american craftsman windows

GLAZING DETAIL 1

EXTERIOR INTERIOR

MIN. GLASS BITE 7/16"1/8" OR 3/32"

SETTING BLOCK

43/64" O.A. I.G. LAMINATED GLASSCONSISTING OF:1/8" ANNEALED GLASS7/32" STEEL SPACER3/32" ANNEALED GLASS0.090" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY3/32" ANNEALED GLASS

STEEL SPACER

DOW 995 SEALANTTREMCO S700 SEALANT

NOTE:ALL GLAZING CONFIGURATIONS SHALL COMPLY WITHSAFETY GLAZING REQUIREMENTS OUTLINED INCURRENT FBC AND ASTM E 1300 GLASS LOADRESISTANCE.

AMERICAN CRAFTSMAN WINDOWSSILVER LINE WINDOWS AND DOORS

70 SERIES / V1 SERIES / (2127)SINGLE- HUNG WINDOWS

(HVHZ)(IMPACT)GENERAL NOTES:

1. THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED TO COMPLY WITH THE CURRENT EDITIONFLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HASBEEN EVALUATED ACCORDING TO THE FOLLOWING:

· TAS 201-94· TAS 202-94· TAS 203-94· ASTM E330-02· ASTM E1886-12· ASTM E1996-17· AAMA/WDMA/CSA 101/I.S.2/A440-11

2. ADEQUACY OF THE EXISTING STRUCTURALCONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMINGAS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OFWITHSTANDING AND TRANSFERRING APPLIED PRODUCTLOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THEENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OFINSTALLATION.

3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED ANDANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 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 INNON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCTAPPROVAL TO BE OBTAINED FROM MIAMI-DADE RER ORAHJ.

5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIREDON THIS PRODUCT IN AREAS REQUIRING IMPACTRESISTANCE.

6. WINDOW FRAME MATERIAL: PVC

7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOODCOMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATEDOR SHALL BE OF A DURABLE SPECIES AS DEFINED INCHAPTER 23.

8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.

INST

ALLA

TIO

N &

GEN

ERAL

NO

TES

TABLE OF CONTENTS

SHEET REVISION SHEET DESCRIPTION

1 - GENERAL NOTES & GLAZING DETAIL

2 ELEVATION & ANCHOR LAYOUTS

3

4

5

-

-

-

-

SHEET:

DWG. #:

1SWD050

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

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X: (9

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44.4

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DATE: 01.23.18CHK. BY:

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HERMES F. NORERO, P.E.FLORIDA P.E. No 73778BUILDING DROPS, INC

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

FBPE CERT. OF AUTHORIZATION No. 29578

70 S

ERIE

S/ V

1 SE

RIES

/ (21

27)

SIN

GLE-

HU

NG

WIN

DOW

S(H

VHZ)

(IMPA

CT)

THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFICSITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED

ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFICDOCUMENTS FOR USE WITH THIS DOCUMENT.


ONE SILVER LINE DRIVENORTH BRUNSWICK, NJ 08902

PH: (888) 741-0354

7TH FBC EDITION NUS10/14/20HORIZONTAL SECTIONS

WIDTH HEIGHT

MAX OVERALL SIZEDESIGN

PRESSUREMISSILE

IMPACT RATINGCONFIG.

HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &REINFORCEMENT DETAILS

VERTICAL SECTIONS

52" +55 / -60 PSF73" O/X LMI/SMI

ELEVATIONSINGLE HUNG WINDOW

ANCHOR LAYOUTNAIL FIN - SINGLE HUNG WINDOW

MAX. O.A FRAMEHEIGHT 73"

MAX. O.A FRAMEWIDTH 52"

4C

A3

"X"

"O"

3" MAX.FROM

CORNERS

6" MAX.O.C.

3" MAX.FROM

CORNERS

6" MAX.O.C.

ANCHOR LAYOUTTHROUGH FRAME - SINGLE HUNG WINDOW

6.25" MAX.FROM

CORNERS

6.25" MAX.FROM

CORNERS

12.50" MAX.O.C.

CL

MAX. D.L.O.HEIGHT 33.50"

MAX. D.L.O.HEIGHT 33.50"

MAX. D.L.O.WIDTH 47.69"

B3

NOTE:ALL FASTENERS ABOVETHE MEETING RAIL INTHE INTERIOR JAMBTRACK MUST BE FLAT HEAD

"X"

"O"

"X"

"O"

4D

ELEV

ATIO

NS

& A

NCH

OR

LAYO

UTS

SHEET:

DWG. #:

2SWD050

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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70 S

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S/ V

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(IMPA

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PH: (888) 741-0354

7TH FBC EDITION NUS10/14/20

MAX

. FRA

ME

HEIG

HT

INTERIOREXTERIOR

SEE GLAZINGDETAIL, SHEET 1


D.L.

O.

D.L.

O.

MAX

. FRA

ME

HEIG

HT

INTERIOREXTERIOR



D.L.

O.

D.L.

O.

3VERTICAL SECTION

NAIL FINA

3VERTICAL SECTION

THRU FRAMEB

VERT

ICAL

SEC

TIO

NS

SHEET:

DWG. #:

3SWD050

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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SCALE: NTSHR

DWG. BY:


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REMARKS

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BY DATE

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FL14911FL #:

PREP

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BY:




70 S

ERIE

S/ V

1 SE

RIES

/ (21

27)

SIN

GLE-

HU

NG

WIN

DOW

S(H

VHZ)

(IMPA

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PH: (888) 741-0354


4HORIZONTAL SECTION

LOWER SASHD

SEE GLAZINGDETAIL SHEET 1

EXTERIOR

INTERIORSEE GLAZINGDETAIL SHEET 1

4HORIZONTAL SECTION

UPPER SASHC


MAX. FRAME WIDTH

D.L.O.


EXTERIOR

INTERIOR

MAX. FRAME WIDTH

D.L.O.

SECTION FORBLOCK & TACKLE

BALANCERS

SECTION FORCONSTANT FORCEBALANCERS

SHEET:

DWG. #:

4SWD050

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

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rops

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OF

SCALE: NTSHR

DWG. BY:


HFN

REMARKS

TITL

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BY DATE

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5

FL14911FL #:

PREP

ARED

BY:




70 S

ERIE

S/ V

1 SE

RIES

/ (21

27)

SIN

GLE-

HU

NG

WIN

DOW

S(H

VHZ)

(IMPA

CT)





PH: (888) 741-0354


HO

RIZO

NTA

L SE

CTIO

NS

0.83"

0.77" 0.9"

0.87"

0.45"0.06"

0.34"

0.87"

0.13"

0.46"

1 LOCK RAIL TOPALUMINUM

2 LOCK MEETING RAILALUMINUM 3 BOTTOM LIFT RAIL & SASH

ALUMINUM

REINFORCEMENT DETAILS

5VERTICAL SECTION

MEETING STILEE

INTERIOREXTERIOR

1

2

1/4" MAX.SHIM SPACE

INTERIOR

EXTERIOR

SUBSTRATEBY OTHERS

MIN. EDGEDISTANCE

MIN

. EM

BEDM

ENT

5HORIZONTAL SECTION

NAIL FIN (JAMB)D

INTERIOREXTERIOR

1/4" MAX.SHIM SPACE

MIN.EMBEDMENT

MIN.EDGE DISTANCE

5VERTICAL SECTION

THROUGH FRAME (HEAD)A

SUBSTRATEBY OTHERS

PERIMETER SEALANTBY OTHERS 1/4" MAX.

SHIM SPACEINTERIOREXTERIOR

SUBSTRATEBY OTHERS

MIN

. EDG

EDI

STAN

CE

MIN. EMBEDMENT

5HORIZONTAL SECTION

NAIL FIN (HEAD)C

5HORIZONTAL SECTION

THROUGH FRAME (JAMB)B

SUBSTRATEBY OTHERS

1/4" MAX.SHIM SPACE

MIN.EMBEDMENT

MIN.EDGE DISTANCE

EXTERIOR

INTERIOR

PERIMETER SEALANTBY OTHERS

3

SCREW IN THE EXTERIORCHANNEL

SCREW IN THE INTERIORCHANNEL

ANCHOR SCHEDULE

METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGEDISTANCE

NAILING FIN

WOOD: MIN. SG = 0.55 #8 WOOD SCREWPAN HEAD 1.5" 0.75"

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

#8 TEK SCREW 3 THREADS MINPENETRATION BEYOND

METAL0.50"

THROUGH FRAME

WOOD: MIN. SG = 0.55

#10 PAN HEAD INEXTERIOR CHANNEL 1.5" 0.75"

#10 FLAT HEAD IN THEINTERIOR CHANNEL 1.5" 0.75"

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

#10 PAN HEAD INEXTERIOR CHANNEL

3 THREADS MINPENETRATION BEYOND

METAL0.50"

#10 FLAT HEAD IN THEINTERIOR CHANNEL

3 THREADS MINPENETRATION BEYOND

METAL0.50"

CONCRETE: f'c=3000PSI 3/16" ITW TAPCONFLAT HEAD 1.25" 1.75"

MASONRY: CMU per ASTMC90 MIN. 2000 PSI

3/16" ITW TAPCONFLAT HEAD 1.25" 1.75"

HORI

ZON

TAL

& V

ERTI

CAL

SECT

ION

S,IN

STAL

LATI

ON

NO

TES

&RE

INFO

RCEM

ENT

DETA

ILS

SHEET:

DWG. #:

5SWD050

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

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OF

SCALE: NTSHR

DWG. BY:


HFN

REMARKS

TITL

E:

BY DATE

\\bd

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rv\C

omm

on\P

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10/2

3/20

20 3

:32

PMs:

\pro

ject

s\sil

ver l

ine

win

dow

s and

doo

rs\c

c-20

-092

0-fb

c co

de c

hang

e (v

er. 7

)\dw

gs\f

l149

11\s

wd0

50.d

wg

5

FL14911FL #:

PREP

ARED

BY:




70 S

ERIE

S/ V

1 SE

RIES

/ (21

27)

SIN

GLE-

HU

NG

WIN

DOW

S(H

VHZ)

(IMPA

CT)





PH: (888) 741-0354


INSTALLATION NOTES:

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

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

3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUTDETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.

4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIMWHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.

5. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGEDISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MOREINFORMATION.

6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, ANDSIDING.

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

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

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

10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS.

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