Hurricane roof suspension system

Abstract

I, James N. Atwood, have invented a new design of and for a Hurricane Roof Suspension System, as set forth in the following specification. The claimed Hurricane Roof Suspension System is to retain the roof to the dwelling in which will enhance the safety of property and life when used. The general purpose of my design is by embedding galvanized cable in concrete poured lintel (or attached by sleeve anchors), over the roof to the other side of the dwelling, with a spacing of 3 foot between cables and attaching the cable of the other side of the roof to the lintel. Where as the length of the cable exceeds 25-30 foot on the roof, galvanized cable or all-thread is attached to the foundation, in walls, up to the roof line, with either galvanize cable and thimble or eye hooks which attaches to the cable on the roof.

Description

SUMMARY OF INVENTION

The general idea of “Hurricane Roof Suspension System” is to retain roof plywood and the trusses to the foundation or block walls.

The advantages by using this method of support for roof structures, is that it will minimize structure damage and loss of property in the dwelling.

This statement of invention is by using cable over the roof plywood which is attached to the trusses and is anchored or embedded in concrete, in the lintel or the slab, in which rebar and concrete are tied into the foundation.

DETAIL DESCRIPTION OF INVENTION

The hurricane roof suspension system starts at one end of the dwelling for new construction and for existing dwelling. The ¼ inch galvanized cable is wrapped around rebar in the lintel (FIG. 101.A) embedded in concrete or is attached to the lintel by ½ inch×4 inch sleeve anchor (FIG. 301.C4),(Pic. 3.2A, 3.2D), with the spacing of 3 foot intervals horizontally between each other (Pic. 1.2A interior left, 1.2C close-up of galvanized cable extruding from concrete lintel). The cable is then extended up ward and around exterior part of the gable (Pic. 1.2B interior right side of lintel with ¼ inch galvanized cable going around exterior gable) through a ¼ inch drilled hole, through the roof plywood on the exterior part of the gable. The ¼ inch galvanized cable (FIG. 201.B1) passes through the support wire eye hook (FIG. 201.B2, 401.D5, 501.E2, 601.G ) with a spacing of 25-30 foot span between the eye hooks in length and 3 foot horizontally to retain the 1.4 inch galvanized cable tension on the roof by means of using the ½ inch all-thread support to roof (FIG. 401.D), which is embedded in the 4 inch concrete slab (FIG. 401.D2) and positioned up ward and extended toward the roof line and is connected to a ½ inch galvanized nuts and lock washers (FIG. 401.D4) and a ½ inch galvanized threaded coupling (FIG. 401.D3) in which the threaded eye hook (FIG. 401.D5, 201.B3) is screwed on to. Which enables only the eye hook to be partly exposed (FIG. 201.B2, 401.D) to permit the ¼ inch galvanized cable through the eye let (FIG. 201.B, 401.D, 601.G, 701.H) and a 25-30 foot maximum interval in length vertically.

Or by means of using the vertical cable support (FIG. 501.E) in which a ¾ inch ‘L’ shape galvanized anchor bolt with a 2 inch closed eye is embedded in 4 inch concrete slab (FIG. 501.E1) every 3 foot horizontally (FIG. 601.G, 601.G1) and 25-30 foot maximum interval in length vertically (FIG. 101.A, 701.H). With the ½ inch galvanized cable (FIG. 501.E4) from anchor bolt (FIG. 501.E1) embedded in concrete floor, up to roof line, is attached by pneumatic crimp sleeve (FIG. 501.E3), with thimble at both ends of cable, with the eye let (FIG. 201.B2, 501.E2) just enough exposed for the ¼ inch galvanized cable to pass through (FIG. 201.B2) it. The ¾ inch ‘L’ shape anchor bolt (FIG. 501.E1) with closed eye can be used in a poured lintel application.

The cross bracing system of existing dwellings (FIG. 701.H) is applied by adding cross bracing every 5 foot (FIG. 101.A, 70.H, 801.J) to the roof suspension system (FIG. 101.A). Where as every 10 foot of cross bracing cable (FIG. 701.H3) is to extend over the peak, down to the other side of the roof, to the last run of ¼ inch galvanized cable and by cross bracing intersection (FIG. 801.J) to give a continuous net approach over the existing roof (FIG. 701.H, 701.H3, 701.H2).

The cable anchoring for existing dwellings (FIG. 901.K) is by adding the ‘L’ shape eye hook every 3 foot across (FIG. 601.G) horizontally and 25-3 foot across in length vertically (FIG. 101A, 701.H) into existing walls by installing (2) ½ inch×3 inch sleeve anchor n the slab in the existing walls to he vertical cable support (FIG. 501.E).

The ¼ inch cable on the roof to the other end of the dwelling, penetrates back down behind the trusses (Pic. 2.1D, 2.1C) and down to the existing lintel (FIG. 101.A, 301.C). This attachment to the lintel in detail (FIG. 301.C4) has a pass through of the lintel which is incorporated as a fail-safe-design (FIG. 301.C2). by which if the crimp sleeve slips, the cable (Pic. 3.2A) will only surrender ¾ inch to 1 inch (FIG. 301.C1) in the loop only. The stopper (FIG. 301.C2) will not pass through the sealed lintel. The lintel pass through (FIG. 301.C3, 301.C4) is a 9/16 inch hole and filled with simpson epoxy ET-22 (Pic. 3.2A face view, 3.2 B down ward view, 3.2D close up of pass through with stopper (FIG. 301.C2)), the lintel has a ½ inch×4 inch sleeve anchor with a 1¼ galvanized washer ad a ½ inch galvanized nut (FIG. 301.C5), the threads on the ½ inch sleeve bolt have had simpson epoxy ET-22 applied to them both to retain tightness and will not loosen by vibration.

DRAWINGS

FIG. 101.A, a front elevation view of the Hurricane Roof Suspension System showing my design;

FIG. 201.B is a detail of support wire through eye hook thereof,

FIG. 301.C is a detail pass-through of lintel view thereof,

FIG. 401.D is all-thread support to roof view thereof,

FIG. 501.E is a vertical cable support view thereof,

FIG. 601.G is a 25-30 foot roof support system view thereof,

FIG. 701.H is cross bracing system for existing dwellings view thereof,

FIG. 801.J is a cross bracing intersection for existing dwelling view thereof,

FIG. 901.K is cable anchoring for existing dwelling view thereof,

REFERENCE TO DRAWINGS

101.A

Over all view of the Hurricane Roof Suspension System in which the ¼ inch galvanized cable is either embedded in concrete in the lintel or attached by sleeve anchors to the lintel. Each ¼ inch run of galvanized cable with a 3 foot span between cables, goes up-ward around exterior portion of the gable, across the plywood or wood plank roof, through the galvanized eye hooks or cable and thimbles penetrating through the roof at 25-30 foot spans, to the other end of the dwelling on the same side, then down through roof, around exterior gable and down to the lintel and terminated by connection to the lintel, for a secure tie down of the roof.

201.B Support Wire Through Eye Hook

201.B1 The ¼ inch galvanized cable passing through the eye hook to retain tightness of the cable.

201.B2 The eye hook partly exposed through the plywood roof, just enough to let the ¼ inch galvanized cable through the eye hook to retain to tightness of the galvanized cable over a span of 25-30 foot intervals horizontally and 3 foot interval span vertically.

201.B3 The ½ inch galvanized closed eye hook or galvanized cable with thimble and crimped sleeve attached by cable or all-thread to foundation.

301.C Detail Pass—Through of Lintel

301.C1 A ¾ inch to a 1 inch loop of ¼ inch galvanized cable from around the ½ inch×4 inch sleeve anchor, to the pass-through of the lintel drilled hole.

301.C2 The ¼ inch galvanized cable extruding from the lintel drilled pass-through, has a in-line crimped stopper at the exposed cable. The ¼ inch in-line stopper will not pass-through the drilled 9/16 inch hole ad the remainder of the cable is then passed back through the hole.

301.C3 The ¼ inch galvanized cable going into and returning from the 9/16 drilled hole through the lintel, have had the cavity of the 9/16 hole filled with “simpson epoxy ET-22”.

301.C4 Is the ½ inch×4 inch Red Head concrete anchoring sleeve anchor. With one 1¼ inch galvanized washer with a ½ galvanized nut. The washer is retained by the nit threaded onto the sleeve anchor n which the ¼ inch galvanized cable from the roof is wrapped around the ½ inch×4 inch sleeve anchor.

301.C5 The “simpson epoxy ET-22”, a epoxy-based anchoring adhesive for strength sealed application for the lintel hole pass-through.

301.C6 The ¼ inch galvanized cable from the roof is wrapped around the ½ inch sleeve anchor which has (2) ¼ inch crimped sleeve above the ½ inch×4 inch sleeve anchor. Both crimped sleeve are compressed after the cable is wrapped around the sleeve anchor and back through the crimped sleeve.

401.D2 The ½ inch galvanized threaded rod with a 1 foot “L” shape end which is embedded in the 4 inch concrete poured slab and is positioned straight up ward.

401.D3 A ½ inch threaded coupling is used to extend the ½ inch threaded rod up ward and to connect to the ½ inch eye hook, with ½ inch nuts and lock washers on both sides of the coupling for a lock tight secure coupling to both the eye hook and the all-thread extension to the roof line.

401.D4 A ½ inch galvanized nut and ½ inch galvanized lock washer applied to both sides of the ½ inch galvanized coupling for a secure lock tight fitting.

401.D5 The ½ inch galvanized eye hook partly exposed through roof line and attached to ½ inch galvanized all-thread by means of ½ inch nuts, washers and coupling, all galvanized.

501.E An ¾ inch×8 inch ‘L’ shape galvanized anchor bolt with a 2 inch closed eye embedded in a 4 inch poured concrete slab.

501.E2 The roof line of ½ inch larger plywood with eye inlet partly exposed through roof just enough for the ½ inch galvanized cable to pass through eye inlet.

50.E3 The ½ inch galvanized cable from floor foundation, attached to the embedded ¾ inch×8 inch ‘L’ shaped galvanized closed eye let. Which goes through the eye and is pneumatic crimped with a 2 inch thimble to the cable at both ends rising toward the roof line.

501.E4 The ½ inch galvanized cable extending from floor line to the roof line.

601.G The general out-line and front view of the ½ inch cable or all-thread of the roof suspension system with the dwelling cut-in half.

601.G1 The general view of the 3 foot span between the ½ inch galvanized cable or the ½ inch galvanized all-thread from foundation to roof with eye hooks.

701.H The cross bracing system for existing dwellings has the same lay-out pattern as the roof suspension system with added bracing across the roof, for a net approach for the roof. Which the 3 foot span of ¼ inch galvanized cable are anchored into the lintel at both ends of each individual run of the dwelling.

701.H2 The ¼ inch galvanized cross bracing cable is weaved under and over the 3 foot span cable with the distance of 5 foot between cross bracing and is terminated on the same side by connection with (2) ¼ inch crimped sleeve.

701.H3 With every 10 foot of cross bracing, the cable will extend over the roof peak, down toward the last ¼ inch galvanized cable run on the opposite side, weaving under and over the 3 foot galvanized cable runs and will terminate by connection at the last ¼ inch galvanized cable with (2) ¼ inch crimped sleeve.

801.J The ¼ inch galvanized cable running the length of the dwelling continuous, with an attachment of cable to it every 5 foot.

801.J1 The (2) ¼ inch crimped sleeve connecting the ¼ inch continuous run to the cross bracing, at every 5 foot to the bottom cable, and every 10 foot for the cross bracing over the roof peak, down to the other side of the last ¼ inch continuous run.

901.K The cable anchoring to the floor of existing dwelling for the ½ inch galvanized cable to attach to, for the vertical cable support.

901.K1 A 2 inch eye hook with a ‘L’ shape and two ½ inch holes for mounting to floor.

901.K2 (2) ½ inch hex nuts for tighten

901.K3 (2) ½ inch lock washers for retaining

901.K4 The ½ inch×3 inch sleeve anchors embedded in the slab, in which the cable anchoring for existing dwellings are attached to.

Claims

1. the ornamental design for Hurricane Roof Suspension System as shown and described.