SERIES BORROW LITE STEEL FRAME - IMPACT TRANSOM ......" max. shim space-e masonry- 2,500 psi min. concrete conforming to aci 301 or hollow block (grout filled) conforming to astm c90
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DAS 5 OF 2/27/19 HMF0006 SERIES BORROW LITE STEEL FRAME, IMPACT 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]- PREPARED BY: REV DESCRIPTION DATE BY SERIES BORROW LITE STEEL FRAME - IMPACT TRANSOM – SIDELIGHT FOR SWINGING DOOR ASSEMBLIES N.T.S. TYP. ELEVATIONS, DESIGN PRESSURES AND GENERAL NOTES 1 Commercial Door Systems
GENERAL NOTES 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 6th EDITION (2017) FLORIDA BUILDING CODE (FBC) REQUIREMENTS EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND HAS BEEN EVALUATED TO THE FOLLOWING. 1.1. ASTM E330-02 ASTM E330-02 1.2. ASTM E1886-05 ASTM E1886-05 1.3. ASTM E1996-09 ASTM E1996-09 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED IN AREAS REQUIRING WIND BORNE DEBRIS PROTECTION, WHEN USED IN AREAS 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. 4. THIS PRODUCT DOES NOT MEET THE WATER INFILTRATION THIS PRODUCT DOES NOT MEET THE WATER INFILTRATION REQUIREMENTS OF THE FBC AND SHALL BE INSTALLED ONLY IN NON-HABITABLE AREAS OR AT HABITABLE LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY SUCH THAT THE OVERHANG RATIO (OH) = OH LENGTH / OH HEIGHT IS EQUAL TO OR GREATER THAN 1. 5. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 6. SEE MIAMI-DADE NOA NO. 17-0712.05 FOR EASTMAN CHEMICAL CO. SEE MIAMI-DADE NOA NO. 17-0712.05 FOR EASTMAN CHEMICAL CO. SAFLEX PVB INTERLAYER COMPONENT APPROVAL.
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VERTICAL ORIENTATION
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HORIZONTAL ORIENTATION OVERALL WIDTH AND HEIGHT FOR FRAME AND DLO SHOWN FOR VERTICAL ORIENTATION APPLICABLE TO HORIZONTAL ORIENTATION.
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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
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TABLE OF CONTENTS
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SHEET#
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DESCRIPTION
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1
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TYP ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES
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2
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HORIZONTAL AND VERTICAL CROSS SECTIONS
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3
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HORIZONTAL CROSS SECTIONS
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4
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ANCHORING DETAILS
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5
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BILLS OF MATERIALS AND GLAZING DETAIL
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MAXIMUM OVERALL DIMENSION
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MAXIMUM D.L.O. DIMENSION
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DESIGN PRESSURE (PSF)
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POSITIVE
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NEGATIVE
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46"X98"
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40.75"X92.75"
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+65
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-70
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WIND ZONE 4, MISSILE LEVEL D IMPACT RATED
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NOTE:
1. SPOT WELD ANCHOR BRACKET TO FRAME. 2 WELDS PER
FLANGE (4 TOTAL PER BRACKET). ALTERNATIVELY MIG WELD, 1
PER FLANGE (2 TOTAL PER BRACKET).
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SEE NOTE 1 (TYP.)
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SEE NOTE 1 (TYP.)
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INTERIOR
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EXTERIOR
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VERTICAL CROSS SECTION
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INTERIOR
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EXTERIOR
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MORTAR REMOVED FOR CLARITY
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VERTICAL CROSS SECTION
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HORIZONTAL CROSS SECTION
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EXISTING MASONRY
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EXISTING MASONRY
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EXISTING MASONRY
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INTERIOR
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EXTERIOR
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HORIZONTAL CROSS SECTION
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MORTAR REMOVED FOR CLARITY
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EXTERIOR
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MORTAR REMOVED FOR CLARITY
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INTERIOR
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HORIZONTAL CROSS SECTION
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MORTAR REMOVED FOR CLARITY
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EXTERIOR
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INTERIOR
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EXTERIOR
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INTERIOR
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MORTAR REMOVED FOR CLARITY
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NEW MASONRY
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NEW MASONRY
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FRAME ANCHORING
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WIRE OR T ANCHOR
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TYP.
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FRAME ANCHORING
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EXISTING MASONRY
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TYP.
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TYP.
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JAMBS
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TYP.
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MASONRY OPENING
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FRAME ANCHORING
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EXISTING MASONRY
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TYP.
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MASONRY OPENING
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ANCHOR TYPE
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ANCHOR SIZE
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MANUFACTURER
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MIN. EDGE DISTANCE
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MIN. EMBEDMENT
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CONCRETE ANCHOR SCREW
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3/8"
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LDT TAPCON (ITW BUILDEX)
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3"
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1-1/2"
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CONCRETE SLEEVE ANCHOR
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3/8"
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DYNABOLT SLEEVE ANCHOR (ITW REDHEAD)
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2-1/4"
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1-1/2"
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CONCRETE ANCHOR NOTES:
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1. CONCRETE SCREW LOCATIONS MAY BE ADJUSTED TO MAINTAIN A MINIMUM 1" EDGE 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:
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2/27/19
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2501 N
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WILM
IN
GT
ON
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C 28405
PR
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CT
#
41
6-06
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Robert J. Amoruso, P.E.
Florida P.E. No. 49752
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BILL OF MATERIALS
ITEM # DESCRIPITION MATERAILS
C
1
4
" MAX. SHIM SPACE
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MASONRY- 2,500 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK
(GROUT FILLED) CONFORMING TO ASTM C90
CONCRETE
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3
8
" DIA. PFH DYNABOLT SLEEVE ANCHOR (SEE ANCHOR TABLE ON SHEET 4)
STEEL
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3
8
" DIA. LDT TAPCON CONCRETE SCREW (SEE ANCHOR TABLE ON SHEET 4)
