6
9* r-» -1 LL -0 .' It) 0 In 00 rt -1 LL 8 Z L. Z CE LLl C. U) C B 2 1/, U'b X UJ LL I C CD crt HMF**w#P 2501 Northchase Pkwy SE Wilmington, NC 28405 "HH-SRD" STEEL DOOR GENERAL NOTES OUTSWING '7MPACT" 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including 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 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" 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 details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets the water infiltration requirements for the "HVHZ". 7. All steel shall be protected as specified in Section 2222.6 of the FBC. SHEET# 1 2 3 4 5 6 TABLE OF CONTENTS DESCRIPTION Typical elevations, design pressures, & general notes Door panel details Horizontal cross sections Vertical cross sections Anchoring details Bill of materials and components C) LU I LU LL LLI > 0 1 1 X MAX. { OVERA 1 1 a DIMENSION 76.0" X 98.0" 0 g 76" MAX. OVERALL FRAME WIDTH g X DESIGN PRESSURE (PSF) POSITIVE +47.0 NEGATIVE -47.0 ......... fs:li g 1 5,5 0 * 3 0?.3 S *' %. 1... ./1 ... + '44 *pTl I/,illillill -5 g E i 0 D 0 0 0- K] Ld LL I LL CZ 0 -0 . C LU 'll" B El E* S.. : €43 42 9 9 ..:Of':P 3 M $ 9 de» 5;ME 0 -- ZO.0 0 19 Z -0 D i tg ,E: £ d]* 54 -2& * mil- [1- LL 01 9 C. 0 DATE: 8/31/15 SCALE: N.T. S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-18506.4 SHEET 1 of 6 ZJ mZ 0-J <C v El *e g QS CL 0 Z m 69 Z 0 > LIU IE. If) r} C] Z Z 3 U} Z 0 0 [0 Z 0 J [D

HMF**w#P r. r'.-1 LL 9 _J LL 15 Z LU CE L. a_ LL C B e dj LL C 9 02 a CD m I iII Z a_ ih d 35.75' MAX. PANEL WIDTH 0 E 9 SEE HARDWARE CHART (D OPAQUE STEEL DOOR PANEL STEEL DOOR SKIN:

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HMF**w#P2501 Northchase Pkwy SEWilmington, NC 28405

"HH-SRD" STEEL DOOR

GENERAL NOTES

OUTSWING

'7MPACT"

1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida BuildingCode (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ).

2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to basematerial shall be beyond wall dressing or stucco.

3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code anddoes not require an impact resistant covering.

4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this productcomplies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. Thisproduct meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section1609.1.2.2 of the FBC.

5. Site conditions that deviate from the details of this drawing require further engineering analysis bya licensed engineer or registered architect.

6. This product meets the water infiltration requirements for the "HVHZ".

7. All steel shall be protected as specified in Section 2222.6 of the FBC.

SHEET#

1

2

3

4

5

6

TABLE OF CONTENTS

DESCRIPTION

Typical elevations, design pressures, & general notesDoor panel detailsHorizontal cross sections

Vertical cross sections

Anchoring detailsBill of materials and components

C)LU

I

LU

LL

LLI

>

0

1

1

X

MAX.

{ OVERA 1 1 aDIMENSION

76.0" X 98.0"

0

g

76" MAX.

OVERALL

FRAME WIDTH

g

X

DESIGN PRESSURE (PSF)

POSITIVE

+47.0

NEGATIVE

-47.0

.........

fs:li g1 5,5 0 *3 0?.3 S *' %.

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9C.

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DATE: 8/31/15SCALE: N.T. S.

DWG. BY: JK

CHK. BY: LFS

DRAWING NO.:

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SHEET 1 of 6

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35.75' MAX.

PANEL WIDTH

0

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SEE HARDWARE CHART

(D OPAQUE STEEL DOOR PANELSTEEL DOOR SKIN: 18 GA. A60 GALV. (min. 0.047' THK., Fy = 36,800 psi min.)CORE MATERIAL: EPS Foam (Polystyrene - 1.0 PCF Min. Density)

-- 1.66" --

%0

CHANNEL BOTTOM REINFORCEMENTA60 Galv. Steel

L

4

INTERIOR· · ". f ..1 ./-/ , 1 .,...il ..·C. «LI -C_J :

EXTERIOR T \»»-HINGE REINFORCEMENT BAR

(.179" X 1.28" X 9.5")- STEEL SKIN

/»»' HORIZONTAL CROSS SECT/ON

-1.59" -

0.058" - ---

BOX CHANNEL TOP REINFORCEMENTA60 Galv. Steel

MANUFACTURER

SCHLAGE

SCHIAGE

VON DUPRIN

VON DUPRIN

%d

FOAM CORE

HARDWARE CHART

MODEL

LOCK: D-Series

DEADBOLT: D100

NOTE: Panic exit device for use on one active panel only.

L LOCKREINFORCEMENT

BOX

MORTISE LOCK: L9457 w/ Deadbolt

LOCK: 9975 Panic Exit Device w/Mortise Lock (575 Strike Plate)

LOCK: 98NL Panic Exit Device

(499 Sfrike Plate)

. 4.25'

* RIB SnFFENERA60 Galv. Steel

--1

.

ft8-

1-- 0.69"

STEEL SKIN

EXTERIOR

B2

44#A#JA,

tA &

C2

-s«32:M::93.87-

2 *:1 g

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INTERIOR

L FOAM CORE8434%14/404

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DATE: 8/31/15SCALE: N.T. S.

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CHK. BY: LFS

DRAWING NO.:

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INTERIOR16

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HORIZONTAL CROSS SECT/ON

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(.179" X 1.28" X 9.5")

®1

SEE NOTE 1 (TYP.)

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3 Shown w/ metal stud

1

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ROCKWELL 555 FLUSH BOLT @ head and sill

w/ 3/4" throw. Mortise strike plates (15/16" x 2-1 /41attached to frame head and aluminum threshold

w/ (2) #8 comb. ws/sms each.

4

2

4

1

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ff, g= 5<5 3 *S .L:- 4

..... f. 5

.br Pl*P'4„,LI„,

:

NOTES:

1. Spot weld anchor bracket to frame:

2 welds per flange (4 total per bracket).

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DATE: 8/31/15SCALE: N. T. S.

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CHK. BY: LFS

DRAWING NO.:

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EXTERIOR INTERIOR111 lili

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4 Direct to masonry construction

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EXTERIOR

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NOTES:

1. Spot weld anchor bracket to frame:

2 welds per flange (4 total per bracket).

INTERIOR

Eg

9 9

9g

999 9

V

g

909

2 VERTICAL CROSS SECTION

4 Concrete sill

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5 5

DATE: 8/31/15SCALE: N.T. S.

DWG. BY: JK

CHK. BY: LFS

ex 2 1zo ug 4 2 &m a. o. LL

DRAWING NO.:

FL-18506.4

Z0A

SHEET 4 OF 6

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.

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JAMBS

(TYP.)

TYP. SILL

H

--- - 8"

Ill

1 li

FRAME ANCHOR/NG

Direct to Masonry

CONCRETE ANCHOR NOTES:

1. Concrete screw locations may be adjusted to maintain a minimum 1"edge distance to mortar joints. ffconcrete screw locations noted as "MAX. O.C." must be adjusted to maintain the minimum edge distanceto mortarjoints. additional concrete screws may be required to ensure the maximum on center dimension isnot exceeded.

2. Concrete anchor table:

ANCHOR

TYPE

CONCRETE

ANCHOR

SCREW

CONCRETE

SLEEVE

ANCHOR

ANCHOR

LOCATION

HEAD / JAMBS

SIU

HEAD / JAMBS

.

ANCHOR

S/ZE

3/8"

1/4"

3/8"

MANUFACTURER

LDT TAPCON® (ITW BUILDEX)

TAPCON® (ITW BUILDEX)ULTRACON® (ELCO)CRETE-FLEX® (ELCO)TAPPER+® (POWERS)

DYNABOLT SLEEVE ANCHOR®

(ITW REDHEAD)

1

1

MIN. EDGE

D/STANCE

3"

2-1/2"

2-1/4"

M/N.

EMBEDMENT

1-1/2"

1-1/4"

1-1/2"

• 14"

-

-

-1

......

torn¥

- 01 0f M

-f

8

THE ENGINEER OR ARCHITECT OF RECORD TO

DETERMINE FRAMING REQUIREMENTS BASED ON

WIND LOADS AND THE CLADDING BEING USED

X

C©-l

.

.

1

11

11

....'ll

1-

-

-

.

H/NGE DETA/L

N

HEAD &

JAMBS

(TYP.)

TYP. SILL

H

--- -8.

111

FRAME ANCHOR/NG

Steel Stud

-14' 1

-

-

-1

-

4,40.....

22:* g

2 0} R Y *S ..5-

..........-

--f

h

- d0

1 . R

h

iD

0

001

0.

'll"</4

.200+[9 6 0

ff¢7 5 5 S E2 > 40

./.. 12 d E d0 19 Z

5 ONY

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8 LL ·

® C.0

8 iw.0 JO-

ELU06

XLLI

1-L

ZE

0/

0

62

9 5 = 3

542&rn 0. 0- LL

DATE: 8/31/15SCALE: N.T. S.

DWG. BY: JK

CHK. BY: LFS

DRAWING NO.:

F-L-18506.4

CD

Z

GEC)

III0

Z<C

SHEET 5 OF 6

bm

B

E

W

n

0Z

03

Z

0

Di

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3

m

0

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cl

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C.

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ITEM #

C

E

H

M

N

X

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

DESCRIPTION

BILL OF MATER/ALS

1/4' MAX. SHIM SPACE

MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI

301 OR HOLLOW BLOCK (GROUT FILLED} CONFORMING TO ASTM C90

1/4" X 1 -3/4" PFH CONCRETE SCREW (SEE CONCRETE ANCHOR TABLE)3/8' X 5" PFH DYNABOLT SLEEVE ANCHOR (SEE CONCRETE ANCHOR TABLE)

3/8'XS'LDT TAPCON CONCRETE SCREW (SEE CONCRETE ANCHOR TABLE)3/8" X 5" BOLT (ASTM A307) W/ NUT AND WASHER

STEEL STUD (14 GA, Fu = 50 ksi, Fy = 33 ksi)STEEL DOOR PANEL

HOLLOW METAL FRAME (HEAD AND JAMB)- 16GA (0.058" THI<)

ASTRAGAL (EXTERIOR PEMKO #357SC)

ASTRAGAL (INTERIOR PEMKO #352CR)

THRESHOLD (PEMKO #179AV)

PERIMETER GASKET (PEMKO #312CR)

PERIMETER GASKET (PEMKO #315CR).210" X .525" SELF TAP FH SCREW

HINGE 4.5" X 4.5"

#12-24 x 1.0" COMBINATION MACHINE / WOOD SCREWLATCH STRIKE

REINFORCEMENT (LOCK BOX)DOOR GASKET (PEMKO #347A / 68AR)DOOR SWEEP (PEMKO #368CN)

ANCHOR BRACKET

WEATHERSTRIPPING TAPE

PERIMETER GASKET (PEMKO #588)

--- 0.5"

-1.938. -

8"

4.125'

HOLLOW METAL FRAMEHead and jamb

L---'

0.058" -

11

1

MATER/AL

CONCRETE

STEEL

ALUM

ALUM

ALUM

STEEL

STEEL

STEEL

STEEL

STEEL

A60 GALV.

NEOPRENE

STEEL

STEEL

STEEL

STEEL

STEEL

--------

eo

-

CS

5"

Ufh

0

/5) THRESHOLD

d

0/)1 5k

1.25" -• .12

0.187 -4 -

-42 -i7- #6 X5/8" PHSMS

/\ PERIMETER GASKETING

2.-1\1

® ASTRAGALExterior

ANCHOR BRACKET

.

#10 X 1 -1/2" FHWS

- 0.058"

LO

CS

--- 0.38'.2

f

14 DOOR SWEEP

"'illifil,0 *83*

:0-44:....f#/ g= 0: 01 **

t.

6 1 ..... .........

#61(314' PHSW'4/Ii P1 Li

lit A

- 0.25"

[_1 - #6 X 5/8" PHSMS

/7\ PERIMETER GASKETING

53U.?C\4

.

#10 Xl"FHWS

® ASTRAGALInterior

1.17"

#6 X 5/8" PHSMS

1-3 DOOR GASKET

E

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DATE: 8/31/15SCALE: N.T. S.

DWG. BY: JK

CHK. BY: LFS

DRAWING NO.:

FL-18506.4

bm

23

9

SHEET 6 OF 6

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