Commercial Door Systems SERIES HSS STEEL DOOR, …...series hss steel door, outswing, impact (x, xx)...
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DAS 8 OF 2/27/19 HMF0002 SERIES HSS STEEL DOOR, OUTSWING, IMPACT (X, XX) PTC PRODUCT DESIGN GROUP, LLC PO BOX 520775 LONGWOOD, FLORIDA 32752 FBPE C.A. NO. 25935 TITLE: DRAWN BY: SCALE: REV: DATE: DRAWING NO: SHEET: HMF EXPRESS 2501 NORTHCHASE PARKWAY SE WILMINGTON, NC 28405 PROJECT # 416-0603 Robert J. Amoruso, P.E. Florida P.E. No. 49752 Phone: 321.690.1788 Fax: 321.690.1789 Email: [email protected]- REV DESCRIPTION DATE BY SERIES HSS STEEL DOOR, OUTSWING, IMPACT (X, XX) X X X N.T.S. TYP. ELEVATIONS, DESIGN PRESSURES AND GENERAL NOTES 1 Commercial Door Systems TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS, DESIGN PRESSURES AND GENERAL NOTES 2 DOOR PANEL DETAILS 3 ELEVATION & HORIZONTAL CROSS SECTIONS - X DOOR 4 ELEVATION & HORIZONTAL CROSS SECTIONS - XX DOOR 5 VERTICAL CROSS SECTIONS - X & XX DOORS 6 ANCHORING DERAILS 7 BILL OF MATERIALS AND COMPONENTS 8 PANEL AND FRAME CONSTRUCTION DETAILS MAXIMUM OVERALL DIMENSION POSITIVE DESIGN PRESSURE (PSF) 52" x 98" +47 - 47 NEGATIVE 76" x 98" +47 - 47 SINGLE DOOR DOUBLE DOOR DOOR TYPES IMPACT RATING: LARGE AND SMALL MISSILE - HVHZ & WIND ZONE 4, MISSILE LEVEL D
Commercial Door Systems SERIES HSS STEEL DOOR, …...series hss steel door, outswing, impact (x, xx) x xx typ. elevations, design pressures and general notes n.t.s. 1 commercial door
1 TYPICAL ELEVATIONS, DESIGN PRESSURES AND GENERAL NOTES
2 DOOR PANEL DETAILS
3 ELEVATION & HORIZONTAL CROSS SECTIONS - X DOOR
4 ELEVATION & HORIZONTAL CROSS SECTIONS - XX DOOR
5 VERTICAL CROSS SECTIONS - X & XX DOORS
6 ANCHORING DERAILS
7 BILL OF MATERIALS AND COMPONENTS
8 PANEL AND FRAME CONSTRUCTION DETAILS
MAXIMUM OVERALL
DIMENSION
POSITIVE
DESIGN PRESSURE (PSF)
52" x 98" +47 - 47
NEGATIVE
76" x 98" +47 - 47
SINGLE DOOR
DOUBLE DOOR
DOOR TYPES
IMPACT RATING: LARGE AND SMALL MISSILE - HVHZ & WIND ZONE 4, MISSILE LEVEL D
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GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE (FBC) REQUIREMENTS INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND HAS BEEN EVALUATED TO THE FOLLOWING. 1.1. TAS 201-1994 TAS 201-1994 1.2. TAS 202-1994 TAS 202-1994 1.3. TAS 203-1994 TAS 203-1994 2. PRODUCT ANCHORS SHALL BE AS LISTED AND PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL HALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN THE "HVHZ" THIS PRODUCT WHEN USED IN THE "HVHZ" THIS PRODUCT COMPLIES WITH SECTION 1626 OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. 4. WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" WHEN USED IN AREAS OUTSIDE OF THE "HVHZ" REQUIRING WIND BORNE DEBRIS PROTECTION THIS PRODUCT COMPLIES WITH SECTION 1609.1.2 OF THE FBC AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 AND SECTION 1609.1.2.2 OF THE FBC. 5. SITE CONDITIONS THAT DEVIATE FROM THE SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 6. ALL STEEL SHALL BE PROTECTED AS SPECIFIED ALL STEEL SHALL BE PROTECTED AS SPECIFIED IN SECTION 2222.6 OF THE FBC. 7. SEE MIAMI-DADE NOA NO. 18-0504.08 FOR SEE MIAMI-DADE NOA NO. 18-0504.08 FOR CARPENTER CO. PREFORMED BLOCK TYPE EPS INSULATION COMPONENT APPROVAL. 8. SEE SHEET 9 FOR FRAME AND PANEL SEE SHEET 9 FOR FRAME AND PANEL CONSTRUCTION DETAILS.
ROCKWELL 555 FLUSH BOLT @HEAD & SILL W/ " THROW. MORTISE 34" THROW. MORTISE STRIKE PLATES ( " x 2-1/4") 1516" x 2-1/4") ATTACHED TO FRAME HEAD AND ALUMINUM THRESHOLD W/ (2) #8 COMB. WS/SMS EACH.
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NOTES: 1. SPOT WELD ANCHOR BRACKET TO SPOT WELD ANCHOR BRACKET TO FRAME: 2 WELDS PER FLANGE (4 TOTAL PER BRACKET).
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DIRECT TO MASONRY CONSTRUCTION
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2501 Northchase Parkway SE
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Phone: (910) 452-1845
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Fax: (910) 452-1848
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CONCRETE SILL
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VERTICAL CROSS SECTION
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INTERIOR
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EXTERIOR
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SEE NOTE 1 (TYP.)
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DIRECT TO MASONRY CONSTRUCTION
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VERTICAL CROSS SECTION
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INTERIOR
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EXTERIOR
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2501 Northchase Parkway SE
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Phone: (910) 452-1845
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Fax: (910) 452-1848
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Wilmington, NC 28405
DA
S
8O
F
2/27/19
HM
F0002
SERIES H
SS STEEL D
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Commercial Door Systems
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HINGE JAMB
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STRIKE JAMB
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DETAIL 2
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HINGE DETAIL
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FRAME ANCHORING
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FRAME ANCHORING
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DIRECT TO MASONRY
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STEEL STUDS
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CONCRETE ANCHOR NOTES:
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1. CONCRETE SCREW LOCATIONS MAY BE ADJUSTED TO MAINTAIN A CONCRETE SCREW LOCATIONS MAY BE ADJUSTED TO MAINTAIN A MINIMUM 1" EDGE DISTANCE TO MORTAR JOINTS. IF CONCRETE SCREW LOCATIONS NOTED AS "MAX. O.C." MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL CONCRETE SCREWS MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED. 2. CONCRETE ANCHOR TABLE:CONCRETE ANCHOR TABLE:
MASONRY-2,500 PSI MIN. CONCRETE TO ACI 301 OR HOLLOW BLOCK (GROUT FILLED) CONFORMING TO ASTM C90
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CONCRETE
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H
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" DIA. PFH CONCRETE SCREW (SEE ANCHOR TABLE ON SHEET 6)14" DIA. PFH CONCRETE SCREW (SEE ANCHOR TABLE ON SHEET 6)
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STEEL
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J
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" DIA. PFH DYNABOLT SLEEVE ANCHOR (SEE ANCHOR TABLE ON SHEET 6)38" DIA. PFH DYNABOLT SLEEVE ANCHOR (SEE ANCHOR TABLE ON SHEET 6)
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STEEL
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M
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" DIA. LDT TAPCON CONCRETE SCREW (SEE ANCHOR TABLE ON SHEET 6)38" DIA. LDT TAPCON CONCRETE SCREW (SEE ANCHOR TABLE ON SHEET 6)
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STEEL
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N
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" X 5" BOLT (ASTM A307) W/NUT AND WASHER38" X 5" BOLT (ASTM A307) W/NUT AND WASHER
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STEEL
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X
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STEEL STUD (14GA, Fu=50ksi, Fy=33ksi)
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STEEL
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1
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STEEL DOOR PANEL
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-
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2
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HOLLOW METAL FRAME (HEAD AND JAMB) - 16GA (0.058" THK)
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STEEL
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3
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ASTRAGAL (EXTERIOR PEMKO #357SC)
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ALUM
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4
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ASTRAGAL (INTERIOR PEMKO #352CR)
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ALUM
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5
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THRESHOLD (PEMKO #179AV)
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ALUM
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6
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PERIMETER GASKET (PEMKO #312CR)
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-
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7
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PERIMETER GASKET (PEMKO #315CR)
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-
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8
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.210 X .525" SELF TAP FH SCREW
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STEEL
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9
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HINGE 4.5"X4.5"
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STEEL
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10
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#12-24 X 1.0" COMBINATION MACHINE / WOOD SCREW
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STEEL
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11
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LATCH STRIKE
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STEEL
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12
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REINFORCEMENT (LOCK BOX)
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STEEL
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13
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DOOR GASKET (PEMKO #347A / 68AR)
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-
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14
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DOOR GASKET (PEMKO #368CN)
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-
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15
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ANCHOR BRACKET
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A60 GALV.
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16
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WEATHERSTRIPPING TAPE
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NEOPRENE
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17
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PERIMETER GASKET (PEMKO #S88)
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-
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PERIMETER GASKETING
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7
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PERIMETER GASKETING
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6
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No. 6 x 5/8" PHSMS, Phillips (Factory Provided)
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No. 6 x 5/8" PHSMS, Phillips (Factory Provided)
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THRESHOLD
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5
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No. 10 x 1" FHWS, Phillips (Factory Provided)
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No. 10 x 1" THSMS, Phillips (Factory Provided)
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ASTRAGAL
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3
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ASTRAGAL
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4
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(HEAD & JAMBS)
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2501 Northchase Parkway SE
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Phone: (910) 452-1845
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Fax: (910) 452-1848
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Wilmington, NC 28405
DA
S
8O
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2/27/19
HM
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SERIES H
SS STEEL D
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Commercial Door Systems
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PANEL CONSTRUCTION THE PANELS CONSTRUCTED FROM (2) 18 GA. (0.048"MIN.) COLD ROLLED STEEL FACE SHEETS. THE VERTICAL EDGES OF THE FACE SHEETS ARE FORMED TO JOIN TOGETHER AND CREATE A MECHANICAL INTERLOCK. THE HORIZONTAL EDGES ARE CUT STRAIGHT. THE TOP AND BOTTOM PERIMETER OF THE PANEL, ON THE INTERIOR, IS REINFORCED WITH A 14 GA. (0.074" MIN.) STEEL "U" CHANNEL MEASURING 1.632" WIDE X 0.75" DEEP X 35.75" LONG AT THE TOP AND BOTTOM. THE TOP AND BOTTOM "U" CHANNEL IS 0.125" BELOW THE HORIZONTAL EDGES OF THE PANEL AND IS SPOT / PROJECTION WELDED IN 5 PLACES ALONG EACH SIDE OF THE PANEL. THE PANEL IS REINFORCED IN THE INTERIOR WITH 2 GA. (0.025" MIN.) STEEL STIFFENERS RUNNING VERTICAL FROM TOP TO BOTTOM. THE STIFFENERS CAN ONLY BE A MAXIMUM OF 9" FROM MIDLINE. THE STIFFENERS ARE WELDED AT EACH SIDE OF THE STIFFENER UP 3.0" FROM BOTTOM AND A MAXIMUM OF 6.0" ON CENTER. THE SPACES BETWEEN THE STIFFENERS AND THE EDGES OF THE PANEL ARE FILLED WITH INSULATION (EPS OR FIBERGLASS). EACH PANEL HAS THREE STEEL HINGE REINFORCEMENTS WELDED TO ONE OF THE FACE SHEETS BEFORE BOTH FACE SHEETS ARE ASSEMBLED. THE REINFORCEMENT IS CONSTRUCTED FROM A 7 GA. (0.171" MIN.) HOT ROLLED STEEL MEASURING 1.25" WIDE X 8.5". THE REINFORCEMENTS ARE LOCATED AT 7.125, 39.275, AND 71.625" FROM THE TOP OF THE CENTER OF THE REINFORCEMENTS. (LOCATIONS VERY WITH THE HEIGHT OF THE DOOR WITH MAX 39.5" O.C. SPACING).
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FRAME CONSTRUCTION THE HEAD AND SIDE JAMBS ARE A ONE-PIECE BRAKE PRESS FORMED STEEL FRAME FROM 16 GA. (0.053" MIN,) COLD ROLLED STEEL MEASURING 5.875" X 2.625". THE CORNERS OF BOTH THE HEADER AND SIDE JAMBS ARE MITERED AND BUTTED. WELDED FRAMES ARE SEAM WELDED ON THE FRAME FACE AND CONTINUOUSLY WELDED ON THE INTERIOR SURFACES.THE KNOCKED DOWN FRAME (KD) HEADER HAS SLOTS PUNCHED IN BOTH RETURN LEGS FOR THE 18GA. (0.048") FRAME TABS THAT ARE WELDED TO THE SIDE JAMBS. THE TABS ARE BENT 90 DEGREES OVER THE HEADER AFTER BEING SLIPPED THROUGH THE SLOTS TO CREATE A MECHANICAL JOINT. THE FRAME HAT SECTION OF EACH SIDE JAMB HAS ONE PUNCHED TAB THAT IS SLIPPED INTO THE PUNCHED SLOT IN THE HEADER AND BENT DOWN 90 DEGREES OVER THE HEADER TO CREATE ANOTHER MECHANICAL JOINT. EACH HINGE LOCATION ON BOTH THE WELDED FRAME AND THE KD FRAME HAVE A 7GA. (0.179") HOT ROLLED STEEL HINGE REINFORCEMENT MEASURING 1.25" WIDE X 10.0" WELDED TO THE FRAME. EACH SIDE JAMB HAS 16 GA. (0.053") STEEL L-SHAPED FLOOR ANCHOR PLATES MEASURING 1.5" WIDE FLOOR SIDE X 1.75" WIDE FRAME SIZE X 5.0" LONG WELDED TO THE INSIDE BOTTOM OF THE FRAME.
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