1'-0"
8
TYPICAL EXTERIOR HOLLOW MEATAL HEAD
3" = 1'-0"
9
EXTERIOR STOREFRONT HEAD - STUCCO
1
BASE WALL DETAIL
1 1/2" = 1'-0"
B-A301
10
WOOD SIDING BUILD OUT
TR
10'-0"
17
'-6
"
6" THICK CONC. SLAB WITH 10-10 W.W.F. 12'-0" MIN 3 B-AS101 3 B-AS101 BOLLARDS 6" 1' -9 " 4' -8 " 3' -2 " 4' -8 " 1' -9 " 6" EQ EQ
6" THICK CONC. SLAB WITH 10-10 W.W.F. 2% MIN SLOPE 2% MIN SLOPE B-AS101 4
/
11 B-AS101
16 '-0 " 10'-0" 17 '-6 " 12'-0" MIN 6" 6" 16 '-0 " 2' -8 " M IN . 1' -0 " 5' -4 " 3" 10-10 WWF 9"PRECAST CONCRETE CAP
COMPACTED GRANULAR BASE #5 BARS CONT. HORZ., # 5 BARS @24" VERT. #5 BARS @ 32" O.C. VERT. AND #5 BARS @ 48" O.C. HORZ.
NOTE: CONCRETE TO HAVE COMPRESSIVE STRENGTH fc=4500psi 2000 PSI MIN CMU BLOCK
6" CONCRETE PAD WITH APRON STUCCO FINISH ON CMU WALL 6" 1' -0 " 2'-8" (3) #5 CONTINUOUS TRANSVERSE, #4 AT 48" O.C. MAX B-AS101 6 2' -8 " M IN . 1' -0 " 5' -4 " 3" 9" 6" 1' -0 " 2'-8" 9" EQ EQ EQ EQ 3"
DRIP EDGE (BOTH SIDES) PRECAST CONC. CAP REBAR CMU WALL STUCCO FINISH ON EXTERIOR TO MATCH EIFS 01 9" EQ EQ EQ EQ 3" 2" 2 " 1 " 1" 5" 1/2" CENTER DECKING ON T.S. FRAME CONT. WELD 45° ANGLED STEEL DECKING TO T.O.S.
1" STRIP OF PLATE STEEL; WELD TO FRAME
NOTE: ALL STEEL SHALL BE POWDER COATED
3/8" HANDLE; 12" LONG; 4" OFF FROM GATE; WELD TO FRAME 2x4x1/4 HSS FRAME
WELD TABS TO FRAME
RAISED ROD CATCH TAB WELDED TO FRAME
HEAVY DUTY STEEL DROP ROD
1' -0 " 3" 5 1/ 2" 5" 2" 1/2"
CAST INTO CONC. 1 1/2" DIA. COLLAR 1' -0 " 3" 5 1/ 2" 5" 2" 1/2"
CAST INTO CONC. 1 1/2" DIA. COLLAR 4" 2" 1/4" CENTER DECKING ON T.S. FRAME CONT. WELD 45° ANGLED STEED DECKING TO HSS (BOTH SIDES)
1" STEEL FLAT BAR, CONT. WELD TO T.S.
4" 2"
1/4"
CENTER DECKING ON HSS FRAME
CONT. WELD 45° ANGLED STEEL DECKING TO HSS
(BOTH SIDES)
CL
1" STEEL FLAT BAR, CONT. WELD TO T.S. 4" 2" 1/4" 4" 2" 1/4" 2" CONCRETE FILLED 6x6x.25 TS
MTL DECK; WELD TO FRAME
HSS 2x4x.25 FRAME; MITER AND WELD CORNERS HEADY DUTY GATE HINGE; 3000 LBS
CAPACITY
CL
1" STRIP OF PLATE; WELD TO FRAME
3/ 4" 2"
70
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3,599 SFPAD C
1 3,602 SFPAD B
1 12'-0" 2'-9 5/8" 62'-6 1/2" 9'-9 7/8" 24 '-0 " 2' -3 5 /8 " 61 '-1 0 1/ 2" 11 3 /8 " 11 '-0 " 2' -0 " 11 '-0 " 11 3 /8 " 59 '-6 1 /2 " 1' -2 1 /4 " 11 '-0 " 8' -1 1 3/ 8" 12'-0" 1'-5 5/8" 62'-6 1/2" 11'-1 7/8" TYP 309 TYP 3301 TYP 2602 2104 3302 3302 3201 3201 3201 3201 TYP 2203 TYP 3202 3203 3203 2604 2203 B-AS101 9 B-AS101 4 1002 1002 26'-0" 36'-0" 26'-0" 18'-0" 9' -0 " T YP . 18'-0" TYP. 24'-6" 4'-0" 24'-6" 36 '-0 " 26 '-0 " 8' -6 " 81 '-0 " 8' -6 " 311 311 311 5'-2 3/8" 8 9 9 8 6 TYP 2605 C-AS101 4 TYP. TYP 2607 3201 3201HEAVY-DUTY STEEL HINGES; 3000 LBS CAPACITY MIN; TYP
6x6x1/4 CONCRETE-FILLED TUBE WITH WELDED PLATE CAP
NOTE: ALL EXPOSED STEEL SHALL BE POWDER COATED BLACK
LOCKABLE LATCH
HEAVY DUTY DROP RODS 6x6x1/4 STEEL TUBE; SET INTO
CONCRETE 4" 1' -6 " 1'-6"
SET TUBE IN CONCRETE; MIN 4" AROUND PIPE SLOPE AWAY FROM TUBE
2' -6 " 6" 1' -0 " PRECAST CONC. CAP ON CMU WALL PLATE CAP MTL DECK; PAINTED SEE PLAN SEE PLAN 2 B-AS101 10 B-AS101 B-AS101 7 5 B-AS101 8 B-AS101 4" 1' -6 " 1'-6" 2' -6 " SEE PLAN SEE PLAN 1'-6" 4' -0 " 3' -0 " 6"
DOMED CONC. CAP PAINTED
6" Ø PAINTED STEEL PIPE FILLED SOLID WITH CONC.
SLOPE TOP TO PAVING OR GRADE 7' -0 " 1'-6" 3' -0 " 6" 801.427.2233 | JARRETTARCHITECTURE.COM L I C E N S E D A RCHI TE CT ST AT E OF UTA H
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/S p a n is h F o rk R e ta il/ S p a n is h F o rk R e ta il P a d s B a n d C .r v t 2 /1 6 /2 0 2 1 8 :3 0 :5 4 A M SCALE: As indicatedSP
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PROJECT #: 2101.023/8" = 1'-0"
B-AS1019
TRASH ENCLOSURE PLAN
3
DUMPSTER ENCLOSURE WALL
1 1/2" = 1'-0"
B-AS101
6
DUMPSTER ENCLOSURE CAP
3" = 1'-0"
B-AS101
7
GATE DROP LATCH
3" = 1'-0"
B-AS101
8
DUMPSTER GATE HANDLE
3" = 1'-0"
B-AS101
5
DUMPSTER GATE DROP ROD
2
DUMPSTER GATE SECTION
3" = 1'-0"
B-AS101
10
DUMPSTER GATE HINGE DETAIL1
1
SITE PLAN
3/8" = 1'-0"
11
DUMPSTER GATE ELEVATION
4
BOLLARD DETAIL
KEYNOTES
#
DESCRIPTION
309 6" CONCRETE BOLLARD W/ BLACK HOUSING
311 BOARD FORMED CONCRETE PLANTER WITH 1/2" PVC WEEPS AT BASE OF WALL ON TOP OF FOOTING SPACED 24" ON CENTER. SEE LANDSCAPE DRAWINGS FOR DETAILS.
1002 MANUFACTURED METAL LADDER WITH LOCKED SECURITY PANEL. PAINT BLACK WITH HIGHT-PERFORMANCE PAINT.
2104 FIRE HYDRANT PER CIVIL
2203 SITE DRAINAGE, SEE CIVIL DRAWINGS.
2602 ELECTRICAL POWER AND DISCONNECT PER ELECTRICAL PLANS
2604 ELECTRICAL TRANSFORMER PER CIVIL AND ELECTRICAL PLANS AND DETAILS 2605 POLE LIGHT, SEE ELECTRICAL DRAWINGS
2607
3201 DETECTABLE WARNING SURFACE, PER APWA PLAN NO. 238 AND ADA COMPLIANT RAMP 3202 ACCESSIBLE PARKING SIGNAGE
3203 6" CONCRETE CURB
3301 GAS METERS, SEE MECHANICAL DRAWINGS 3302 8 YD DUMPSTER AND 8 YD RECYLCE DUMPSTER
B-4
B-4
B-3
B-3
B-2
B-2
B-1
B-1
B-A
B-A
B-B
B-B
B-C
B-C
60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 1" T YP . 60'-0" 20'-0" 20'-0" 20'-0" 2'-4" 1" 8'-5" 11'-7" 2'-4" 1" 1'-0 1/2" 17'-1 3/4" 1'-9 3/4" 4 3/4" 19'-7 1/4" 1" 63 '-0 " 30 '-0 " 33 '-0 " 1" 6' -1 1" 10 '-6 1 /8 " 12 '-6 7 /8 " 1' -1 1 3/ 8" 20 '-5 " 2' -2 1 /2 " 8' -5 1 /4 " 1" 2' -0 " 1" 11" C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A C8A H O LD S LA B BA C K FO R P LU M BI N G 5' -0 " 701 TYP 601 601 2 3/4" 2 3/ 4" TYP 303 C8 C8 C8A C8 C8 C8A 1'-5 1/2" 1' -5 1 /2 " 13'-2" 3'-11 3/4" 3'-4 3/8" 13'-2" 3'-5 5/8" 307 307 TYP 302 TYP 302 T.O.F. 100'-0" T.O.F. 100'-0" T.O.F. 100'-0" T.O.F. 100'-0" TYP 306 TYP 306 TYP 306 5 B-A400 5 B-A400 1 B-A400 1 B-A400 1 B-A400 1 B-A400 5 B-A400 1 B-A400 1 B-A400 T.O.F. 99'-8" T.O.F. 99'-8" T.O.F. 99'-8" T.O.F. 100'-0" T.O.F. 99'-5" T.O.F. 99'-8" TYP 702 60'-0" 20'-0" 20'-0" 20'-0" 63 '-0 " 30 '-0 " 33 '-0 " 7' -0 " 23 '-1 " 4' -8 3 /8 " 13 '-5 1 /2 " 14 '-1 0 1/ 8" 2' -1 " 1" T YP . 60'-0" 20'-0" 20'-0" 20'-0" 2'-4" 1" 8'-5" 11'-7" 2'-4" 1" 1'-0 1/2" 17'-1 3/4" 1'-9 3/4" 4 3/4" 19'-7 1/4" 1" 63 '-0 " 30 '-0 " 33 '-0 " 1" 6' -1 1" 10 '-6 1 /8 " 12 '-6 7 /8 " 1' -1 1 3/ 8" 20 '-5 " 2' -2 1 /2 " 8' -5 1 /4 " 1" 2' -0 " 1" 11" 2 3/4" 2 3/ 4" 1'-5 1/2" 1' -5 1 /2 " 13'-2" 3'-11 3/4" 3'-4 3/8" 13'-2" 3'-5 5/8" 10'-7" 9'-5" 1" 10'-7" 9'-5" 1" 9" 3'-4" 5'-4" 9" 3'-4" 4'-4"1. TOP OF SLAB AND FOUNDATION WALLS SHALL BE AT A REFERENCE ELEVATION 100'-0". 2. DIMENSIONS ARE TO FACE OF CONCRETE U.N.O.
3. PROVIDE ARCHITECTURAL CONCRETE FINISH WHERE FOUNDATION IS EXPOSED TO VIEW. 4. FOUNDATION WALLS ARE 8" CONCRETE WALLS U.N.O.
5. SEE STRUCTURAL FOR CONTROL JOINT SPACING.
6. ALL CONTROL JOINTS SHALL BE SAW CUT TO A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB, BUT NOT LESS THAN 1".
7. PROVIDE ISOLATION JOINTS BETWEEN SLABS AND COLUMNS, WALLS AND FOOTINGS. 8. APPLY DAMPPROOFING TO ALL EXTERIOR BELOW GRADE SURFACES OF EXTERIOR
UNDERGROUND WALLS IN CONTACT WITH EARTHWORK.
9. EXTEND VERTICAL DAMPPROOFING DOWN WALLS FROM FINISH GRADE LINE TO TOP OF FOOTING. EXTEND OVER TOP OF FOOTING AND TURN DOWN MIN. OF 6" OVER OUTSIDE FACE OF FOOTING. DO NOT EXTEND ONTO SURFACES THAT WILL BE EXPOSED TO VIEW WHEN PROJECT IS COMPLETED.
10. FINISH FLOOR AND SLABS
A. COMPLY WITH ACI 302.1R RECOMMENDATOINS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES.
B. TROWEL FINISH: AFTER APPLYING FLOAT FINISH, APPLY FIRST TROWELING AND CONSOLIDATE CONCRETE BY HAND OR POWER-DRIVEN TROWEL. CONTINUE
TROWELING PASSES AND RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED COATINGS OR FLOOR COVERINGS.
a. APPLY A TROWEL FINISH TO SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN-FILM-FINISH COATING SYSTEM.
b. FINISH SURFACES TO THE FOLLOWING TOLERANCES, ACCORDING TO ASTM E 1155 (ASTM E 1155M), FOR A RANDOMLY TRAFFICKED FLOOR SURFACE: • SPECIFIED OVERALL VALUES OF FLATNESS, F(F) 30; AND OF LEVELNESS,
F(L) 20; WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F) 24; AND OF LEVELNESS, F(L) 15; FOR SUSPENDED SLABS.
C. FINISH AND MEASURE SURFACE SO GAP AT ANY POINT BETWEEN CONCRETE SURFACE AND AN UNLEVELED, FREESTANDING, 10-FT LONG STRAIGHTEDGE RESTING ON TWO HIGH SPOTS AND PLACED ANYWHERE ON THE SURFACE DOES NOT EXCEED 3/16 INCH.
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3/16" = 1'-0"
B-A2001
PAD B - LEVEL 1 CONTROL PLAN
KEYNOTES
#
DESCRIPTION
302 CONCRETE CONTROL JOINT
303 SMOOTH TROWEL FINISH TOP OF CONCRETE POUR-BACK SLAB AT 100'-0" AFF. SEE STRUCTURAL DETAILS
306 CONCRETE FOOTING, SEE STRUCTURAL 307 CONCRETE SLAB OVER COMPACTED FILL 601 COLUMN, SEE STRUCTURAL DRAWINGS 701 RIGID INSULATION
702 RIGID INSULATION BELOW SLAB, SEE COMMCHEC