HomeMy WebLinkAbout3-Taco Bell - 08.06.2021 - A6.0 Details-RoofNOTE: G.C. TO PROVIDE BLOCKING
AND INSTALL THE LADDER
ROOF
DECK
6"4'-0"TYP.ASREQUIRED8" 15'-10"(FIELD VERIFY WITH FINAL INSTALLED ROOF STRUCTURE HEIGHT)1'-6"1'-0"TYP.1/8" MOLDED
POLYURETHANE
SAFETY CAPS
2 1/2" ALUMINUM
CHANNEL
SIDERAIL (6005-T5)
2 1/4" SERRATED
ALUMINUM TREAD
(6005-T5)
16'
17 7/8"7 1/4"PLAN BRACKET DETAIL
4 1/2 "
8 1
/
2
"3"1/4"
9/16"40" MINIMUMKITCHEN HOOD EXHAUST FAN
HINGED BASE FOR SERVICING /
CLEANING
SEAL WITH APPROVED
MATERIAL
PRE-FABRICATED VENTILATED
CURB EXTENSION
NEMA 3R FUSED DISCONNECT,
MOUNT TO HINGED BASE, SEE
ELECTRICAL
SHEET METAL COUNTER
FLASHING - WRAPS TOP AND
OUTSIDE OF CURB, EXTENDING
OVER BASE FLASHING
PRE-FABRICATED GALVANIZED
STEEL CURB WITH INSULATION
DUCT WRAP - SEE MECHANICAL
MINIMUM 16 GAUGE WELDED
DUCT
NOTE: EXHAUST FAN SHALL
BE LEVEL WITHIN 1/8" OVER
WIDTH OF CURB
SCHEDULE ROOF DECK AND ROOF OPENING SUPPORT
4"
SL
O
P
E
SLOP
E
24 GAUGE G.I. COVER PLATE
SET INTO SEALANT BEAD
APPLIED ALONG BOTH SIDES OF
JOINT - SECURE USING SCREW
THRU STEEL / NEOPRENE
WASHER CENTERED OVER 1/4"
GAP BETWEEN ADJACENT
SECTIONS OF NEW COPING.
SCREW THRU NEOPRENE
WASHER @ 30" O.C. @ INSIDE
FACE ONLY
SECURE OUTSIDE FACE
OF METAL SECTIONS
USING TWO NAILS THRU
SLOTTED HOLES UNDER
COVER PLATE
24 GAUGE G.I. CAP FLASHING
COUNTER FLASH @
EXTERIOR FACE
NOTE: JOINTS ARE TO OCCUR AT 10'-0" MAX.8" MIN.STANDARD CURB BASE, FASTEN
PER MANUFACTURERS
RECOMMENDATIONS
ELECTRICAL CONDUIT
GALVANIZED NAILS @ 6" O.C.
SCREW THRU NEOPRENE
WASHER, 3 PER SIDE
PREFABRICATED CUSTOM CURB
FLASHING
(2) TAPERED 2X12 WOOD CURB
OVER 2X SECURED TO DECK
ROOFING MATERIAL
8" MIN.TYPICAL VENT PIPE
S.S. BAND POSITIONED 1/4"
FROM TOP OF STACK FLASHING
DURO-LAST PRE-FABRICATED
VENT STACK FLASHING
DURO-LAST ROOFING
MATERIAL OVER RIGID
INSULATION
2X SOLID BLOCKING STACKED
WITH DRILLED HOLE FOR PIPE
PENETRATION
SEALANT AT PENETRATION
SCHEDULE ROOF
DECK AND ROOF
OPENING SUPPORT
NOTE:
EXHAUST FAN SHALL
BE LEVEL WITHIN 1/8"
OVER WIDTH OF CURB
SCHEDULE ROOF DECK AND
ROOF OPENING SUPPORT
FLASHING PAINT TO
MATCH FINISH
ROOFING PER ROOF
PLAN
(2) - 2X6 STUDS
EACH SIDE OF
BLOCKING
LEDGER OR TRUSS
SEE PLAN
STRAP CONNECTION
PER STRUCTURAL
EXTERIOR FINISH
1/2" PLYWOOD
SHEATHING 4"NOTES: 8" MINIMUMT.O. CURB TO T.O. ROOF1'-2"HVAC UNIT
UNIT COUNTER FLASHING WITH
NEOPRENE PERIMETER GASKET
1" HEAD NAILS AT 6" O.C.
KNOCK-DOWN FLAT METAL CURB
- SEE SCOPE OF WORK
5/8" PLYWOOD SECURED TO
CURB
CURB FLASHING
TAPERED SLEEPER TO LEVEL
CURB
ROOFING MATERIAL OVER RIGID
INSULATION
NOTE: RTU SHALL BE
LEVEL WITHIN 1/8" OVER
LENGTH OF EQUIPMENTSCHEDULE ROOF DECK AND ROOF OPENING SUPPORT
60 MIL. TPO SINGLE PLY ROOF
MEMBRANE
BUILT-UP RIGID INSULATION
CRICKET OVER ROOFING RIGID
INSULATION OVER 2X FRAMING
SLOPE PER ROOF PLAN
PLYWOOD ROOF DIAPHRAGM
PROVIDE A WOOD NAILER TO MATCH THE THICKNESS OF THE WALL FINISH.
APPROXIMATELY 1" THICK IS TYPICAL BUT MAY VARY. TOP OF WOOD NAILER
SHALL BE FLUSH WITH TOP OF WALL FINISH. THE WOOD NAILER SHALL EXTEND
AT LEAST 1/2" INCH BEYOND THE LOWER HORIZONTAL EDGE OF THE PARAPET
COPING TO ALLOW FOR PROPER FASTENING.
FASTENERS USED TO ATTACH THE COPING TO WOOD NAILERS, MUST BE SPACED
NO GREATER THAN 18" ON CENTER.
ALLOW FOR 1/8" EXPANSION GAP BETWEEN 10'-0" LENGTHS OF COPING. PROVIDE
COPING JOINT COVERS BETWEEN ENDS OF COPING PIECES AND AT CORNERS.
JOINT COVERS SHOULD BE MADE FROM THE SAME MATERIAL AS THE COPING
AND SHOULD LAP THE JOINTS A MINIMUM OF 6" ON EITHER SIDE. JOINT COVERS
SHALL BE FASTENED THE SAME WAY AS THE COPING.
FIBER CANT STRIP SLOPED 1/4":12" TOWARDS ROOF.
ROOF MEMBRANE RUN UP AND OVER FIBER CANT TO LAP WOOD BLOCKING AT
FRONT FACE.
FACTORY PAINTED 24 GAUGE METAL COPING WITH 4" DROP FRONT, BACK AND
ENDS (WHERE SHOWN).
WALL FINISH AS SCHEDULED.
DOUBLE 2X TOP PLATE.
PLYWOOD SUBSTRATE. SEE SHEET A1.0 AND STRUCTURAL FOR ADDITIONAL
DETAILS.
3 6
5
4
1
2
7
9
8
9
1
2
3
4
5
6
7
8
9
BUILDING PARAPET
NOTE:
SEE ALSO PLUMBING DRAWINGS
HOT WATER INTAKE OR
EXHAUST FLUE
PIPE CLAMP-BOLT TO ANGLE,
TYP. OF 2
2x2x1/8" ANGLE - LAG BOLT TO
PARAPET @ BLKG. & CUT &
BEND @ 90 DEG. ANGLE
14"
MIN.
MEMBRANE ROOF
FLASHING BOOT
ROOFING
MEMBRANE
RIGID INSUL. BD.
FASTEN PVC
TUBE TO TRUSS
BELOW ROOF
DECK WITH GALV.
STEEL U-CLAMP
WOOD TRUSS
CHORD (TYP.)
WOOD TRUSS
WEB (TYP.)
EXTEND PVC PIPE A
MIN. OF 24" BELOW
PLYWD. ROOF DECK
ROOF PLYWOOD
UTILITY LINES FOR
ROOF TOP
EQUIPMENT
EXT. CLOSED CELL
INSULATION FOAM TO
SEAL PIPE
6" DIA. WHITE 40
SCHEDULE PV PIPE. 2-90
DEGREE PLUS VERTICAL
THRU ROOF
8"MIN. MIN. 24 GA. G.I. CAP
FLASHING SECURE W/ SCREW
THRU STEEL/EPDM WASHER
AS NEEDED FOR PROPER
SECUREMENT (4 SIDES)
2x6 @ 16" O.C.
5/8" CDX PLYWOOD
CAP SHEET OVER
TOP OF SLEEPER
EXTEND DOWN
SIDES BY 2"
(2) 2x12, RIP FOR
LEVEL PLATFORM
BASE FLASHING
ROOFING MATERIAL
NOTE:
SET SUPPORTS ON SOLID
NON-RIBBED NEOPRENE, AND
SECURE LAG BOLTS THROUGH
STEEL/NEOPRENE WASHER
SCHEDULE ROOF DECK AND
ROOF OPENING SUPPORT
CONTACT LEE COBB WITH
DURO-LAST AT 800-434-3876
FOR ROOF MEMBRANE
QUESTIONS.
1/2" PLYWOOD SHEATHING
MINIMUM 3/4" FURRING
MINIMUM 1/16" EPDM
HARDIE REVEAL PANEL
VERTICAL SIDING
BLUESKIN VP WATER RESISTIVE
AIR BARRIER MEMBRANE
FLASHING AND DRAINAGE PER
FINISH REQUIREMENTS
HEADER - SEE STRUCTURAL
R.O.
EXTERIOR INTERIOR
SECTION A-A
30" 36"X
10 1/8"9 3/8"1 1/2"7 1/4" 3 1/4"3 1/2" 3 1/2"
HATCH MATERIAL:
GALVANIZED STEEL (PRIME PAINTED)
COVER - 14 GA. GALV STEEL
FRAME COVER - 14 GA. GALV STEEL
FRAME CURB - 14 GA. GALV STEEL
COVER LINER - 22 GA. GALV STEEL
HATCH FINISH:
GALV - PRIME PAINTED
MANUFACTURER:
PRECISION LADDERS, LLC OR EQUAL
OUTSIDE PADLOCK
PROVISION
OUTSIDE HANDLE
VINYL GRIP
COVER REINFORCING
CHANNEL (TYPICAL)
1" FIBERGLASS
INSULATION
EXTRUDED RUBBER
GASKET
HEAVY DUTY HINGE
FRAME COVER W/
3/8" PIVOT PIN
COVER LINER
ONE POINT LOCKING
UNIT
INSIDE PADLOCK
PROVISION
FRAME CURB PRESSURE
INTENSIFIER
HOLD OPEN ARM
VINYL GRIP
CLEAR OPENING
CLEAR OPENINGA A4'-6" LENGTH OR LESS ONE
POINT LATCH GREATER THAN
4'-6" TWO POINT LATCH
CLEAR OPENING
HOLD OPEN
ARM
ONE POINT
LOCKING
UNIT
HEAVY DUTY
HINGE
PRESSURE
INTENSIFIER
NOTES:
1. ALL MOUNTING HARDWARE TO BE SUPPLIED BY OTHERS.
2. FOR OPERATING EFFICIENCY, HATCH HARDWARE VARIES BY SIZE EXAMPLE
MODEL #: PH- A/G OPENING SIZE IN FEET-INCHES (PH-G2630)
CONSTRUCTION
A6.0
CON. @ STUD AND @ BLOCKING 3"=1'-0" 17 W.H. FLUE / INTAKE PIPE SUPPORT N.T.S. 13 PIPE HOOD N.T.S. 9 COPING JOINT DETAIL1 1/2"=1'-0"5
EXHAUST FAN CURB 1 1/2"=1'-0" 18 HVAC CURB 3"=1'-0" 14 PARAPET CAP DETAIL3"=1'-0"2
EXHAUST FAN CURB 1"=1'-0" 19 EQUIPMENT PLATFORM SUPPORT 3"=1'-0" 15 ROOF LADDER AND HATCH3"=1'-0"7
NOT USED 20 CRICKET 3"=1'-0" 16 SEALED PIPE FLASHING 1 1/2"=1'-0" 12 PARAPET CORNER 3"=1'-0" 8 ROOF LADDERN.T.S.4
DETAILS -
ROOF
9853 N MICHIGAN RD.
CARMEL, IN 46032
TB21-10
GGD
08.06.2021PERMIT / BID:
ISSUES AND REVISIONS:
CHECKED BY:
DRAWN BY:
PROJECT NO.:
KDI
ENDEAVOR - REMODEL
62 SEATS / 3,011 +/- S.F.
TACO BELL, CARMEL, IN
A R C H I T E C T S
2145 Ford Parkway, Suite 301
Saint Paul, Minnesota 55116
651.690.5525
www.finn-daniels.com
Rebecca L. Olson, AIA #AR11500059
IAN AI
ND
REGISTER
E
D REBECCAL.O
L
SONSTATE OF
ARCHITEC T
NO. AR11500059
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09/23/21