RaClisnts\Vision Hollow Metal Permanent Florida Product Drawings\FL19036 (20200\FL19036 5 dwg, FL-19036.5 Vision Hollow Metal Limited 0 400 Zen way Blvd. Unit #1 z. 8 Wood bridge, ON L4H OS7 8 EA £425 ZEB MAX. [RR FRAME WIDTH : gg LS2075 STEEL DOOR 5, 80d g QxZ8 § Ef, Z38,% <[g52 IMPACT hes Za “ Zh GENERAL NOTES This product has been evaluated and is in compliance with the 7th Edition {2020} Florida w= = iE Building Code {FBC) structural requirements including the "High Velocity Hurricane Zone” {HVHZ).
RAClients\Vision Hollow Metal Permanent\A Florida Product 19036 5 dwg, 2.1 LOCK SEAM Cet CHR Len FOC eH, Sefeleteletetelo2e2elelete! CORE MATERIAL { ) HORIZONTAL CROSS SECTION 35.75" MAX PANEL WIDTH y 32' MAX HINGE SPACING IL 83.125" MAX, DOOR PANEL HEIGHT 32" MAX HINGE SPACING £345 e TEAS 55 (MIN 39.56" =F AWE DOOR PANEL 740° Door wi Cylindrical Lock & Deadbolt STEEL DOOR SKIN: 20 GA. (MIN. 0.032" THE) GAL. STEEL (Fy = 50,700 PSI MIN.) CORE MATERIAL: HONEYCOMB CORE OR £PS FOAM [POLYSTYRENE 1.0 PCF MIN.
(303) EXTERIOR RY "em. (TYP) os HORIZONTAL CROSS SECTION Shown w/ Wood Stud Anchor in swing Shown {Out swing Similar} / @ J0a® INFERIOR Call K NP} DRYWALL EXT. SHEATHING HORIZONTAL CROSS SECTION \4/ Shown wf Wood/Steel Stud Strap Anchor in swing Shown {Out swing Similar) NOTE: THE WOOD/STEEL STUD STRAP ANCHOR 1S NOT QUALIFIED FOR USE IN THE “HVHZ", 14, “2 DOr, Atty, LOCK REINFORCEMENT Lh HORIZONTAL CROSS SECTION Shown w/ Steel Stud Anchor In swing Shown {Out swing Similar} September 9, 2020 BIZ, £go8 §onf G
RiClients\Vision Hollow Metal Permanent\A Florida Product {2020\FL19036.5.dwg, 6.1 WOOD/STEEL STUD FRAMING {BY OTHERS} WOOD STUD CONCRETE STEEL STUD Aue I JAMES T ANCHORS FRAME LJ FRAME MASONRY OPENING CONCRETE 2 CONCRETE ¢ SILL ANCHORS 3 gE SILL ANCHORS MAX. OC. (TYP) & 12° MAX. O.C. {TYP} (rp) . [rp FRAME ANCHORING FRAME ANCHORING Masonry Construction Wood/Steel Stud Concrete Anchors CONCRETE ANCHOR NOTES: Through the Frame .
RiClients\Vision Hollow Metal Permanent Florida Product Approvals-18036\C Drawings\FL19036 (20200\FL19036 5.dwg, 7.1 CONCRETE ANCHOR NOTES: 1. Concrete screw locations at the comers moy be adjusted fo maintain a minimum 1" edge distance fo {4 MIN. TOTAL PER JAMB) MASONRY WIRE ANCHOR LOCATIONS 8 MAX. (TYP) 1st JOINT {FROM TOP) JAMBS {rrp 24' MAX. O.C. (TYP) CONCRETE SILL ANCHORS hl & T2' MAX, O.C, {TYP} fom became FRAME ANCHORING Masonry Construction Masonry Wire Anchors mortar joints.
Revisionist Hollow Metal Permanent Florida Product Drawings\FL19036 5.dwg, 8.1 BILL OF MATERIALS 9, TEM # | DESCRIPTION MATERIAL 2,625" “EL 8 B__| OX STUD FRAMING [G>= 0.55] Wood _ WER C | 1/4 MAX. SHIM SPACE MASONRY -3,000 PSI MiN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK (GROUT FILLED] | ceremony p 3 $55 CONFORMING TO MAST C50 ZF E80 F | #8X 1-1/2 PFH WOOD SCREW MIN.