Instructions / Assembly

ManualsBrandsSteves & Sons ManualsDoors & WindowsPalisade 36 in. x 80 in. 3/4 MicroGranite Impact Glass RHOS Primed Fiberglass Prehung Front Door with 4-9/16 Frame

74" MAX. OVERALL

FRAME WIDTH

OUTSWING

FLUSH GLAZED FIBERGLASS DOOR

TABLE OF CONTENTS

SHEET # DESCRIPTION SHEET #

Typical Elevations, Design Pressures & General Notes

Horizontal & Vertical Cross Sections (Direct to Masonry)

2 Door Panel Details

Horizontal & Vertical Cross Sections

Elevations

Buck Anchoring

Horizontal & Vertical Cross Sections (2X Buck)

Frame Anchoring & Hardware Details

Horizontal & Vertical Cross Sections (1X Buck)

Bill of Materials & Components

DRAFT

IMPACT"

POSITIVE NEGATIVE

DESIGN PRESSURE (PSF)

OUTSWING

MAX.

FRAME

DIMENSION

CONFIGURATION

STEVES AND SONS

203 Humble Ave.

San Antonio, TX 78225

SINGLE & DOUBLE

37.5" x 96.5"

96.5" MAX. O.A.

FRAME HEIGHT

37.5" MAX.

OVERALL FRAME

WIDTH

+50.0 -50.0

74.0" x 96.5"

GENERAL NOTES

1. This product anchoring drawing has been evaluated and is in compliance with the 8th Edition

(2023) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone" (HVHZ).

2. 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, this product complies with FBC

Sections 1609.1.2 & R301.2.1.2. and does not require an impact resistant covering. This product

meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996 and FBC Sections

1609.1.2.2 & R301.2.1.2.1.

4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x

buck masonry construction.

5. Site conditions that deviate from the details of this drawing require further engineering analysis

by a licensed engineer or registered architect.

+50.0 -50.0

This item has been digitally signed and sealed by

L. F. Schmidt, P.E. on the date adjacent to the seal.

Printed copies of this document are not

considered signed and sealed and the signature

must be verified on any electronic copies.

THIS PRODUCT APPROVAL IS VALID

ONLY FOR THE STATE OF FLORIDA

"PALISADE"

Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.dwg

Digitally signed by

Lyndon F Schmidt

Date: 2024.05.01

16:37:45 -04'00'

Summary of content (10 pages)

PAGE 1
AFT DR Digitally signed by Lyndon F Schmidt Date: 2024.05.01 16:37:45 -04'00' STEVES AND SONS 203 Humble Ave. San Antonio, TX 78225 This item has been digitally signed and sealed by L. F. Schmidt, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. THIS PRODUCT APPROVAL IS VALID ONLY FOR THE STATE OF FLORIDA "PALISADE" FLUSH GLAZED FIBERGLASS DOOR SINGLE & DOUBLE 37.5" MAX.
PAGE 2
0.44" 2" INTERIOR 1.15" 2.75" 0.44" 1.75" COMPOSITE CAP COMPOSITE CAP HINGE STILE (LVL) STILE LOCK BLOCK REINFORCEMENT 20" LONG (LVL) (LVL) EXTERIOR G1 1 2 STILE REINFORCEMENT (LVL) LOCK BLOCK 20" LONG (LVL) LATCH STILE (LVL) COMPOSITE CAP 2" 1.15" 2.75" 0.44" 2" TOP RAIL (LVL) HORIZONTAL CROSS SECTION RAIL REINFORCEMENT (LVL) 1/2" GLASS BITE 1" OVERALL GLASS THK. 54.5" INTERIOR 1/8" TEMPERED GLASS EXTERIOR INTERIOR AIR SPACE 1 2 1/8" ANNEALED GLASS G1 0.
PAGE 3
Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.dwg 1 4 1 5 1 6 ELEVATION X 3 5 3 6 3 4 X 2 4 2 5 2 6 1 4 1 5 1 6 X 1 7 ELEVATION XX 3 5 © 2024 R.W. Building Consultants Inc.
PAGE 4
D E B ANCHOR NOT REQUIRED FOR SINGLE DOOR (X) INSTALLATION 1-1/4" MIN. EMB. (TYP.) L C 40 1 INTERIOR EXTERIOR 3 4 E B VERTICAL CROSS SECTION E Shown w/ 2X Buck C B C L L 0.15" C-SINK (TYP) 1 1 D D 7 7 L 11 1-1/4" MIN. EMB. (TYP.) 1 4 11 9 EXTERIOR 40 HORIZONTAL CROSS SECTION Shown w/ 2X Buck L 12 1-1/4" MIN. EMB. (TYP.) 40 2 4 HORIZONTAL CROSS SECTION Shown w/ 2X Buck © 2024 R.W. Building Consultants Inc. Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.
PAGE 5
F ANCHOR NOT REQUIRED FOR SINGLE DOOR (X) INSTALLATION E 1-1/4" MIN. EMB. (TYP.) A C 40 1 INTERIOR EXTERIOR A 3 5 C E VERTICAL CROSS SECTION Shown w/ 1X Buck 1 C F 1 F 7 INTERIOR 7 40 Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.dwg G G 11 1-1/4" MIN. EMB. (TYP.) 1 5 11 9 EXTERIOR 40 HORIZONTAL CROSS SECTION Shown w/ 1X Buck A 12 1-1/4" MIN. EMB. (TYP.) 2 5 HORIZONTAL CROSS SECTION Shown w/ 1X Buck © 2024 R.W. Building Consultants Inc.
PAGE 6
D ANCHOR NOT REQUIRED FOR SINGLE DOOR (X) INSTALLATION 1-1/4" MIN. EMB. (TYP.) E C 40 1 INTERIOR EXTERIOR 3 6 VERTICAL CROSS SECTION Shown Direct to Masonry E E 1 C C D 1 7 Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.dwg M INTERIOR 9 M EXTERIOR 11 11 7 40 12 40 1-1/4" MIN. EMB. (TYP.) 1-1/4" MIN. EMB. (TYP.) 1 6 HORIZONTAL CROSS SECTION Shown Direct to Masonry 2 6 HORIZONTAL CROSS SECTION Shown Direct to Masonry © 2024 R.W. Building Consultants Inc.
PAGE 7
NOTE: 1. Latch & deadbolt strike plate machine screws installed through strike plate into astragal plastic receiver. INTERIOR EXTERIOR 38 7 40 15 40 40 26 E 34 Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.dwg 1 7 HORIZONTAL CROSS SECTION 1-1/4" MIN. EMB. (TYP.) SEE NOTE 1 P 2 7 VERTICAL CROSS SECTION Outswing Threshold © 2024 R.W. Building Consultants Inc.
PAGE 8
Z:\2023 FBC Drawings\Steves & Sons\FL-46720\FL-46720.1.dwg HEAD & JAMBS (TYP.) X 2X BUCK ANCHORING © 2024 R.W. Building Consultants Inc. D 4" (TYP) 4" (TYP) 4" (TYP.) 16" O.C. MAX. (TYP) 16" O.C. MAX. (TYP) 4" (TYP.) CL 2" (TYP.) 4" (TYP.) D HEAD & JAMBS (TYP.) 2X BUCK (TYP.) MASONRY (TYP.
PAGE 9
XX ASTRAGAL BOLT HOLE @ SILL @ HEAD ASTRAGAL BOLT STRIKE PLATE DETAILS OUTSWING 54.5" 5.5" 5" HINGE JAMB ASTRAGAL 3.5" X 4" 20 GA. STEEL PLATE ATTACHED TO * BACK OF LOCK JAMB w/ (4) 1" CROWN X 5/8" LONG 16 GA.
PAGE 10
WOOD WOOD STEEL 4.56" CONCRETE 2.44" 1 COMPOSITE JAMB 2.44" NOVA 0.65" STEEL STEEL STEEL STEEL STEEL COMP FOAM STEEL STEEL STEEL STEEL ALUM/COMP STEEL STEEL STEEL STEEL STEEL STEEL ALUM - 1.38" F G L M P 1 7 9 11 12 13 15 20 21 22 25 26 37 38 40 1X BUCK (G >= 0.42) 2X BUCK (G >= 0.42) 1/4" MAX. SHIM SPACE 1/4" X 2-3/4" PFH DeWALT OR ITW CONCRETE SCREW MASONRY - 3,000 PSI MIN.