HomeMy WebLinkAboutSTOREFRONT INSIDE GLAZEDr_ '
INSTALLATION NOTES:
1. SEE SHEET 14 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM
EMBEDMETS, AND MINIMUM EDGE DISTANCES. ALL ANCHOR
REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM
ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND
APPROVAL.
2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
3. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
YKK AP AMERICA INC.
SERIES YHS 50 FI STOREFRONT RECEIVED
INSIDE GLAZED - HVHZ IMPACT RATED JUL 2 5 2019
ST. Lucie County, Permitting
4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
S. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8
INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT UMLTED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE
IS MEASURED FROM 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'VkSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NO��33�US SUBSTRATES WITH
STRENGTHS LESS THAN TFB#INI STRENGTH SPECIFIED BY
FAll THE ANCHOR MANUFAC.
10ANSTALLATION ANCHOR
BASED ON SUBSTRATE N
PROPERTIES:
A. WOOD -MINIMUM
B. CONCRETE-MINIML
C. MASONRY -C ' D
WITH MIN.0 E
CONFORMST 1
STRENGTH 0 0
D. STEEL - MINI Y
GA. WALL THI
E. STEEL - MINI Y
GA. WALL THI S
F. ALUMINUM -MINIA
n
m
'S HEREIN ARFon
OWING _
TH OF 3000 PSr_0
TO ASTM C-90
PSI AND GROU
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• AAMA 501-05
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION
IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED 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 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE
SHEETS 3 & 4 FOR LMI AND SMI GLASS TYPES.
6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS
7. ALL STRUCTURAL MATERIALS & DISSIMILAR METALS SHALL BE
PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS
REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT
FLORIDA BUILDING CODE AND REFERENCED DESIGN
SPECIFICATIONS
H (M KSI. MINIMUM 12
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
H 4M KSI. MINIMUM 12CHARTS.
SEE SHEETS 3 & 4 FOR GLAZING DETAILS.
i0D CKING.
TH"063-T5 ALUMINUM.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
A
INSTALLATION & GENERAL NOTES
2
-
ELEVATION & ANCHOR LAYOUT
3
B
SMI GLAZING DETAILS
4
B
LMI GLAZING DETAILS
5
_
LIGHT MULLION TABLES
6
-
MEDIUM MULLION TABLES
7
-
HEAVY MULLION TABLES
8
-
EXPANSION MULLION TABLES
9
-
SMI HEAVY MULLION TABLES
10
-
TYPE A & B ANCHOR TABLES
it
-
TYPE C & D ANCHOR TABLES
12
-
DOOR MULLION TABLE
13
-
DOOR MULLION TABLES (1)
14
A
VERTICAL SECTIONS& ANCHOR DESCRIPTIONS
15
A
LIGHT & MEDIUM MULLION HORIZONTAL SECTIONS
—16--A—
HEAVY MULLION HORIZONTAL SECTIONS
17
-
COMPONENTS& BILL OF MATERIALS
18
_
COMPONENTS
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REMARKS
BY
DATE
A-FBCCODE UPDATE
RV
07.12.3
Norero,
HER 9v&6dW Z,
FLOIaDA P.E. N. 73M
�� per,
�a
BUODINC DROPS. WC
3B9 E DNllA BEACH UL / 338
oAN A BEACH. 3404
INSTRUCTIONS FOR USE:
FBPE CERT. OF AUTHORQIZ AT0N No. 28578
FL#:
>
1. DETERMINE DESGN WIND LOAD BASED ON
WNDVELOCIITYIBL G,HEIG T,WINDZONEENTS U INGAPPLICABLE
\V'
FL14218
ASCE 7 STANDARD.
2. SEE CHARTS ON SHEETS 3 & 4 FOR DESIGN LOAD CAPACITY OF
r�ryy
�� L
DATE: 11.18.15
DESIRED GLASS SIZE.
® Tp
DWG. BY:
CHK.,BY:
3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT
S I V I
H F N
USING CHARTS ON SHEETS 5, 6, 7, 8 & 9 FOR STORE FRONT
SCALE: NTS
MULLION AND SHEETS 12 & 13 FOR DOOR MULLION, THE
CAPACITY SHOULD EXCEED THE DESIGN LOAD.
#:
DWG. YKK160
4. USING CHART ON SHEET 10 & 11 SELECT ANCHOR OPTION WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1
SHEET:
ABOVE.
S. THE LOWEST VALUE RESULTING FROM STEP 2,3 AND 4 SHALL
APPLY TO ENTIRE SYSTEM.
MAX.
FRAME MAX. DLO
HEIGHT SEE SHEETS SEE SHEETS
3&4
5, 6, 7, 8, 9,
12 & 13
In
CORNERS`
i SEE TABLE
BELOW
JAMB ANCHOR SPACING*
ANCHORTYPE
MAX. SPACING
MAX. DP
A OR B
18.75"
65 PSF
CORD
13"
A OR B
13.5"
90 PSF
CORD
9.375"
*NOTE: JAMB ANCHORS ARE ONLY REQUIRED WHEN
USING "HEAVY" JAMB CONFIGURATIONS, SEE SHEET
16 FOR HEAVY JAMB DETAILS
MAX. DLO
SEE SHEETS 3 & 4 �I
,. SEESHEETS-V V -I
ELEVATION 5, 6,7,8,9,12 & 13
TYPICAL YHS 50 FI STOREFRONT
12' 12" 12.'12"
3" r3" 3 3"
F~3
TYPICAL ANCHOR LAYOUT
/
SEE SEPARATE DOOR APPROVAL FOR DOOR RATING &
DETAILS.
LOWER DESIGN PRESSURE FROM STOREFRONT OR
DOOR APPROVAL WILLAPPLY TO ENTIRE SYSTEM.
I
I /
I /
I /
I / /
I /
/
I\
I \\
I \
I \
FOR DOOR ADJACENT
MULLION ANCHOR
REQUIREMENTS SEE
SHEETS 12 & 13
ANCHORS, TYPE A, B, C OR D
SEE SHEETS 10 & 11 FOR QUANTITIES AND
SHEET 14 FOR DESCRIPTION
ANCHORS, TYPE A, B, C OR D
SEE SHEETS 10 & 11 FOR QUANTITIES AND
"K
QU'liIIy
6 IIISp1ICS"
YKK AP AMERICA
1229 HWY 1BYPASS
DUBUN, GEORGM32021
PN:(428)272-1955 F.:(628)898{A01
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REMARKS
BY DATE
398 L DMA BEAEN BL4D. 13m
O,tA BEACH, R SJDOA
MPE MT. a AU2HIXUZA N Na 28SM
FL#:
FL14218
DATE: 11.18.1S
DWG.BY:cHKHFN
SCALE: NTS
DWG. #: YKK160
SHEET:
2
OF 18_
GLASS LOAD CAPACITY (PS F)
GLASS LOAD CAPACITY (PSF)
DAYLIGHT
OPENING(IN)
GLASS TYPESI ORJ
GLASS
TYPEK
DAYLIGHT
OPENI NG(IN)
GLASS TYPESI OR
GLASS
TYPEK
DLO
WIDTH
DLO
HEIGHT
EXT. (+)
INT. (-)
EXT. (+)
INT. -)
DLO
WIDTH
DLO
HEIGHT
EXT. (+)
INT. (-)
�' (+)
INT.(-)
27.5
33.5
54.375
70.0
90.0
50.0
27.5
90.375
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
33.5
39.5
45.5
70.0
90.0
50.0
39.5
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
45.5
51.5
70.0
90.0
50.0
51.5
70.0
70.0
90.0
90.0
50.0
50.0
57.5
63.5
69.5
70.0
90.0
50.0
57.5
70.0
90.0
50.0
63.5
63.4
57.9
81.5
74.5
45.3
41.4
70.0
90.0
50.0
69.5
27.5
33.5
60.375
70.0
90.0
50.0
27.5
96.375
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
33.5
39.5
45.S
70.0
90.0
50.0
39.5
70.0
70.0
9D.0
90.0
50.0
50.0
70.0
90.0
50.0
45.5
51.5
57.5
70.0
90.0
50.0
51.5
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
57.5
63.5
69.5
70.0
90.0
50.0
63.5
63.4
60.5
81.5
77.8
45.3
43.2
70.0
90.0
50.0
66.5
27.5
66.37570.0
70.0
90.0
50.0
27.5
102.375
70.0
70.0
90.0
90.0
50.0
S0.0
70.0
90.0
50.0
33.5
70.0
90.0
50.0
39.5
70.0
70.0
90.0
90.0
50.0
50.0
90.0
50.0
45.5
fl
70.0
90.0
50.0
51.5
70.0
90.0
50.0
70.0
90.0.
50.0
57.S
70.0
63.4
90.0
81.5
50.0
45.3
63A
81.5
45.3
63.5
63.5V744.5
45.4
27.5
108.375
70.0
70.0
90.0
90.0
50.0
50.0
27.5
2375
70.0
50.0
33.5
33.5
39.5
70.0
50.0
39.5
70.0
70.0
90.0
90.0
50.0
50.0
70.0
50.0
45.5
- AS.S
51.5
57.5
70.0
50.0
51.5
70.0
90.0
50.0
70.0
50.0
57.5-
-'70:0-
66.5
-90.0-
85.5
--SO.O-
47.5
70.0
50.0
60.5
63.5
69.5
63.4
45.3
27.5
134.375
70.0
70.0
90.0
90.0
50.0
50.0
57.9
41.4
33.5
27.5
33.5
70.0
90.0
50.0
39.5
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
45.5
39.5
45.5
70.0
90.0
50.0
51.5
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
57.5
51.5
71.375
70.0
90.0
50.0
27.5
120.375
70.0
90.0
50.0
57.5
70.0
90.0
50.0
33.5
70.0
90.0
50.0
63.5
63.4
81.5
45.3
38.5
70.0
90.0
50.0
69.5
57.9
74.5
41.4
27.5
126.375
70.0
90.0
50.0
70.0
90.0
50.0
33.5
70.0
70.0
90.0
90.0
50.0
50.0
70.0
90.0
50.0
36.5
84 37570.0
70.0
90.0
50.0
27.5
132.375
70.0
90.0
50.0
E27,...l
90.0
50.0
33.5
70.0
90.0
50.0
70.0
90.0
50.0
34.5
70.0
90.0
50.0
70.0
90.0
50.0
27.S
138.375
70.0
70.0
90.0
900
50.0
50.0
63.4
81.5
45.3
33.5
57.9
74.5
41.4
GLASS TYPES
SMALL MISSILE IMPACT ONLY
1-5/16" O.A. INSULATED LAMINATED
GLASS CONSISTING OF:
1/4" TEMPERED GLASS,
1/2" AIR SPACE,
1/4" HEAT STRENGTHENED GLASS,
0.035" SENTRYGLAS BY KURARAY, FORMERLY
KNOWN AS SGP BY DUPONT
1/4" HEAT STRENGTHENED GLASS
EXFERIOR] F INTERIOR EXTERIOR
9/16" n a 9/16"
GLASS L1 GLASS
BITE BITE
GLAZING DETAIL I GLAZING DETAIL
EXTERIOR
9/16"
GLASS
BITE
(DRY GLAZED)
1-5/16" O.A. INSULATED LAMINATED (DRY GLAZED)
GLASS CONSISTING OF:
1/4" TEMPERED GLASS,
1/2" AIR SPACE,
1/4" HEAT STRENGTHENED GLASS,
0.060" EASTMAN SAFLEX PVB, D.L.O. D.LO.
1/4" HEAT STRENGTHENED GLASS WIDTH y WIDTH
INTERIOR
1-5/16" O.A. INSULATED LAMINATED
GLASS CONSISTING OF:
1/4" TEMPERED GLASS,
1/2' AIR SPACE,
1/4" HEAT STRENGTHENED GLASS,
0.060" TROSIFOL BY KURARAY,
FORMERLY KNOWN AS BUTACITE BY
1/4" HEAT STRENGTHENED GLASS
INTERIOR
GLAZING DETAIL K
(DRY GLAZED)
• NOTE:
1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON
ASFM E1300-04 (3 SEC. GUSTS) AND CHAPTER 17
OF THE CURRENT FBC FOR SIZES OTHER THAN
TESTED.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A) AS REFERENCED IN CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 114 SPAN
LENGTH FOR GLASS WIDER THAN 36" AS PER
CHAPTER 24.
4. D.LO. MAY NOT EXCEED MAX DIMENSIONS IN
GLASS CHARTS FOR GLASS TYPE.
ALUMINUM BOX SPACER:
AROUND THE PERIMETER OF
THE GLASS
PRIMARY SEALANT:
POLYISOBUTYLENE (PIB).
SECONDARY SEALANT:
STRUCTURAL SILICONE
INTENDED FOR FABRICATION
OF INSULATED GLASS UNITS.
DAYLITE OPENING DIMENSIONS:
-DAYLITE OPENING WIDTH:
NOMINAL PANEL WIDTH - 2.500"
DAYLITE OPENING HEIGHT:
FRAME HEIGHT-5.625"
D.L.O.
HEIGHT
D.L.O.
HEIGHT
D.L.O.
HEIGHT
YKK
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YKK AP AM ERICA
1229 HVtt 441 BYPASS
DUB UN.GEORGIA31021
PH: 1470I277-1955 -: 1678I838 Bm1
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REMARKS BY DATE
A -GASKET REVISION LS 30.19.1
B-FBC CODE UPDATE RV 07.11.1
3M E MIA BE W 8LY0. / 3M
DANIA BEACH. M 3
FBPE CERT. OF AUIHORRA210N W. 29578
FL #:
FL14218
DATE: 11.18.15 -
DWG. BY: CHK. BY:
SM HFN
SCALE: NTS
DWG.#: YKK160
SHEET:
OF 18.
B
GLASS TYPES
GLASS LOAD CAPACITY(PSF)
GLASS LOAD CAPACITY(PSF)
LARGE & SMALL MISSILE IMPACT
DAYLIGHT OPENING
GLASS
DAYLIGHTOPENING
GLASS
(I N)
TYPE
(I N)
TYPE
DLO
DLO
ENT. (+)
DLO
DLO
EXT. (+)
WIDTH
HEIGHT
INT. (-)
WIDTH
HEIGHT
INT. (-)
27.5
65.0
27.5
65.0
1-5/16" O.A. INSULATED LAMINATED
33.5
65.0
33.5
65.0
GLASSALUMINUM
BON SPACER:
39.5
65.0
39.5
65.0
1/4' TEMPERED GLASS,
1/4"TECONSISTINGDASS,
AROUNDTHE PERIMETER OF
45.5
54.375
65.0
45.5
90.375
65.0
1/2" AIR SPACE,
THE GLASS
51.5
65.0
51.5
65.0
1/4" HEAT STRENGTHENED GLASS,
PRIMARYSEALANT:
57.5
65.0
57.5
65.0
0.090" SENTRYGLAS BY KURARAY,
POLYISOBUTYLENE (PIB).
63.5
65.0
63.5
58.9
FORMERLY KNOWN AS SGP BY DUPONT
T.
STRUCTUR
69.5
65.0
69.5
53.8
1/4"HEAT STRENGTHENED GLASS
LSILIC NE
STRUCTURAL FOR SILICONE
INTENDED FOR FABRICATION
27.5
65.0
27.5
65.0
OF INSULATED GLASS UNITS.
33.5
65.0
33.5
65.0
39.5
65.0
39.5
65.0
EXTERIOR
INTERIOR
45.5
60 375
65.0
45.5
96.375
65.0
51.5 65.0 51" � 1,5.0 26
57.5 65.0 57.S 65.0
63.5 65.0 63.5 56.9 9/16"kjra'
69.5 65.0 63.5 56.9 GLASS
27.5 65.0 27.5 65.0 BITE
66.375 65.0 45.5 102.375
108.375
72.375
78,375
65.0
45.5
114.375
65.0
65.0
51.5
57.5
65.0
27.5
120.375
65.0
33.5
58.9
38.5
53.8
27.5
126.375
84.375
65.0
33.5
65.0
65.0
65.0
U13.37S
65.0
65.0
GLAZING DETAIL F
(DRY GLAZED)
DAYLITE OPENING DIMENSIONS:
DAYLITE OPENING WIDTH:
--NOMINAL-PANEL-WIDTH-_2-500"
DAYLITE OPENING HEIGHT:
FRAME HEIGHT-5.625" WIDTH WIDTH
D.L.O.
HEIGHT
- NOTE:
1. GLASS CAPACITIES ON THIS SHEET ARE BASED ON
ASTM E1300-04 (3 SEC GUSTS) AND CHAPTER 17
OF THE CURRENT FBC FOR SIZES OTHER THAN
TESTED.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A) AS REFERENCED IN CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN
LENGTH FOR GLASS WIDER THAN 36" AS PER
CHAPTER 24.
4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS IN
GLASS CHARTS FOR GLASS TYPE.
D.L.O.
HEIGHT
D.L.O.
HEIGHT
r; ,r
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1219 N 441 BYP
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PH: (678)277-1956 (678)8M8 l
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REMARKS BY DATE
A -GASKET REVI5IDN LS 10.19.26
B-FBC CODE UPDATE RV 07.12.17
IN'-'M 0pEATVO V0.BUIIDINGOR Ml
N-A-TBEE OOUCEOINWNOlE00.PMT
Art EO IONS. NCONfENTOFBURRINGOROP6.WG
ALTFINTIONS,ADDNI WNI ELATING, 00.OTHER
MABKINCS TO nOF DOCUNIE NT MF NOT PFAMIT(ED ANO
ua cfanFloanoN.
Aib
398 E DANIA BEACH am / 31B
DWA BaM M 3300+
FBPE CERT. OF AUMMD TION Na M78
FL #:
FL14218
DATE: 11.18.15
DWG. BY: CHK. BY:
SM I HFN
SCALE: NTS
DWG.#: YKK160
SHEET: /[�I�
4
YKK
SMI MULLION LOAD TABLES �� �„a,.,
a HEAVY CONFIGURATION FOR USE IN ®msPes
YKK AP AMERICA
SMALL MISSILE IMPACT APPLICATIONS ONLY 1229 H—i I8YPA
DUBUN. GEORGIA 31021
PH: 14781277-1955 FAX: 18781838 Em1
DESIGN LOAD CAPACITY - PSF
NOMINALDIMS.
HEAVY
MULLION - M3
WIDTH (W)
FRAME
HEIGHT
EXT. (+)
INT. (-)
72
96
70.0
90.0
69
102
70.0
90.0
66
108
70.0
90.0
63
114
70.0
90.0
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FOR USE
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SILL OR IAMBS FC=
3D00 PSI MIN.
1-3/4"
2.1/2"
THROUGH
OR
OPTIONALIX
C-9D HOLLOW/FILLED
1/4" DIA. ULTRACON BY ELCO
BUCKS, BY
C
(Fu=177 KSI, Fy=155 KSI)
BLOC F'M =
1-3/4°
2-1/2"
OTHERS
000 PSMBS
2000 PSI MIN.
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MIN. S.G.=OSS WOOD
1-1/2"
1"
-
(Fu=177 KSI, Fy=155 KSI)
STEEL- 12 GA MIN.,
3THREADS
STEELIN
114"DIA. SELF-DRIWNG
Fy-36 KSI MIN.
PENETRATION
CONTACTWITH
D
SCREWS (GBADE 5)
ALUM.: 1/B°" MIN.,
PAST METAL
3/4°
BE
ALUM.PLATED
6063-T5 MIN.
STRUCTURE
PLATED 0R
OR
PAINTED
1/4"DIA. SELF-DRIWNG
18 GA. MIN. STEEL
1-1/2°IN
1'IN
E
SCREWS (GRADES)
STUD, FY-33 KSI MIN.
yy00D
WOOD
WITH WOOD BACKING
YKK
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DUBLIN. GEORGIA 31071
PH: (47812n-1955 FAX: 1678)W8.6001
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FBPE OERT. OF AUTHORIZATION N. 29578
FL #:
FL14218
DATE: 11.18.15
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SCALE: NTS
DWG.#: YKK160
SHEET:
14
OF 18.
CONCRETE/MASONRY
BY OTHERS
INTERIOR FINISH
BY OTHERS 4
PERIMETER SEALANT
BY OTHERS
1X WOOD BUCK
BY OTHERS
CAULK BETWEEN '
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BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH�;�.::r;
BY OTHERS ..........
INTERIOR
SEE GLAZING
OPTIONS
SHEETS 3 & 4
INTERIOR INTERIOR
SEE GLAZING
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SHEETS 3 & 4�
SEE GLAZING
SHEI
INTERIOR FINISH
.a BYOTHERS
-PERIMETER SEALANT
BY OTHERS
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. :Q.'. BY OTHERS
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BY OTHERS
EXTERIOR FINISH
BY OTHERS
_L EXTERIOR EXTERIOR EXTERIOR
O.A. FRAME WIDTH O.A. FRAME WIDTH
F HORIZONTAL SECTION G HORIZONTAL SECTION (H)HORIZONTAL SECTION
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LIG14T CONFIGURATION LIGHT CONFIGURATION LIGHT CONFIGURATION
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B1-O.THERS_�
INTERIOR FINISH=
BY OTHERS .,
PERIMETER SEALANT-----f-
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.............. BY OTHERS
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IIF' O.A. FRAME WIDTH O.A. FRAME WIDTH
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5 JAMB -CONCRETE/MASONRYW/1X BUCK 5 VERTICAL MULLION JAMB- DIRECTTO CONCRETE/MASONRY
MEDIUM CONFIGURATION MEDIUM CONFIGURATION MEDIUM CONFIGURATION
INTERIOR
EXTERIOR
HORIZONTAL SECTION
VERTICAL EXPANSION MULLION
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LS
110.19.1i
398 L DANIA BEAM MV). / 03B
DANIA BEAM, M NOO4
FBPE =. OP AUTHORIZATION Na Z528
FL #:
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DATE: 11.18.15
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OF 18-
MIN. EMBEDMENT,
1X WOOD BUCK
SEE SPECS, SHEET 14
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BY OTHERS
INTERIOR
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SEE SPECS, SHEET 14
SEE SPECS,
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SEE GLAZING
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SHEETS 3 & 4
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BY OTHERS
PERIMETER SEALANT
PERIMETER SEALANT
BY OTHERS
BY OTHERS
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CONCRETE OR
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MIN. EDGE ANCHOR,
DISTANCE, SEE SHEET 14
MIN. EDGE
BY OTHERS DISTANCE,
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SHEET 14 PERIMETER
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SECTION
(HORIZONTAL SECTION
JAMB - CONCRETE/MASONRY W/ IX BUCK
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BEACH 8 0 338
DANIA BEACH, FL 33004
FRPE CERT. OF ANTH012 MnM Na M78
FL N:
FL14218
DATE: 11.18.15
DWG. BY: CHK. BY:
SM I HFN
SCALE: NTS
DWG.#: YKK160
SHEET:
1
OF 18,
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0.157" 6 InsPtnS'
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0.093" 0.086"
2.500" 0.330' 1229 MNtt Gal IA 3102
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17 FEMALE
EXPANSION MULLION 18 MALE EXPANSION MULLION 19 EXPANSION MULLION REINF. 27 MEDIUM MULLION/ JAMB S0,",
6063-TS STEEL 6063-T5
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28 MEDIUM JAMB O HEAD ANCHOR DATE: 11.18.15
6063-T5 29 6063-T5 DWG.SBY: M EHK. BY:
FN
SCALE: NTS
DWG.#: YKK160
SHEET:
0
OF 18/