WROUGHT IRON DOORS

GLAZING DETAIL AMAXIMUM GLASS AREA 23.12 SQFT

9/16" O.A. LAMINATED GLASSCONSISTING OF:1/4" HEAT STRENGTHENED GLASS0.090" DUPONT SGP INTERLAYER1/4"HEAT STRENGTHENED GLASS

3/4" MIN. GLASS BITE


GLAZING DETAIL BMAXIMUM GLASS AREA 23.12 SQFT

DOW 995 GLAZINGSILICONE


9/16" O.A. LAMINATED GLASSCONSISTING OF:1/4" HEAT STRENGTHENED GLASS0.090" DUPONT SGP INTERLAYER1/4"HEAT STRENGTHENED GLASS

GLAZING NOTES:1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH

ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLESAFETY GLAZING REQUIREMENTS PER THE FBC.THICKNESS, TEMPER, AND SAFETY GLAZINGREQUIREMENTS SHALL BE REVIEWED ON A SITESPECIFIC BASIS.

2. SETTING BLOCK DUROMETER HARDNESS OF 70-90(SHORE A) AS REFERENCED IN FBC CHAPTER 24.

3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTHFOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24.

4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAXVALUES SHOWN HEREIN.

GLAZING DETAIL CMAXIMUM GLASS AREA 18.88 SQFT



GLAZING DETAIL DMAXIMUM GLASS AREA 18.88 SQFT

#6 X 3/4" SMS SCREWSSPACED 8" MAX. O.C.

5/32" X 1" SMS SCREWSSPACED 13" MAX. O.C.



9/16" O.A. LAMINATED GLASSCONSISTING OF:1/4" HEAT STRENGTHENED GLASS0.090" PVB INTERLAYER1/4"HEAT STRENGTHENED GLASS

9/16" O.A. LAMINATED GLASSCONSISTING OF:1/4" HEAT STRENGTHENED GLASS0.090" PVB INTERLAYER1/4"HEAT STRENGTHENED GLASS

TABLE OF CONTENTS

SHEET REVISION SHEET DESCRIPTION

1 - GENERAL NOTES & GLAZING DETAILS

2 - ELEVATION AND ANCHOR LAYOUT

8 -

VERTICAL SECTIONS(OUTSWING)

10 -

PALM CITY IRONWORKSWROUGHT IRON DOORS

(INSWING/OUTSWING)(HVHZ)(IMPACT)

GEN

ERAL

NO

TES

& G

LAZI

NG

DETA

ILS

DESIGN PRESSURE RATING

DESIGN PRESSURE - ALL SIZES MISSILE IMPACT RATING

LARGE & SMALL MISSILEIMPACT RATED+70 / -70 PSF*

12 -

COMPONENTS & BILL OF MATERIALS

HORIZONTAL SECTIONS (OUTSWING)






9 -


11 -

HORIZONTAL SECTIONS (OUTSWING)

13 -

*UNITS MEET WATER INFILTRATION REQUIREMENTS ATWATER TEST PRESSURE OF 10.5 PSF.

14 -


INSTALLATION DETAILS & NOTES

15 -

GENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT FLORIDABUILDING CODE (FBC), CURRENT INTERNATIONAL BUILDINGCODE AND CURRENT INTERNATIONAL RESIDENTIAL CODEINCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDINGTO THE FOLLOWING:· TAS 201-94· TAS 202-94· TAS 203-94

2. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY, 2X AND METAL STUD FRAMING ASA MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS TO THE FOUNDATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF RECORD FOR THEPROJECT OF INSTALLATION.

3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO THESTRUCTURE. BUCK DESIGN AND INSTALLATION IS THERESPONSIBILITY OF THE ENGINEER OR ARCHITECT OFRECORD FOR THE PROJECT OF INSTALLATION.

4. THE INSTALLATION DETAILS DESCRIBED HEREIN AREGENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATIONTO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITESPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.

5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOTREQUIRED TO PROTECT THIS PRODUCT IN AREASREQUIRING IMPACT RESISTANCE.

DOOR FRAME MATERIAL: Q235 GRADE STEELFy min= 34.1 KSIFu min= 54.4 KSI

6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASSCHARTS. SEE SHEET 1 FOR GLAZING DETAILS.

7. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:X: OPERABLE PANELO: FIXED PANEL

8. STEEL COMPONENTS SHALL BE COATED OR PROVIDEDWITH CORROSION RESISTANCE PROTECTION INCONFORMANCE WITH THE MATERIAL PROTECTIONPROVISIONS OF FBC SECTION 2220.

9. IRON WORK SUCH AS DECORATIVE GRILLES, ETC. IS NOTPART OF THIS APPROVAL. SHEET:

DWG. #:

1PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

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, FL

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SCALE: NTSYC

DWG. BY:

DATE: 03.21.19CHK. BY:

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BY:

HERMES F. NOREROFLORIDA P. E. NO. 73778

398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004

FBPE CERT. OF AUTHORIZATION NO. 29578

FL16749

PALM CITY IRONWORKS3160 KUTAK RD.

FORT MYERS, FL 33916

PH: (239) 691-8400 FX: (239)277-0061

16 -

17 -

18 -

COMPONENTS (CONTINUED)

19 -

VERTICAL SECTIONS(INSWING)



HORIZONTAL SECTIONS (INSWING)

21

20

QUALIFIED SHAPES

ELEVATION AND ANCHOR LAYOUT

AutoCAD SHX Text

THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT

UNIT MAX.WIDTH 76.000"

UNITMAX

HEIGHT144.000"

D.L.O MAX.WIDTH23.984"

A10

A15

C15

A15

OPP.

B11

ELEVATION(OUTSWING)

ANCHOR LAYOUTMOUNTING TAB INSTALLATION

"X" "X"

"X" "X"

PANELMAX

HEIGHT141.000"

PANEL MAX.WIDTH 35.795"

D.L.O. MAXHEIGHT

129.197"

40.0" MAX. O.C.

12" MAX.FROM

CORNERS

10.5" MAX. O.C.

CAMLOCKS20.5" MAX. O.C.

CAMLOCKS3" MAX. FROM

CORNERS

CAMLOCKS ATCENTERLINE

SASH HINGES2" MAX. FROM

CORNERS


CORNERS

SASH HINGES18.875" MAX. O.C.

3"

12" MAX. FROMCORNERS

(4) SURFACE BOLTS

"X" "X"19" MAX. O.C.

5" MAX.FROM

CORNERS

10" MAX. O.C.



CORNERS



CORNERS


CORNERS


3" MAX.FROM CORNER

7" MAX. FROMCORNERS

5" MAX.FROM

CORNERS

ANCHOR LAYOUTTHROUGH FRAME INSTALLATION


UNITMAX

HEIGHT120.000"


A13

A17

C15

A17

OPP.

B14

"X" "X"

PANELMAX

HEIGHT117.000"


D.L.O. MAXHEIGHT

105.197"

1 ANCHOR THROUGHTHRESHOLD AT EACH

SURFACE BOLT LOCATION

(4) SURFACE BOLTS


SURFACE BOLT LOCATION

ELEVATION(INSWING)

HARDWARE NOTES FOR INSWING/OUTSWING DOOR :1. EACH ACTIVE PANEL SHALL UTILIZE THREE (3) 6" X 1" STEEL BARREL HINGES BY

NATURAL CHOICE IRONWARE.2. HINGES ARE TO BE LOCATED AT 14.5" FROM BOTTOM OF DOOR AND 41.50" MAX.

O.C. THEREAFTER.3. CAM LOCKS AND SASH HINGES ARE TO BE LOCATED AS SHOWN ON ANCHOR

LAYOUT AT RIGHT.

SIMULATED DIVIDED LITEALSO QUALIFIED

ELEV

ATIO

N A

ND

ANCH

OR

LAYO

UT

SHEET:

DWG. #:

2PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

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EACH

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4PH

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FL16749



PH: (239) 691-8400 FX: (239)277-0061

AutoCAD SHX Text



UNITMAX

HEIGHT144.000"

D.L.O MAX.WIDTH 23.984"

A10

D16

A15

OPP.

B11

ELEVATION(OUTSWING)


"X"



ELEVATION(INSWING)




LAYOUT AT RIGHT.



UNITMAX

HEIGHT120.000"

D.L.O MAX.WIDTH 23.984"

A13

B17

A17

OPP.

B14

"X"


D.L.O. MAXHEIGHT

105.197"

"X"

40.0" MAX. O.C.

12" MAX.FROM

CORNERS

10.5" MAX. O.C.

3"


1 ANCHOR THROUGHTHRESHOLD



CORNERS


CORNERS


CORNERS


(2) SURFACE BOLTS

"X"

19" MAX. O.C.

5" MAX.FROM

CORNERS

10" MAX. O.C.

3" MAX.FROM CORNER

7" MAX. FROMCORNERS

5" MAX.FROM

CORNERS

(2) SURFACE BOLTS



CORNERS


CORNERS


CORNERS


PANELMAX

HEIGHT141.000"

D.L.O. MAXHEIGHT

129.197"


PANELMAX

HEIGHT117.000"

ELEV

ATIO

N A

ND

ANCH

OR

LAYO

UT

SHEET:

DWG. #:

3PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

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.com

OF

SCALE: NTSYC

DWG. BY:


HFN

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FL16749



PH: (239) 691-8400 FX: (239)277-0061

AutoCAD SHX Text


R66.17"

R58.14"

A10

C10

"X" "X"

"X" "X"


UNITMAX

HEIGHT144.000"


PANELMAX

HEIGHT141.000"


D.L.O. MAXHEIGHT

112.776"

36" MAX. O.C.



CORNERS

STITCH WELDSAROUND KICKPLATEPERIMETER



CORNERS


CORNERS


3"


(4) SURFACE BOLTS

"X" "X"



CORNERS



CORNERS


CORNERS


(4) SURFACE BOLTS

18" MAX. O.C.

3" MAX.FROM CORNER

7" MAX. FROMCORNERS

11" O.C. SPACING

5" MAX.

5" MAX.FROM CORNER

10" MAX. FROM

14" MAX. O.C.

ELEVATION(OUTSWING)



CORNERS FROM CORNER

A15

C15

A15

OPP.

R66.17"

R58.14"

A13

C13

"X" "X"


UNITMAX

HEIGHT120.000"


PANELMAX

HEIGHT117.000"


D.L.O. MAXHEIGHT88.794"

STITCH WELDSAROUND KICKPLATEPERIMETER

A17

C15

A17

OPP.


SURFACE BOLTLOCATION



ELEVATION(INSWING)

B15




LAYOUT AT RIGHT.


ELEV

ATIO

N A

ND

ANCH

OR

LAYO

UT

SHEET:

DWG. #:

4PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

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WEB

: ww

w.b

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.com

OF

SCALE: NTSYC

DWG. BY:


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REMARKS

TITL

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BY DATE

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FL16749



PH: (239) 691-8400 FX: (239)277-0061

AutoCAD SHX Text


R38.014"

R29.979"A10

B11

"X" "X"

"X" "X"

UNITMAX

HEIGHT144.000"

PANELMAX

HEIGHT141.000"

D.L.O. MAXHEIGHT

128.618"

17.5" MAX. O.C.




LAYOUT AT RIGHT.



CORNERS



CORNERS


CORNERS

SASH HINGES21" MAX. O.C.

3"


"X" "X"



CORNERS



3" MAX.FROM CORNER

7" MAX. FROMCORNERS

7" MAX. FROMCORNERS

11" MAX. O.C.

20" MAX. O.C.

24" MAX. O.C.

10" FROM

ELEVATION(OUTSWING)



JAMBS


A15

C15

A15

OPP.



(4) SURFACE BOLTS



(4) SURFACE BOLTS

A

R38.014"

R29.979"A13

B14

"X" "X"

UNITMAX

HEIGHT120.051"

PANELMAX

HEIGHT117.000"

D.L.O. MAXHEIGHT

104.639"

A17

C15

A17

OPP.







ELEVATION(INSWING)

ELEV

ATIO

N A

ND

ANCH

OR

LAYO

UT

SHEET:

DWG. #:

5PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

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78FA

X: (9

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44.4

738

WEB

: ww

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OF

SCALE: NTSYC

DWG. BY:


HFN

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AutoCAD SHX Text


C16

A16

B16

B16

A12

12C

"X"

"O"

"X"

"O"

"O" "O"


UNITMAX

HEIGHT138.000"


PANELMAX

HEIGHT92.989"






19"" MAX. O.C.

12" MAX.FROM

CORNERS

29" MAX. O.C.

3" TYP. FROMALL SIDELITE

CORNERS

OPP.

OPP.

CAMLOCKS17" MAX. O.C.


CORNERS

CAMLOCKS7" MAX. FROMCORNERS



CORNERS


CORNERS


1 ANCHOR THROUGH THRESHOLDAT SURFACE BOLT LOCATION(2) SURFACE BOLTS

5.5107

39.3621

"X"

"O" "O"


CORNERS



CORNERS

CAMLOCKS7" MAX.FROMCORNERS


1 ANCHOR THROUGH THRESHOLDAT SURFACE BOLT LOCATION(2) SURFACE BOLTS

STITCH WELDSAROUND KICKPLATE

PERIMETER

16" MAX. O.C.

5" MAX.FROM CORNER

5" MAX.FROM CORNER

19" MAX. O.C.

ELEVATION (INSWING/OUTSWING) ANCHOR LAYOUT(INSWING/OUTSWING)MOUNTING TAB INSTALLATION

ANCHOR LAYOUT(INSWING/ OUTSWING)THROUGH FRAME INSTALLATION


B12

A11

"O" "O"

B14

3"


UNITMAX

HEIGHT120.000"

PANELMAX

HEIGHT117.00"

D.L.O. MAXHEIGHT

104.500"



B11

A10

A15

OPP.

D16

14.5" MAX.O.C.

18.5

0"

18.50"

ANCHOR LAYOUT(INSWING/OUTSWING)MOUNTING TAB INSTALLATION

ELEVATION(INSWING/OUTSWING) ANCHOR LAYOUT(INSWING/OUTSWING)THROUGH FRAME INSTALLATION

11" MAX. O.C.

3" MAX.FROM CORNER

7" MAX. FROMCORNERS

20" MAX. O.C.

12" MAX. FROMCORNERSSASH HINGES

17" MAX. O.C.




CORNERS

HARDWARE NOTES FOR INSWING/OUTSWINGDOOR :1. EACH ACTIVE PANEL SHALL UTILIZE THREE

(3) 6" X 1" STEEL BARREL HINGES BYNATURAL CHOICE IRONWARE.

2. HINGES ARE TO BE LOCATED AT 14.5"FROM BOTTOM OF DOOR AND 41.50"MAX. O.C. THEREAFTER.

3. CAM LOCKS AND SASH HINGES ARE TO BELOCATED AS SHOWN ON ANCHOR LAYOUTAT RIGHT.

"X" "X" "X"

"O"


C10

C14

C17

D17

C13

B17

A17

OPP.

A13

B14

OPP.

(2) SURFACE BOLTS

1 ANCHORTHROUGHTHRESHOLDAT SURFACEBOLT LOCATION


ELEV

ATIO

N A

ND

ANCH

OR

LAYO

UT

SHEET:

DWG. #:

6PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

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FL16749



PH: (239) 691-8400 FX: (239)277-0061

AutoCAD SHX Text


R38.00"

B11

C11

A11

"O"

"X" "X"

"O"

"X" "X"


UNITMAX

HEIGHT144.000"

PANELMAX

HEIGHT103.000"





D.LO. MAX.WIDTH 71.750"

17.5" MAX. O.C.

HARDWARE NOTES:1. EACH ACTIVE PANEL SHALL UTILIZE THREE (3) 6" X 1" STEEL BARREL HINGES BY

NATURAL CHOICE IRONWARE.2. HINGES ARE TO BE LOCATED AT 14.5" FROM BOTTOM OF DOOR AND 40.25" MAX. O.C.

THEREAFTER.3. CAM LOCKS AND SASH HINGES ARE TO BE LOCATED AS SHOWN ON ANCHOR LAYOUT

AT RIGHT.


CAMLOCKS1.5" MAX. FROM

CORNERS

CAMLOCKS AT8" FROM CORNERS

SASH HINGES1.5" MAX. FROM

CORNERS


1 ANCHOR THROUGH THRESHOLDAT EACH SURFACE BOLT LOCATION

3"


(4) SURFACE BOLTS

"O"

"X" "X"



CORNERS

CAMLOCKS AT8" FROM CORNERS

SASH HINGES1.5" MAX. FROM

CORNERS



(4) SURFACE BOLTS

3" MAX.FROM CORNER

7" MAX. FROMCORNERS

12" MAX. O.C.

3" FROM

22" MAX. O.C.

13" FROM

24" MAX. O.C.

ELEVATION (INSWING/OUTSWING) ANCHOR LAYOUT(INSWING/OUTSWING)MOUNTING TAB INSTALLATION

ANCHOR LAYOUT(INSWING/OUTSWING)THROUGH FRAME INSTALLATION

JAMBS

JAMBS


A15

C15

A15

A17

A14

B14

A17

OPP.

OPP.

*NOTE:MAXIMUM 13.95 SQFT OF GLASS FORTRANSOMS USING DETAILS C/11 AND A/14

ELEV

ATIO

N A

ND

ANCH

OR

LAYO

UT

SHEET:

DWG. #:

7PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

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78FA

X: (9

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WEB

: ww

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OF

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DWG. BY:


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REMARKS

TITL

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BY DATE

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AutoCAD SHX Text


R42.00"

R25.97"

R17.94"

C11

A11

A12

B11

B15

"O"

"O" "O"

"X"

"O"

"O" "O"

"X"


UNITMAX

HEIGHT138.000"

PANELMAX

HEIGHT118.976"

D.L.O. MAXHEIGHT

106.932"




14.5" MAX. O.C.




AT RIGHT.



CORNER

CAMLOCK ATCENTERLINE

CAMLOCKSAT 12" FROMCORNERS

SASH HINGE1.5" MAX. FROM

CORNER


SASH HINGE8" MAX. FROM

CORNER


CORNERS

"O"

"O" "O"

"X"

11" MAX. O.C.



CORNER


CAMLOCKSAT 12" FROMCORNERS


CORNER


SASH HINGE8" MAX. FROM

CORNER


CORNERS

5" MAX.FROM CORNER

24" MAX. O.C.

13" FROM

26.75" MAX. O.C.

ELEVATION(INSWING/OUTSWING) ANCHOR LAYOUT(ISNWING/OUTSWING)MOUNTING TAB INSTALLATION

ANCHOR LAYOUT (INSWING/OUTSWING)THROUGH FRAME INSTALLATION

JAMBS


B16

B16

OPP.

A11

C16

A16

OPP.C17

D17

OPP.

A14

B14

MAXSIDELITEWIDTH18.000"

MAX.SIDELITE

D.L.O.WIDTH14.063"

OPP.

(2) SURFACEBOLTS

(2) SURFACEBOLTS1 ANCHORTHROUGHTHRESHOLDAT SURFACEBOLT LOCATION


*NOTE:MAXIMUM 13.95 SQFT OF GLASS FORTRANSOMS USING DETAILS C/11 AND A/14

ELEV

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AutoCAD SHX Text


B12

A11

UNITMAX

HEIGHT119.998"

B11

"X" "X"

D.L.O. MAXHEIGHT

105.197"

"O"

UNITMAX

HEIGHT186.000"

MAX D.L.OWIDTH33.270"

"O"

MAX.WIDTH38.000"

MAX TRANSOM WIDTH 76.000"


MAXTRANSOM

HEIGHT65.999"

"X" "X" "O""O"

JAMBS


CORNERS


(4) SURFACE BOLTS

"X" "X" "O""O"


AT EACH SURFACEBOLT LOCATION

(4) SURFACE BOLTS3" TYP. FROMALL SIDELITE

CORNERS



11" MAX. O.C.

5" MAX.FROM

CORNER

24" MAX. O.C.

ELEVATION(INSWING/OUTSWING) ANCHOR LAYOUT(INSIWNG/OUTSWING)MOUNTING TAB INSTALLATION

ANCHOR LAYOUT(/INSWINGOUTSWING)THROUGH FRAME INSTALLATION




AT RIGHT.


B16

OPP.

13" FROMJAMBS

26.75" MAX. O.C.

3.00"12" MAX. FROMCORNERS

12" MAX.FROM

CORNERS

32.0" MAX. O.C.

32.50

"

32.50"

TRANSOMD.L.O.

HEIGHT61.482"

MAX TRANSOM D.L.OWIDTH 72.063"

A19



CAMLOCKS1.5" MAX.FROMCORNER


CORNERSASH HINGE

8" MAX. FROMCORNER

CAMLOCKS1.5" MAX.FROMCORNER


CORNERSASH HINGE

8" MAX. FROMCORNER



C15

A16 A

16OPP.

C17

C17

OPP.

B14



SIDELITE MAX.WIDTH 38.000"

SIDELITE MAX.D.L.O WIDTH

34.065"

B16

B10

B13

C14

ELEV

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AutoCAD SHX Text


10VERTICAL SECTION

HEAD DETAIL OUT-SWING DOORA

3MMiron

2MMiron

O.A. UNITHEIGHT

10VERTICAL SECTION

SILL DETAIL OUT-SWING DOORC

11

12

4

4

12

20

17

15

INTERIOREXTERIOR

INTERIOREXTERIOR

O.A. UNITHEIGHT

SEE GLAZINGDETAILS SHEET 1

1" LENGTH STITCH WELDSAROUND KICKPLATE PERIMETERSPACED AT 18" O.C.

DECORATIVEMOULDINGS

TACK WELDEDAT CORNERS

SURFACE BOLTS WELDED FULLLENGTH AT SIDES OF ASSEMBLY

SURFACE BOLTSWELDED FULL

LENGTHAT SIDES OF

ASSEMBLY

2

D.L.O.HEIGHT

PANELHEIGHT

PANELHEIGHT

D.L.O.HEIGHT


ANCHOR TAB OPTIONAL.SEE SHEET 18 FOR OTHER

ANCHORING OPTION

18

10VERTICAL SECTION

SIDELITE SILLB

O.A. UNITHEIGHT

PANELHEIGHT

11

24


VERT

ICAL

SEC

TIO

NS

SHEET:

DWG. #:

10PCI013

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AutoCAD SHX Text


O.A.UNIT

HEIGHT

O.A. UNITHEIGHT

11VERTICAL SECTION

HEAD DETAIL TRANSOMA

11VERTICAL SECTION

SILL DETAIL OUT-SWING DOORB

4

12

20

INTERIOREXTERIOR

INTERIOREXTERIOR


17

2

11

D.L.O.HEIGHT

MAXPANEL

HEIGHT

D.L.O.HEIGHT



LENGTHAT SIDES OFASSEMBLY

ANCHOR TAB OPTIONAL.SEE SHEET 18 FOR OTHERANCHORING OPTION

18

11VERTICAL SECTIONOUT-SWING DOOR WITH TRANSOM

C

12

4

11

INTERIOREXTERIOR



SEE GLAZINGDETAILS SHEET

O.A. UNITHEIGHT

15


D.L.O.HEIGHT

D.L.O.HEIGHT

O.A. UNITHEIGHT

D.L.O.HEIGHT *NOTE:

MAXIMUM 13.95 SQFT OFGLASS FOR TRANSOMSUSING DETAILS C/11.

VERT

ICAL

SEC

TIO

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SHEET:

DWG. #:

11PCI013

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12VERTICAL SECTION

TRANSOM-SIDELITEA

12VERTICAL SECTION

SIDELITE-KICKPLATEC

SEE GLAZINGDETAILSSHEET 1


INTERIOREXTERIOR INTERIOREXTERIOR


DECORATIVEMOULDINGS

TACK WELDEDAT CORNERS

D.L.O.HEIGHT D.L.O.

HEIGHTSEE GLAZINGDETAILS SHEET 1

D.L.O.HEIGHT

O.A. UNITHEIGHT

O.A. UNITHEIGHT

22

21

12VERTICAL SECTION

OUTSWING DOOR TO TRANSOMB

12

4

11

INTERIOREXTERIOR



15


D.L.O.HEIGHT

O.A. UNITHEIGHT

O.A. UNITHEIGHT

SEE GLAZINGDETAILSHEET 1

D.L.O.HEIGHT

VERT

ICAL

SEC

TIO

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SHEET:

DWG. #:

12PCI013

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, STE

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AutoCAD SHX Text


13VERTICAL SECTION

HEAD DETAIL FOR IN-SWING DOORA

11

12

15

INTERIOREXTERIOR

O.A. UNITHEIGHT


LENGTH AT SIDESOF ASSEMBLY

2

D.L.O.HEIGHT

PANELHEIGHT

SEE GLAZINGDETAIL SHEET 1

19

3MMiron

2MMiron

O.A. UNITHEIGHT

13VERTICAL SECTION

SILL DETAIL FOR IN-SWING DOORC

4

12

20

INTERIOREXTERIOR



DECORATIVEMOULDINGS

TACKWELDED

AT CORNERS

SURFACE BOLTSWELDED FULL LENGTHAT SIDES OF ASSEMBLY

PANELHEIGHT

D.L.OHEIGHT

23

19

4


ANCHORING OPTION

18

13VERTICAL SECTION

TRANSOM-SIDELITEB

INTERIOR

EXTERIOR

PANELHEIGHT

O.A.UNIT

HEIGHT


11

24

D.L.O.HEIGHT

SEE GLAZINGDETAILSHEET 1D.L.O

HEIGHT

VERT

ICAL

SEC

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SHEET:

DWG. #:

13PCI013

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AutoCAD SHX Text


O.A. UNITHEIGHT

14VERTICAL SECTION

IN-SWING DOOR WITH TRANSOMC

12

INTERIOR

EXTERIOR


PANELHEIGHT

SURFACE BOLTS WELDEDFULL LENGTH AT SIDES OFASSEMBLY

20

23

19

14VERTICAL SECTION

IN- SWING DOOR THRESHOLDB

14VERTICAL SECTION

IN-SWING DOOR WITH TRANSOMA

11

12

15

INTERIOREXTERIOR

SURFACE BOLTSWELDED FULLLENGTH AT SIDES OFASSEMBLY

D.L.O.HEIGHT

PANELHEIGHT


44

19

18


O.A.UNIT

HEIGHT


D.L.OHEIGHT

11

12

15

INTERIOREXTERIOR

SURFACE BOLTSWELDED FULLLENGTH AT SIDES OFASSEMBLY

D.L.O.HEIGHT

PANELHEIGHT


4

19

*NOTE:MAXIMUM 13.95 SQFT OFGLASS FOR TRANSOMSUSING DETAILS A/14.

D.L.OHEIGHT

D.L.OHEIGHT

VERT

ICAL

SEC

TIO

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SHEET:

DWG. #:

14PCI013

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AutoCAD SHX Text


O.A. UNITWIDTH

15HORIZONTAL SECTION

JAMB DETAIL OUTSWING DOORA

15 TYPICAL FOR OUTSWING/INSWING CONFIGURATIONS

HORIZONTAL SECTIONASTRAGAL-WELDED TAB

C

MMiron3MMiron

O.A. UNITWIDTH


JAMB DETAILB

9

12

11

15

INTERIOR

EXTERIOR

INTERIOR

EXTERIOR

DECORATIVE MOULDINGSTACK WELDED AT CORNERS


2

PANELWIDTH

D.L.O.WIDTH

3

1


ANCHORING OPTION2ANCHOR TAB OPTIONAL.

SEE SHEET 18 FOR OTHERANCHORING OPTION


EXTERIOR

INTERIOR


SEE GLAZINGDETAIL SHEET 1 12

4

12

4

8

15915 9 15

O.A. UNITWIDTH

PANELWIDTH

D.L.O.WIDTH

PANELWIDTH

D.L.O.WIDTH

HORI

ZON

TAL

SECT

ION

S

SHEET:

DWG. #:

15PCI013

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AutoCAD SHX Text



JAMB DETAIL OUTSWING DOORA

O.A. UNITWIDTH


JAMB DETAIL(FIXED)B

INTERIOR

EXTERIOR

2D.L.O.WIDTH

11

15

INTERIOR

EXTERIOR

9

12

O.A. UNITWIDTH

PANELWIDTH

D.L.O.WIDTH

3

1

21

21



ANCHORING OPTION




LOCK TO JAMB DETAIL OUTSWING DOOR(MULLION)C

11

15

INTERIOR

EXTERIOR

9

12

O.A. UNITWIDTH

PANELWIDTH

D.L.O.WIDTH

1

21

SEE GLAZINGDETAILS SHEET 1 SEE GLAZING

DETAILS SHEET 1

O.A. UNITWIDTH


LOCK TO JAMB DETAIL OUTSWING DOORD

9

12

11

15

INTERIOR

EXTERIOR2

PANELWIDTH

D.L.O.WIDTH

1


ANCHORING OPTION


HORI

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TAL

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ION

S

SHEET:

DWG. #:

16PCI013

BU

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398

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AutoCAD SHX Text


O.A. UNITWIDTH


JAMB DETAIL INSWING DOORA

9

1211

15

INTERIOR

EXTERIOR2

PANELWIDTH

D.L.O.WIDTH


11

INTERIOR

EXTERIOR


DOOR FRAME WIDTH

9

129

15

INTERIOR

EXTERIOR

PANELWIDTH

D.L.O.WIDTH



JAMB DETAIL INSWING DOOR(MULLION)C

43

213

1

O.A. UNITWIDTH


LOCK TO JAMB DETAIL INSWING DOORB

9

1211

15

INTERIOR

EXTERIOR

PANELWIDTH

D.L.O.WIDTH

4


ANCHORING OPTION


11

INTERIOR

EXTERIOR


DOOR FRAME WIDTH

9

129

15

INTERIOR

EXTERIOR

PANELWIDTH

D.L.O.WIDTH


LOCK TO JAMB DETAIL INSWING DOOR(MULLION)D

211


2ANCHOR TAB OPTIONAL.SEE SHEET 18 FOR OTHER

ANCHORING OPTION

HORI

ZON

TAL

SECT

ION

S

SHEET:

DWG. #:

17PCI013

BU

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DRO

PS, I

NC.

398

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ANIA

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CH B

LVD.

, STE

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IA B

EACH

, FL

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4PH

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AutoCAD SHX Text


2

1/4" MAX.SHIM SPACE

MIN. EDGEDISTANCE

MIN.EMBEDMENT

1/4" MAX.SHIM SPACE

ANCHOR SCHEDULE

METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGEDISTANCE MIN. SPACING

THROUGHMOUNTING TAB

WOOD: MIN. SG = 0.55 #14 WOOD SCREW 1.5" 0.75" 0.75"

CONCRETE: MIN. F'C =3000 PSI 1/4" ITW TAPCON 1.75" 2" 2"

MASONRY: CMU per ASTMC90 MIN. 2000 PSI 1/4" ITW TAPCON 1.75" 2" 2"

THROUGHFRAME (HEAD

AND JAMB)

WOOD: MIN. SG = 0.55 #14 WOOD SCREW 1.5" 2.5" 2.5"

CONCRETE: MIN. F'C =3000 PSI 1/4" ITW TAPCON 1.75" 3" 3"

MASONRY: CMU per ASTMC90 MIN. 2000 PSI

3/16" ITW TAPCONFLAT HEAD 1" 2" 2"

METAL: 18 GAUGE Steel,MIN. Fy = 33KSI

#10 PAN HEAD INEXTERIOR CHANNEL

3 THREADS MINPENETRATION

BEYOND METAL0.50" 0.50"

THROUGH SILL CONCRETE: MIN.F'C = 3000 PSI 1/4" ITW TAPCON 1.75" 3" 3"

MIN.EMBEDMENT

MIN. EDGEDISTANCE

MIN. EDGE DISTANCE

MIN. EMBEDMENT

(2) ANCHORS PER LOCATION,APPLICABLE FOR:

(2) 2X WOOD FRAME, OR 2X WOODBUCK WITH CONCRETE OR CMU SUBSTRATE

18 AT SURFACE BOLT LOCATIONS

VERTICAL SECTIONTHROUGH SILL INSTALLATION

D

18 SIMILAR DETAIL FOR HEAD

HORIZONTAL SECTIONTHROUGH MOUNTING TAB INSTALLATION

A

18 SIMILAR DETAIL FOR HEAD

HORIZONTAL SECTIONTHROUGH FRAME INSTALLATION

C

SUBSTRATE BY OTHERS

SUBSTRATEBY OTHERS

SUBSTRATEBY OTHERS

18 TYPICAL LAYOUT(4 ANCHOR/STRAP)

FRONT VIEWTHROUGH MOUNTING TAB INSTALLATION

B

MIN. EDGEDISTANCE

MIN.SPACING

MIN.SPACING

INSTALLATION ANCHOR.SEE ANCHOR SCHEDULE

INST

ALLA

TIO

NDE

TAIL

S &

NO

TES

INSTALLATION NOTES:

1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN UNLESS OTHERWISE NOTED.

2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.

3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THEDEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OFTOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THENEXT.

4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAX.ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATEROCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.

5. USE 3/8" WASHERS WITH ALL INSTALLATION FASTENERS.

6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOTLIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.

7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSIONRESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.

8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTOMORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OFMORTAR JOINT INTO FACE SHELL OF BLOCK.

9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITHSTRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.

10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATEMATERIALS WITH THE FOLLOWING PROPERTIES:A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.D. STEEL - MIN. YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 49 MILS (18 GAUGE).

SHEET:

DWG. #:

18PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

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MANUFACTURERMATERIALDESCRIPTION12

GLASS PANEL HINGE

DOOR PANEL HINGE

NATURAL CHOICES IRONWARE CO., LTD.

34 GLASS PANEL LATCH

ROLLER CATCH

STEEL

6T-ASTRAGAL8

DOOR STILE W/ WEATHER STRIP ACCEPTER STEELSTEEL

9DOOR FRAME W/ WEATHER STRIP ACCEPTER

MOUNTING TAB

BRASSSTEEL & ZINC ALLOY

STEELSTEEL

STEELGLASS PANEL FRAME

WEATHERSTRIPGLASS PANEL LATCH RINGOUTSWING THRESHOLD

SWEEPSURFACE BOLT

STEEL GLAZING CAP

STEEL

STEELSTEEL

RUBBERSTEEL

POLYETHYLENE FOAMSTEEL

1112141516171819

NOTE:1. ALL STEEL COMPONENTS ARE Q235 GRADE STEEL (Fy min = 34.1 KSI, Fty min = 54.4 KSI)2. ALL EXPOSED STEEL COMPONENTS ARE SHOP PRIMED.3. ALL WELDED COMPONENTS ARE SHOP WELDED USING E70XX ELECTRODE

20 BOTTOM DOOR STILE W/ SWEEP ACCEPTER

STEELHANGZHOU YOKING HARDWARE LIMITED

HEIBI JIANAN SEALS TECHNOLOGY CO., LTD.

USA WORLDWIDE DOOR COMPONENTS (PINGHU) CO., LTD

3 DOOR PANEL HINGESTEEL

6.1"

1.2"

2 MOUNTING TABSTEEL

6.5"

3.5"

2.5"

0.694"

1 GLASS PANEL HINGESTEEL

NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.

NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.

NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.

NATURAL CHOICES IRONWARE CO., LTD.NATURAL CHOICES IRONWARE CO., LTD.

STEEL21 SIDELITE/TRANSOM FRAME NATURAL CHOICES IRONWARE CO., LTD.STEEL22 TRANSOM TO SIDELITE FRAME NATURAL CHOICES IRONWARE CO., LTD.


MULLION AT TRANSOMA


STEEL23 NATURAL CHOICES IRONWARE CO., LTD.OUTSWING THRESHOLD

BILL OF MATERIALSITEM

STEEL24 SIDELITE FRAME NATURAL CHOICES IRONWARE CO., LTD.

COM

PON

ENTS

&BI

LL O

F M

ATER

IALS

SHEET:

DWG. #:

19PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

WEB

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uild

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rops

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DWG. BY:


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8/19

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17 OUTSWING THRESHOLDSTEEL 20 DOOR STILE W/ SWEEP ACCEPTER

STEEL

15 WEATHERSTRIPPOLYETHYLENE FOAM

1.2"

5.9"

5.9"

6 ROLLER CATCHBRASS4 GLASS PANEL LATCH

STEEL & ZINC ALLOY 119 DOOR STILE W/ WEATHER STRIP ACCEPTERSTEEL

12 GLASS PANEL FRAMESTEEL

2.6"

8 T-ASTRAGALSTEEL

14 STEEL GLAZING CAPSTEEL 16 GLASS PANEL LATCH RING

STEEL

18 SWEEPRUBBER

19 SURFACE BOLTSTEEL

15"

1.6"

2"

0.9"

2.4"

0.1"

0.3"0.5"

1.1"

0.984"

0.984"

0.079"

5.9"

2"

2"

2"

5.9"0.9"

1.3"

3.8"

1.9"

0.125" 0.125"

0.125"

DOOR FRAME W/ WEATHER STRIPACCEPTERSTEEL

21 SIDELITE/TRANSOM FRAMESTEEL

5.9"

2"

0.125"

22 SIDELITE/TRANSOM FRAMESTEEL

5.9"

2"

0.125"

23 INSWING THRESHOLDSTEEL

1.2"

7.3"

24 SIDELITE FRAMESTEEL

1.2"

6.0"

COM

PON

ENTS

(CO

NTI

NU

ED)

SHEET:

DWG. #:

20PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

WEB

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uild

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ROUNDTOPRECT. ROUND

TOP

ARCHTOP

ARCHTOP

LIMITATIONS:1. NO TRUE MUNTINS ALLOWED:

SURFACE-APPLIED MUTINS MAY BEUSED FOR DIVIDED LITES OR LITE MAYBE DIVIDED USING MID-RAILS ANDSTILES.

2. DOOR AND TRANSOMS PANELS MAY BERECTANGULAR, ROUND OR ARCH TOP.

QUALIFIED TRANSOM SHAPES76.0" MAX

WIDTH

66" MAX.HEIGHT

QUALIFIED DOOR SHAPES

QU

ALIF

IED

CON

FIGU

RATI

ON

S

SHEET:

DWG. #:

21PCI013

BU

ILDI

NG

DRO

PS, I

NC.

398

E. D

ANIA

BEA

CH B

LVD.

, STE

. 338

DAN

IA B

EACH

, FL

3300

4PH

: (95

4)39

9-84

78FA

X: (9

54)7

44.4

738

WEB

: ww

w.b

uild

ingd

rops

.com

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DWG. BY:


HFN

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E:

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0 9:

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Mc:

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