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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
FL14218-R9
Revision
2014
Approved
YKK AP America
1229 Hwy 441 Bypass
Dublin, GA 31021
(678)838-6044
heatherevans@ykkap.com
Hermes Norero
fbc@buildingdrops.com
Chris Moody
332 Firetower Rd
Dublin, GA 31021
(478) 277-2549
chrismoody@ykk-api.com
Greg Hultquist
1 of 7 9/4/2018, 7:20 PM
Florida Building Code Online
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Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
332 Firetower Road
Dublin, GA 31021
(478) 277-2515
greghultquist@ykk-api.com
Panel Walls
Storefronts
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, RE;
PE-73778
Architectural Testing, Inc., an Intertek Company
12/31/2018
Locke Bowden P.E.
4 Validation Checklist - Hardcopy Received
FL14218 R9 COI FL14218 - YHS 50 FI FS TU -Building Droos-CI.Pdf
Year
AAMA 501
2005
ASTM E1886
2005
ASTM E1996
2006
ASTM E1996
2009
ASTM E283
2004
ASTM E330
2002
ASTM E331
2000
TAS 201
1994
TAS 202
1994
TAS 203
1994
Florida Licensed Professional Engineer or Architect
2 of 7 9/4/2018, 7:20 PM
Florida building Code Online
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FL14218 R9 Equiv AAMA 501 Equivalency SS 2015-07-02.pdf
ections from the Code
roduct Approval Method Method 1 Option D
ate
Submitted
04/13/2017
ate
Validated
04/13/2017
ate
Pending FBC Approval
04/17/2017
ate
Approved
06/13/2017
ate
Revised
08/17/2017
iummary of Products
'L #
Model, Number or Name
Description
L4218.1
YHS 50 FI
Aluminum Storefront for Insulating Glass - Inside Glazed
.imits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL14218 R9 1I YKK160 SS 2016-10-27.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Approval is for Large and Small Missile Impact
FL14218 R9 AE PER4012 SS 2016-04-29.pdf
tesistance. Small missile impact glazing is identified on the
FL14218 R9 AE YHS 50 FI, 50. FS, 50 TU - Gasket Letter.pdf
Created by Independent Third Party: Yes
irawings with 1/4" tempered glass on the exterior. See included
irawings for design pressure tables.
.4218.2
YHS 50 FI
Aluminum Storefront for Insulating Glass - Inside Glazed
.imits of Use
Installation Instructions
Approved for use in HVHZ: No
FL14218 R9 II YKK165 SS 2016-10-27.pdf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: This Approval is for Large and Small Missile Impact
FL14218 R9 AE PER4127 SS 2016-04-29.pdf
tesistance. Small missile impact glazing is identified on the
FL14218 R9 AE YHS 50 FI, 50 FS, 50 TU - Gasket Letter.pdf
Created by Independent Third Party: Yes
Irawings with 1/4" tempered glass on the exterior. See included
3 of 7
9/4/2018, 7:20 PM
YKK AP AMERICA INC.
SERIES YHS 50 FI STOREFRONT
INSTALLATION NOTES: INSIDE GLAZED - WIND ZONE 31MPACT RATED
1. SEE SHEET 15 & 16 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM
EMBEDMENTS, 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.
4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF 31/2 INCH 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
BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/9
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 LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
8. 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'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY
THE ANCHOR MANUFACTURER.
10.I1SISTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY- CMU UNITSTRENGTH CONFORMS TO ASTM C-90,
WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT
CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE
STRENGTH OF 2000 PSI.
D. STEEL -MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12
GA. WALL THICKNESS.
E. STEEL- MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM12
GA. WALL THICKNESS WITH ZX WOOD BACKING.
F. ALUMINUM -MINIMUM I/81NCH THICK 6063-TS ALUMINUM.
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH EDITION (2014)
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• AAMA 501-05
• A5TM E1886-05
• ASTM E1996-06
2. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X FRAMING AND METALSTUD FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION
15 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.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE IN
WIND ZONES 3 OR LESS. 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.
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEETS 3& 4. FOR GLAZING DETAILS.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
I
-
INSTALLATION 6 GENERAL NOTES
2
-
ELEVATION 6 ANCHOR LAYOUT
3
A
SMI GLAZING DETAILS
4
A
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
-
CORNER MULLION TABLES
11
-
TYPE A 6 B ANCHOR TABLES
12
-
TYPE C 6 D ANCHOR TABLES
13
-
DOOR MULLION TABLE
14
_
DOOR MULLION TABLES (1)
15
A
VERTICAL SECTIONS 6 ANCHOR DESCRIPTIONS
16
A
LIGHT AND MEDIUM MULLION HORIZONTAL SECTIONS
17
A
HEAVY MULLION HORIZONTAL SECTIONS
18
A
CORNER MULLION HORIZONTAL SECTIONS
19
_
COMPONENTS 6 BILL OF MATERIALS
20
-
COMPONENTS
INSTRUCTIONS FOR USE: -
1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON
WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE
ASCE 7 STANDARD.
2. SEE CHARTS ON SHEETS 3 & 4 FOR DESIGN LOAD CAPACITY OF
DESIRED GLASS SIZE.
3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT
USING CHARTS ON SHEETS 5, 6, 7, 8, 9 & 10 FOR STORE FRONT
MULLION AND SHEETS 13 & 14 FOR DOOR MULLION, THE
CAPACITY SHOULD EXCEED THE DESIGN LOAD.
4. USING CHART ON SHEET 11 & 12 SELECT ANCHOR OPTION WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1
ABOVE.
5. THE LOWEST VALUE RESULTING FROM STEP 2,3 AND 4 SHALL
APPLY TO ENTIRE SYSTEM.
Digitally signed by Hennes F. Norero, I
Reason: I am approving this document
Dale: 2016.10.27 11:14:38-04'00'
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YKK AP AMERICA
1229 HWW 411 BYPASS
OUBUN. GEORBIA 31021
PN:(478)277-1955 FX:(678)83&6001
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CORNERS*
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JAMB ANCHOR SPACING*
ANCHOR TYPE
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 U5ING "HEAVY" JAMB CONFIGURATIONS,
SEE SHEET 17 FOR HEAVY JAMB DETAILS
ELEVATION 0- 0-"0• Y. 3U, 1J 414
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SEE SEPARATE DOOR APPROVAL FOR DOOR RATING
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LOWER DESIGN PRESSURE FROM STOREFRONT OR
DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM.
\
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—FORDOOR ADJACENT
MULLION ANCHOR
REQUIREMENTS 5EE
SHEETS 13 a 14
ANCHORS, TYPE A, B, C OR D
SEE SHEETS 11612 FOR QUANTITIES
AND SHEET 15 FOR DESCRIPTION
ANCHORS, TYPE A, B, C OR D
SEE SHEETS 11 d 12 FOR QUANTITIES
AND SHEET 15 FOR DESCRIPTION
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1229 HWY 441 BYPASS
011BLiN, 6EORrM 31021
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TITLE: YHS a g
ALUMINUM STOREFRONT SYSTEM
DATE SMI GLAZING DETAILS
s3 .
10.19.16P�REPARED BY:
tol BUILDING DROPS, INC. >3�
398 E. DANIA BEACH BLVD. #338
DANIA BEACH, FL 33004al
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CAULK BETWEEN INSTALLATION STRUCTURE,
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IN. EMBEDMENT, SPECS BELOW
WOOD BUCK BY OTHERS SPECS BELOW
IX WOOD BUCK - ''• SEE SPECS BELOW
2X WOOD BUCKS OR MIN. TYPICAL
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EXTERIOR
OPTIONS
SHEETS 3 d 4
INTERIOR
TREMCO SPECTREM FORT/"ANCHORS 8
2 SILICON SEAL 9 A
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y FORYa" ANCHORS
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TYPICAL INSTALLATION
SEE GLAZING
OPTIONS
SHEETS 3.4 d 5
LIMIT DESIGN LOADS FOR HORIZONTALAS FOLLOWS
MAX HORIZ. SPAN
MAX GLASS HEIGHT
ABOVE HDRIZ
MAX DESIGN LOADS
60"
55-15/16"
65 PSF
60"
1.
52 PSF
66"
55-15/16"
44 PSF
84"
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55-75/16"
30 PSF
20 PSF
EXTERIOR o
I�(w DESIGN LOADS SHOWN ABOVE ARE BASED ON MAX. GLASS AREA
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ALLOWABLE DESIGN LOADS MAY BE CALCULATED SEPARATELY.
VERTICAL SECTION
HORIZONTAL MEMBER
O.A.
FRAME
HEIGHT
EXTERIOR
TREMCO SPECTREM Il
2 SILICON SEAL
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BY OTHERS
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SEE SPECS AT RIGHT
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SHEETS 3 S 4
INTERIOR
3/8" MAX. SHIM
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FORY4" ANCHORS
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VERTICAL SECTION
SILL- DIRECT TO CONCRETE/MASONRY
YHS 50 FI ANCHOR TYPES
ANCHOR
TYPE
ANCHOR DESCRIPTION
SUBSTRATE REQUIREMENTS
-
MIN. EMBEDMENT
DISSTANCTANCIEDGE
DE
NOTES
5/16" DIA. TAPCON BY ITW
CONCRETE AT HEAD, SILL OR
(Fu=125 KSI, Fy=100 KSI)
JAMBS PC=3000 PSI MI N.
1-3/4"
3"
MAYBEUSED
THROUGH OPTIONAL
A
OR
C-90 HOLLOW/FI LLED BLOCK AT
5/16" DIA. ULTRACON BY ELCO
JAMBS F'M = 2000 PSI MIN.
1X BUCKS, BY OTHERS
MI N. S.G.=0.55 WOOD
1-1/2"
(Fu=177 KSI, Fy=155 KSI)
THREETHREADS
STEEL IN CONTACT
B
5/19' DIA. SELF -DRILLING SCREWS (GRADE 5)
STEEL: 12 GA. MIN., Fy=36 KSI MIN.
PENETRATION PAST
3/4"
WITH ALUM. TO BE
ALUM.: 1/8" MIN., 6063-T5 MIN.
METALSTRUCTURE
PLATED OR PAINTED
1/4" DIA. TAPCON BY ITW
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'
(Fu=125 KSI, Fy=100 KSI)
JAMBS F'C= 30DO PSI MIN.
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2-1/2"
MAYBEUSED
THROUGHOPTIONAL
THROUGH OPTIONAL
C
OR
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1X BUCKS, BY OTHERS
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1-1/2"
1.
—
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3THREADS
STEEL IN CONTACT
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STEEL: 12 GA. MIN., Fy=36 K51 MIN
PENETRATION PAST
3/4"
WITH ALUM. TO BE
D
ALUM.: I/8" MIN., 6063-T5 MIN.
-
METALSTRUCTURE
PLATED OR PAINTED
1/4" DIA. SELF -DRILLING SCREWS (GRADES)
18 GA. MIN. STEEL STUD, Fy=33
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1" IN WOOD
--
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ALUMINUM STOREFRONT SYSTEM
COMPONENTS A BILL OF MATERIALS
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DESCRIPTION
BY
DATE
BY:
BUILDING DROPS, INC.
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