PERIMETER ENHANCEMENT PLAN SEE MFP-1 FOR FASTENING PATTERNS TEMPLATE VERSION: FT-PVC V1.2
4'-0"
PROJECT MANAGER: J. GAMBOA
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
ZONE 1
SCALE:
N.T.S.
BOOZ ALLEN / SPARC
PROJECT NAME:
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
DWGS PREPARED FOR:
ZONE 3
DRAWN BY: K. SULLIVAN
DATE
ZONE 2
1 2 3 4
DRAWING REVISIONS
4'-0"
8'-0" 8'-0"
DATE:
3/31/16
PE-1
BOOZ ALLEN / SPARC
PROJECT NAME:
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
FIELD SHEETS
ZONE 2
DWGS PREPARED FOR:
SHEET SIZES: FULL SHEET = 8 FT HALF SHEET = 4 FT
STEEL DECK FLUTE DIRECTION
BASE TIE-IN OR EDGE DETAIL
FULL SHEET
NOTE: FASTENING RATE WILL BE CONSISTENT IN ALL LOCATIONS AS REQUIRED BY CODE, SPECS, AND/OR MANUFACTURER
PERIMETERS & CORNERS TO INCORPORATE STANDARD 50 & 100 PERCENT ATTACHMENT ENHANCEMENTS PER FM 1-29
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
FASTENER SPACING: X = 12" O.C. Y = 12" O.C. Z = 12" O.C.
ZONE 1
Y
ROW OF FASTENERS AND PLATES CENTERED IN THE FULL SHEETS COVERED WITH A HEAT WELDED STRIP OF MEMBRANE
SPECIFICATIONS
PROJECT MANAGER: J. GAMBOA
TEMPLATE VERSION: FT-PVC V1.2
DATE SCALE:
SEE PE SHEETS FOR BASE TIE-IN OR EDGE DETAIL
N.T.S.
MECHANICAL ATTACHMENT
DRAWN BY: K. SULLIVAN
ZONE 2
1 2 3 4
ZONE 3
PERIMETER 1/2 SHEETS AS REQUIRED BY SPECS & CODE
DRAWING REVISIONS
X
ROW OF FASTENERS AND PLATES CENTERED IN THE 1/2 SHEETS COVERED WITH A HEAT WELDED STRIP OF MEMBRANE
HALF SHEET
SPECIFICATIONS
SEE PE SHEETS FOR
Z
DATE:
3/31/16
MCA-1
12"
12" 6"
6"
6"
6"
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
ZONE 2
ZONE 3
TEMPLATE VERSION: FT-PVC V1.2
SCALE:
-
-
ZONE 1
PROJECT MANAGER: J. GAMBOA
PRIMARY INSULATION ATTACHMENT FOR 1-90 MECHANICALLY ATTACHED FIBERTITE SYSTEM
DRAWN BY: K. SULLIVAN
PRIMARY INSULATION ATTACHMENT FOR 1-90 MECHANICALLY ATTACHED FIBERTITE SYSTEM
1 2 3 4
PRIMARY INSULATION ATTACHMENT FOR 1-90 MECHANICALLY ATTACHED FIBERTITE SYSTEM
DRAWING REVISIONS
6"
6"
6"
DATE
4'
4'
8'
8'
4'
6"
4'
4'
4' 8'
24"
6"
24"
12"
BOOZ ALLEN / SPARC
6"
6"
24"
12"
DWGS PREPARED FOR:
12" 6"
4'
4'
PROJECT NAME:
4' 12"
6 FASTENERS
6 FASTENERS
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
6 FASTENERS
DATE:
3/31/16
MFP-1
CARBON STEEL 304 STAINLESS STEEL* 410 STAINLESS STEEL*
CARBON STEEL TRI-SEAL #10 DP3 : ZINC / YELLOW 410 SS : ZINC / CLEAR 304 SS : PASSIVATED
WOOD TO WOOD
1.
TRACER
STEEL
PANCAKE HEAD FLAT HEAD
DIAMETER
#10 - #12
LENGTH
5 8"
- 2 81"
#6 - #10
1" - 6"
PANCAKE HEAD
#14
1 21" - 7"
BULGE HEAD
#10 - #12
1 21" - 3 34"
HEX WASHER HEAD
#12
BULGE HEAD
#10 - #12
BULGE HEAD
DRAWING
PHOSPHATE
4.
CARBON STEEL TEK5
BLAZER #12 DP4 / DP5
CARBON STEEL 410 STAINLESS STEEL*
ZINC PLATED TRI-SEAL
TEK5
CARBON STEEL
TRI-SEAL
CARBON STEEL 304 STAINLESS STEEL*
CARBON STEEL 304 STAINLESS STEEL
MUSHROOM HEAD FLAT HEAD
#14 DP1 CONCEALOR
CARBON STEEL
.001" BLACK EPOXY
PANCAKE HEAD
#14
#12 BLAZER SS HEAD
CARBON STEEL 304 STAINLESS STEEL HEAD
CARBON STEEL 304 STAINLESS STEEL HEAD
HEX WASHER HEAD WITH EPDM SEALING WASHER
#12
ZAMAC DRIVE PIN ANCHOR
WOOD TO STRUCTURAL CONCRETE
WOOD TO LWIC
5.
.001" BLACK EPOXY
SPIKE
1 4" 1 4"
- 38"
1 2"
- 8"
1 21" - 3 34"
3 4"
- 2"
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
3.
WOOD TO STRUCTURAL STEEL
#14 DP1 CONCEALOR
DWGS PREPARED FOR:
2.
WOOD TO METAL DECK
1 21" - 7"
(FASTEN TO METAL PAN)
SHEET METAL LAP/STITCH
6.
EDGE METAL
3 4"
- 3"
PANEL CLIPS TO WOOD DECK
#10 CONCEALER PANCAKE HEAD
304 STAINLESS STEEL
304 STAINLESS STEEL
PANCAKE HEAD
#10 - #12
5 8"
- 7 34"
8.
PANEL CLIPS TO METAL
#10 CONCEALER PANCAKE HEAD
304 STAINLESS STEEL
304 STAINLESS STEEL
PANCAKE HEAD
#10 - #12
5 8"
- 7 34"
9.
ATTACHING GUTTER STRAPS
BLACK PHOS ZINC YELLOW
BLACK PHOS ZINC YELLOW
HEX HEAD
10.
SHEET METAL TO SHEET METAL
POP RIVET
STEEL ALUMINUM STAINLESS STEEL
STEEL ALUMINUM STAINLESS STEEL
N/A
STOVE BOLT
STEEL ALUMINUM STAINLESS STEEL
STEEL ALUMINUM STAINLESS STEEL
HEX HEAD
1" - 3 34"
1 8"
- 38"
.032" - 1"
1 4"
11 - 16 "
3/4" - 4"
(COUNTER FLASHING, ETC)
11.
GUTTER TO GUTTER STRAP
TEMPLATE VERSION: FT-PVC V1.2
+
1 4"
PROJECT MANAGER: J. GAMBOA
STRUCTURAL BOLTS
1 2 3 4
3 8"
DRAWING REVISIONS
DATE
7.
SCALE:
*
CAN BE USED WITH PRESSURE TREATED LUMBER
-
TYPICAL FASTENERS
DATE:
3/31/16
FST-1
-
CONCEALOR PANCAKE HEAD
HEAD STYLE
BOOZ ALLEN / SPARC
FINISH
PROJECT NAME:
MATERIAL
DRAWN BY: K. SULLIVAN
PRODUCT NAME
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
APPLICATION
(5 cm)
LAP STYLE "B" OPEN 1-1/2" (4 cm) FIELD WELD 1-1/2" (4 cm)
5" WELD / LAP LINE
6" (15 cm) 1-1/2" (4 cm) FIELD WELD
3" (8 cm) 6" (15 cm)
LAP STYLE "D" CLOSED 1-1/2" (4 cm) FIELD WELD
INCREMENTAL MARKING 6" O.C. CORP., FIBERTITE
3" (8 cm)
FTR MEMBRANE FLASHING FTR #201 OR #190 ADHESIVE FTR 1/8" X 1" ALUMINUM BAR ATTACHED @ 8"O.C. HOT AIR WELD FTR OR FTR-FB MEMBRANE
METAL STRAP (BY OTHERS) TO SECURE PLYWOOD ALONG JOINTS
INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS
FASTENERS (BY OTHERS) MUST NOT NOT PENETRATE NEW ROOF SYSTEM
FTR OR FTR-FB MEMBRANE
NEW ROOF SYSTEM
INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS
SUBSTRATE
ROOF PROTECTION TO BE PROVIDED BY OTHERS IF APPLICABLE
TEMPLATE VERSION: FT-PVC V1.2
SCALE:
N.T.S.
DATE:
3/31/16
FT-2
-
HOT AIR WELD
PROJECT MANAGER: J. GAMBOA
2" EXTRUDED POLYSTYRENE (BY OTHERS)
FTR MEMBRANE FLASHING
1 2 3 4
FTR #201 OR #190 ADHESIVE
DRAWN BY: K. SULLIVAN
ROOF MEMBRANE
DATE
MINIMUM 1/2" CDX PLYWOOD (BY OTHERS)
DRAWING REVISIONS
1-1/2" (4 cm) FIELD WELD
UNDERLYING (BOTTOM) MEMBRANE EDGE
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
SEAMAN CORP., FIBERTITE / SEAMAN CORP., FIB
LAP STYLE "C" CLOSED 1-1/2" (4 cm) FACTORY WELD
BOOZ ALLEN / SPARC
5" (13 cm)
DWGS PREPARED FOR:
CORP., FIBERTITE / SEAMAN CORP., FIBERTITE
5" (13 cm)
PROJECT NAME:
LAP STYLE "A" OPEN 1-1/2" (4 cm) FACTORY WELD
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
SEAMAN CORP.
1-1/2" (4 cm)
DRAIN ASSEMBLY WITH CLAMPING RING (BY OTHERS)
TAPERED INSULATION ATTACHED @ MINIMUM OF 2 FASTENERS PER BOARD FTR MEMBRANE
FTR #101 SEALANT
HOT AIR WELD
FTR FASTENER(S) & STRESS PLATE(S) 12" O.C. AROUND SUMP AREA FIELD TAPER SUMP TO PROVIDE A SMOOTH TRANSITION AS REQ. EXTEND FTR NON-REINFORCED MINIMUM OF 1/2" BEYOND INSIDE OF CLAMPING RING
STEEL DECK
NOTE: USE TAPERED ROOF INSULATION (EDGE STRIPS) TO CREATE DRAIN SUMP. IF TOTAL INSULATION THICKNESS IS LESS THAN OR EQUAL TO 1 1/2 IN., TAPER 12 IN. FROM THE DRAIN CENTER. IF TOTAL INSULATION THICKNESS IS GREATER THAN 1 1/2 IN., TAPER 18 IN. FROM DRAIN CENTER.
INSULATION PER SPECIFICATION "OPTIONAL" AIR BARRIER OR VAPOR RETARDER (PER SPECIFICATION)
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
GYPSUM COVER BOARD "OPTIONAL" (MECHANICALLY FASTEN PER SPECIFICATION)
DWGS PREPARED FOR:
HOT AIR WELD
BOOZ ALLEN / SPARC
FTR OR FTR-FB MEMBRANE (ADHERED PER SPECIFICATION)
PROJECT NAME:
FTR NON-REINFORCED MEMBRANE FLASHING
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
NOTE: BOTTOM LAYER OF INSULATION SHALL BE LAID DOWN IN A STAGGERED PROFILE. STAGGER AND OFFSET TOP LAYER OF INSULATION FROM BOTTOM LAYER TO PREVENT ALIGNED EDGES.
ROOF TOP UNIT OR SKYLIGHT
FTR MEMBRANE FLASHING
NON-LIFTABLE
EPDM WASHERED FASTENER AS REQUIRED FTR #101 SEALANT BEHIND TOP OF FLASHING
FTR #201 OR #190 ADHESIVE
METAL COUNTERFLASHING, FASTEN WITH EPDM WASHERED FASTENERS AT 12" O.C.
APPROVED FASTENER
FTR FLASHING (FULLY ADHERED)
FTR #201 OR #190 ADHESIVE GALVANIZED ANNULAR RING SHANK NAIL AT 6" O.C.
FTR #101 SEALANT (TOOLED) INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS WOOD BLOCKING ATTACHED @ 250 LBF/FT
INSULATION ATTACHED OR ADHERED PER SPECIFICATION WOOD BLOCKING/CURB CONSTRUCTION ATTACHED AT 250 LBF/FT
SCALE:
N.T.S.
DATE:
3/31/16
FT-3
-
FTR OR FTR-FB MEMBRANE
FTR MEMBRANE FLASHING
PROJECT MANAGER: J. GAMBOA
FTR MEMBRANE FLASHING STRIP HOT AIR WELD (TYPICAL)
TEMPLATE VERSION: FT-PVC V1.2
GALVANIZED ANNULAR RING SHANK NAIL (3" O.C.)
DRAWN BY: K. SULLIVAN
EPDM WASHERED FASTENER AS REQUIRED
DATE
FIBERCLAD METAL SCUPPER
ROOF TOP UNIT OR SKYLIGHT
1 2 3 4
FTR #101 SEALANT (TOOLED)
GALVANIZED ANNULAR RING SHANK NAIL AT 3" O.C.
DRAWING REVISIONS
FTR MEMBRANE FLASHING STRIP HOT AIR WELD (TYPICAL)
FTR "PRE-MOLDED" FLASHING
FTR OR FTR-FB MEMBRANE
FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS) HOT AIR WELD
INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
FTR FASTENER & STRESS PLATE (MIN. 4 FASTENERS)
FTR OR FTR-FB MEMBRANE
DWGS PREPARED FOR:
HOT AIR WELD
FTR "PRE-MOLDED" FLASHING
BOOZ ALLEN / SPARC
STAINLESS STEEL WORM GEAR CLAMP
PROJECT NAME:
FTR #101 SEALANT
STAINLESS STEEL WORM GEAR CLAMP
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
PIPE PENETRATION FTR #101 SEALANT
PIPE PENETRATION
INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS
FIBERCLAD METAL 4" WIDE FLASHING STRIP, HEAT WELDED IN PLACE
2" WIDE ALUMINUM TAPE OVER JOINT
2" 1/4"
CONTINUOUS GALVANIZED METAL CLEAT FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS AT 3" O.C.
4"
1/4" GAP
METAL COPING CAP
4" MIN.
EPDM WASHERED FASTENER
JOINT TREATMENT AT EDGE METAL FIBERCLAD METAL
WOOD BLOCKING ATTACHED @ 250 LBF/FT
GALVANIZED ANNULAR RING SHANK NAIL
BUTYL SEALING TAPE
INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS WOOD BLOCKING ATTACHED @ 250 LBF/FT BUTYL SEALING TAPE CONTINUOUS GALVANIZED METAL CLEAT FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS
TEMPLATE VERSION: FT-PVC V1.2
SCALE:
N.T.S.
DATE:
3/31/16
FT-4
-
FTR OR FTR-FB MEMBRANE INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS
PROJECT MANAGER: J. GAMBOA
HOT AIR WELD
DRAWN BY: K. SULLIVAN
FASTENER AND PLATE
DATE
FTR #201 OR #190 ADHESIVE
1 2 3 4
FTR OR FTR-FB MEMBRANE
FTR MEMBRANE FLASHING
DRAWING REVISIONS
FTR MEMBRANE FLASHING STRIP HOT AIR WELD
SUBSTRATE
SCALE:
N.T.S.
DATE:
3/31/16
FT-5
-
TEMPLATE VERSION: FT-PVC V1.2
BONDING ADHESIVE
PROJECT MANAGER: J. GAMBOA
MEMBRANE
BOOZ ALLEN / SPARC
PROJECT NAME:
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
WOOD NAILER
DRAWN BY: K. SULLIVAN
WELDED SPLICE
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
FASTENER AND HD OR HD PLUS SEAM PLATE
DWGS PREPARED FOR:
BONDING ADHESIVE
DATE
HATCH FLASHING
1 2 3 4
FLASHING OR MEMBRANE
DRAWING REVISIONS
GROMITTED FASTENER
INSULATION
FASTENER (SEE 8/FST-1)
0.040 ALUMINUM COPING CAP, SHOP-FABRICATED (PRE-FINISHED)
6
ROOF SIDE
24 GA. PVC COATED DRIP EDGE, SHOP-FABRICATED AP
'G
/2'
.1 OX
PR
AP
SEE ANSI-1 FOR ES-1 TESTING REQUIREMENTS
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
SHEET-METAL CONCEALED PLATE SET IN BUTYL SEALANT
SEE ANSI-2 FOR ES-1 TESTING REQUIREMENTS
IN.
M 6"
FACE SIDE
4" MIN. FLANGE (TYP.) USE APPROPRIATE COLORED SEALANT APPROPRIATE SEALANT
EXTERIOR CLOSURE FLANGE WITH FORMED EDGES ON THREE SIDES TO RECEIVE APPROPRIATE SEALANT
24 GA. PVC COATED OVERFLOW SCUPPER, SHOP-FABRICATED
DRIP EDGE APRON
SCALE:
N.T.S.
-
3'' LAP WITH BEAD OF BUTYL SEALANT
PROJECT MANAGER: J. GAMBOA
BUTYL SEALANT ON BACK SIDE OF CLOSURE
DRAWN BY: K. SULLIVAN
0.032 ALUMINUM COUNTERFLASHING, SHOP-FABRICATED (PRE-FINISHED)
TEMPLATE VERSION: FT-PVC V1.2
DATE
N. MI 6"
DWGS PREPARED FOR:
SHEET-METAL CONCEALED PLATE SET IN BUTYL SEALANT
IN. "M
1 2 3 4
AP
PR AP
DRAWING REVISIONS
PR AP
'G /2' .1 OX
GA
BOOZ ALLEN / SPARC
SHEET-METAL CONCEALED PLATE SET IN BUTYL SEALANT ON EACH SIDE
' /2'
PROJECT NAME:
P
.1 OX
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
L-TYPE PERIMETER EDGE METAL
DATE:
3/31/16
SHM-1
0.040" ALUMINUM 0.050" ALUMINUM CLEAT CONTINUOUS FRONT FACE AND BACK FACE CLEAT
OUTWARD
UPWARD
145 LBS./SQ. FT.
240 LBS./SQ. FT.
UL-11 3/1/11
3'' 4 0.040'' THICK ALUMINUM CONFORMING TO ASTM B209 3''
0.050'' THICK ALUMINUM CONFORMING TO ASTM B209
5'' MAX
3''
DWGS PREPARED FOR:
18'' MAX
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
135° 135 45° 3'' 4
3 4''
BOOZ ALLEN / SPARC
CONSTRUCTION DETAIL SM-2
PROJECT NAME:
THE NRCA ROOFING MANUAL
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
ANSI/SPRI ES-1 TESTED RESISTANCE
COPING
3/4''
FABRICATION
COPING CONTINUOUS CLEAT
1 1/4'' LONG GALVANIZED STEEL ROOFING NAIL AT 6'' O.C. 1/2"
TEMPLATE VERSION: FT-PVC V1.2
DATE
13 4''
PROJECT MANAGER: J. GAMBOA
SCALE:
N.T.S.
DRAWN BY: K. SULLIVAN
1 2 3 4
INSTALLATION
DRAWING REVISIONS
CONTINUOUSLY HAND CRIMP HEM OVER CLEAT
DATE:
3/31/16
ANSI-1
SCALE:
N.T.S.
DATE:
3/31/16
ANSI-2
DRAWN BY: K. SULLIVAN
1 2 3 4 PROJECT MANAGER: J. GAMBOA
DRAWING REVISIONS
TEMPLATE VERSION: FT-PVC V1.2
DATE
517 MERCURY STREET RALEIGH, NC 27611 (919) 828-2975 PHONE (919) 828-9352 FAX
BOOZ ALLEN / SPARC
PROJECT NAME:
FRAMPTON CONSTRUCTION 3227 BENCHMARK DRIVE LADSON, SC 29456
DWGS PREPARED FOR: