WS-14-1008Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-219396 Permit Number: WS -6-14-1008
Scheduled Inspection Date: September 12, 2014
Inspector: Rodriguez, Jorge
Owner: , TROPICAL CHEVROLET
Job Address: 8880 BISCAYNE Boulevard
Miami Shores, FL
Project: <NONE>
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window/Door Replacement
Phone Number (305)754-7551
Parcel Number 1132060200880
Contractor: PROGLASS SYSTEMS LLC Phone: (305)639-2634
Isuuamg uepartment comments
NEW STORE FRONT SYSTEM
INSPECTOR COMMENTS False
September 11, 2014 For Inspections please call: (305)762-4949 Page 24 of 35
Inspector Comments
Passed
CREATED AS REINSPECTION FOR INSP-212577.
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
September 11, 2014 For Inspections please call: (305)762-4949 Page 24 of 35
%A
BUILDING
Miami Shores Village
i
Building Department MAY 16 1914
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
Permit No. WS> l 4 )
PERMIT APPLICATION
Permit Type. BUILDIN
JOB ADDRESS:
Master Permit No.6 0% —q — /5 — 2 / q
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:
U the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder)): �1.I Q Q 1`6 611 1j� 0 If t ]12 -Phone#:
Address: �� (gyp t $ (0P 61 VA
City: Pami Shores State: fz=
Tenant/Ussee Name: Phone#:
Email:
CONTRACTOR: Company Name:
:SO5— 6A"1 - 263q
city:. h state
Qualifier Name: WqQ e ` L. A yn A Y O Phone#: 65— (Q 2) 7--26,?q
State Certification or Registration #: I i � Certificate of Competency #:
Contact Phone#: & 5= b s q— 2 ,5q Email Address: j TO
DESIGNER: Architect/Engineer. Phone#:
Value of Work for/this Permit:
Type of Work: ®Addition
Description of Work:
IF s
$ E`T70, ®® SquarelLinear F�tage of Work: 3 q
❑Alteration IdNew ®Repair/Replace ❑Demolition
Color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF
CO/CC $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DUE
' f i
Bonding Company's Name (if applicable) WA
Bonding Company's Address
City
State zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Si
Owner or Agent
The foregoing instrument was acknowledged before me this
day of, 20.1 `�, by AAL11.
who is tM �knqwn or who has produced
As identification and who did take an oath.
PUBLIC:
Sign:
My
YANIUS ALEMAN
Public - State of Florida
Signature
Contractor
The foregoing ' ent was acknowledged be ore we this
day of 20k --L by��w--t"
who is personally own to me or who has produced
as identification and who did take an oath.
APPROVED BY �7 /'�3 4 (°'T Plans Examiner
W, 1I`)
Structural Review
(Revised 3/12/2M)Mwised 07/10WXRevised 06(10nM)(Revised 3/15/09)
NOTARY PUBLIC:
1, •
zoning
Clerk
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CONTRACTORS' REGISTRATION FORM
ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS
SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR.
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. COPY OF QUALIFIER'S STATE LIC CARD
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT)
D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION)
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER
B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT
C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT)
D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION)
YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
COMPLETE CONTRACTOR'S INFORMATION
BUSINESS NAME: ProGlass Systems, LLC
BUSINESS ADDRESS: 700 W 27 Street CITYHialeah
STATE FL ZIP CODE 33010
BUSINESS PHONE:31 05 ) 639-2634 FAX NUMBER 3f 05 ) 639-2636
CELL PHONE QUALIFIER'S NAME: Misael Amaro
QUALIFIER'S LIC NUMBER: -6166 6100 q
E-MAIL ADDRESS (IF APPLICABLE): maria@proglasssystems.com
Created on 3119109 BY MLDV I RV 3/26109 MLDV
I
0VMSTATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALLAHASSEE
FL 32399-0783
AMARO, MISAEL LUIS
PROGLASS SYSTEMS LLC
4130 SW 152ND PL
MIAMI FL 33185-4759
Congratulations! With this license you become one of the nearly one million
Floridians licensed by the Department Business
of and Professional Regulation.
Our
-TR-d
professionals and businesses range from architects to yacht brokers, from
boxers to barbeque restaurants, and they keep Florida's economy strong.
4
C;GC15148
Every day we work to improve the way we do business in order to serve you better,
For information about our services, please log onto www.myfloridalir-ense.COM.
V.
There you can find more information about our divisions and the regulations that
M
impact you, subscribe to department newsletters and leam more about the
..G- S
Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly. We
constantly strive to serve you better so that you can serve your customers.
Thank you for doing business in Florida, and congratulations on your new license.
TIF?
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�.. CERTIFICATE OF LIABILITY INSURANCE PROOL I 0-5/13114
THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT'S UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVSRAGE.AFFORDED BY,,THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BET 91EN THE ISSUING INSURER(S), AUTHORIZEb
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER,
IMPORTANT:. N the eerdRcats holder is an ADDITIONAL -INSURED, the•pollcyries) must bs endOrSed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, cerialn policies may require an ondorsemsnt A statement on this Certif�ce(e dog not confer rights to X12
certificate holder in 11su of such endorseme s
w� IZ Mer 561-994-2210 �T cT
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CBIZ Meridian
301 Yamwto Road Suite 3950 561-904-5292 PH07N _ p
Boca Raton, FL 3431 No a
Keith Bowman eNO nr,Qo�•
INSUMm
700 West 27th Street
Hialeah, FL 33010
Mamma
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INDICATED.
IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW GAVE BEEN ISSUED TO THE INSURED NAMED ABOVEREVISION OR THE POLICY PERIOD
INDICATED. NOT41"STANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO V1fF11CH THIS
CERTIFICATE; MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE H THIS
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAib CLAIMS.
TYPE OF INSURANCE PO D p0
GEAMRAL UA81LnY xM POLICY NUMN3ER L 1tAflS
A X CG�+SMERCIALGENERALLIASjUly 1-UC•CSE4796972 FACHOOCU PENCES 'J,O�,�I
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Glass & Glas License j; 075501004
4
MIASHOR
SHOULD ANY OF THE A13OVE DESCRI13ED POLICIES BE CANCELLED BEFOM
Miami Shore Village THE E70'1RATION DATE THEREOF, NOTICE WILL BE bEuvERBP IN
10050 EVE 2nd Ave ACCORDANCE unrrH THE POLICY PROVISIONS.
Miami Shores, FL 33138
AUTHORIZED P'RESENTA7NE
ACORD 26 (201a/0s) The ACORD name and logo are registered marks ofACORD CORPORATION. A11 rights resarve>d.
5/15(2014
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TROPICAL CHEVROLET MIAMI SHORES
8880 BISCAYNE BLVD., MIAMI SHORES, FLORIDA
Prepared by
XCEL ENGINEERING CORP.
7816 SW 195 Terrace, Miami, FL 33157
PHONE (305) 772-5023, sifangzhao@yahoo.com
C.A.N. 9324
April 26, 2014
SIFANG ZHAO, P.E.
FL. #50685
�` 51 ' '••:q0 �i
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�9 ^ STATE OF :•Q/'
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MAY 0 1 2014
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for
TROPICAL CHEVROLET MIAMI SHORES
8880 BISCAYNE BLVD., MIAMI SHORES, FLORIDA
Prepared by
XCEL ENGINEERING CORP.
7816 SW 195 Terrace, Miami, FL 33157
PHONE (305) 772-5023, sifangzhao@yahoo.com
C.A.N. 9324
April 26, 2014
SIFANG ZHAO, P.E.
FL. #50685
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�9 ^ STATE OF :•Q/'
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Calculations
for
TROPICAL CHEVROLET MIAMI SHORES
8880 BISCAYNE BLVD., MIAMI SHORES, FLORIDA
Prepared by
XCEL ENGINEERING CORP.
7816 SW 195 Terrace, Miami, FL 33157
PHONE (305) 772-5023, sifangzhao@yahoo.com
C.A.N. 9324
April 26, 2014
SIFANG ZHAO, P.E.
FL. #50685
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DESIGN CRITERIA:
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FLORIDA BUILDING CODE 2010 EDITION AND WIND LOAD ALSO AS PER SPECIFICATION ASCE7-10
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WINDOW AND DOOR DETAIL INFORMATION SEE SHOP DRAWINGS
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ALLOWABLE STRESS DESIGN: LOAD FACTOR Lf = 0.60
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+90.00
-90.00
C (INTERMEDIATE VERTICAL
MULLION)
43.625
133.000
20.15
+46.90
-60.90
NO
+70.00
-70.00
SERIES YHC 300 OG CURTAIN WALL SYSTEM STANDARD PRESSURE, INSULATED GLAZING - LARGE MISSILE IMPACT BY Yl
FLORIDA PRODUCT APPROVAL FL#13250.4
MULLION CAPACITY CHART:
MOTU
L DWSN PREMMES ARE UIDTED OY THE MULLION PIBPASTRFSS AND DEFLECTION
CAP aW PER FK 2007 SPWFICATI MFOR HVHL
2. SELECT CUM PRESSURE AND PANEL WTOTN(Mg AND OUTAM THE MA MUM
SPAN MINI FOR THE WALML
3. FORHOR¢OMTAL MIRUONS CAFACDY, SEE HORR!ONTAL FAIDIWN CHART.
4. WHEN PANEL WIOTHS ARE NOT EQUAL, USE THE AVERAGE WIDTH ON THE [HART.
CASE 1: SINLE SPAN WITH UNRBINFORCED MTR.LION
CASE 2f SINGLE SPAN WIN RENEWED MULLION FULL HEIGHT
CASS 3t TWIN SPARS WITH REINFORCED PMLWN AT IUIERMEDIATE SUPPORT ONLY
MULLION CAPACITY
—da7titve B Span HeLRht, H -
eABative Deatgn WiOth, '
N I CASE 1 I [ASE 2feae _3
30.0
35.0
48.8
45.9
59.9
SEE SHEFT§ 7 AND 8
FOR FASTENER DETAILS
E-ANCI•R
FOR IAMBS
T-ANCI•R FOR INTBRN®IATE
-- T♦uR120NTAL
• MWLION
T-ANCMM FOR INTEA.MBOIATE
IN`I i
W -
FDS
PORR 3AMAK83
SINGLE SPAN
MULLION CAPACITY
-.1.VosiLlI.-I
Design
130geti-
Plrossures (Psf).
R
CASE 1 �CA
AS NOTED
4• e'
10'9' 14
80.0
• • • •
85.0
3
uNREnMD
STANDARD DUTYUTY MULLION
(E9-3161)
SEE SHEETS 7 AND 8
FOR FASTENER DETAILS
T -AW -NOR PON UM04EDIATE
P-ANCX•(
FOR 3RM85
D/L ANCHOR (E1-1203)
OR WL AN010N (91.1:06)
X
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FOR 9AMSS
i
zs
RE3NFDACED
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i
MULLION
T-ANCHDR FOR MBFMEDIATE
Wyk 4111-1
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STANDARD..&ITY fidkiZOMTAI kiLIONS
(E9-3102)
a R•--
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72 00.0
66 90.0
68 BB.e
L
29- LONG
STANDARD DUTY FRRAION
REINFORCGD AT D/L er
W/L ANOM LOCATION
(E9 -3103r
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SUITE IBB
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MILLION
•
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CAPACITY
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GLASS CAPACITY
I. CNARTVMUESPROVIDBMMMUMDMWNPRESSVRESACCDDDINGTOMIM
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2. DO NOT EXCEED MUUMN SPAN LENGTH SELECTED OI PRESSURE CHARTS FOR
N LIMON CAPACTT7.
1/2" AIR SPACE E".114-
4- HEAT STRENGTHENED MASS
\ 090" INTO LAYER PLUS
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EXTERIOR
SPACER:
15/16' LTI/1. 0 0 1/2" air space with an Aluminum box f
GLASS 9178 TYP. around the parLd ter of the glass
g 1 PRW44W SEALANT;
f Type PID -29 memfactMed by ARCD
SHCOUID SUALANT;
Type 6E-3723 AN (tw pert) silicase
3, _ umtmf-tww b3 GE
GLASS TYPE 'A' : (aRy SSD)
1-9/16" Waminel Thlekness
1/2" ALR SPALE 1/4• HEAT STRENGTHEN® BLESS
9.098• SENTRYGUS PLUS
1/4• TENPERED GLASS LNTellAYER EV OUPORT
1/4• HEAT STRENGTHENED GLASS
DWT CORNSNG 995
g STRUCTURAL SILICONE
SEALANT
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Z.
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EI COMIING EESRUCTURAL SILICONE
ALANT
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10
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PANEL DIMENSIONS
('9'2'b')
�'
•••
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OLD WIDTH
M DLO "Erma
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LL..
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sum 10e
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;TROPICAL CHEVROLET MIAMI SHORES, FLORIDA
8880 BIZCAYNE BLVD MIAMI SHORES, FLORIDA 33138
GENERAL NOTES:
1. SERIES YHC-300 OG CURTAIN WALL SYSTEM STANDARD PRESSURE- INSULATED
GLAZING LM.I. BY YKK AP AMERICA FLORIDA APPROVAL 113250.4
GL40NG:1 5/16' IMPACT INSULATED LOW -E CLEAR GLASS MADE OF
EXTERIOR LITE: 1/4' TEMPERED GLASS
Y20 AIR SPACE
y' HEAT STRENGTHENED CLEAR GLASS
.090 SENTRYGLAS PLUS INTERLAYER BY DUPONT
INTERIOR LITE: 1/4' HEAT STRENGTHENED CLEAR GLASS
2. '35H WITH INSULATING GLASS ALUMINUM OUTSWING ENTRANCE DOORS L.M.I. BY YKK
AMERICA INC FLORIDA APPROVAL # 13321.2
GLAZING: 7/16' IMPACT INSULATED LOW -E CLEAR GLASS MADE OF:
EXTERIOR LITE: 3/16' TEMPERED GLASS
9/16' AIR SPACE
Y16" HEAT STRENGTHENED CLEAR GLASS
.075 VANCEVA STORM INTERLAYER
3/16' HEAT STRENGTHENED CLEAR GLASS
3. SERIES YES 45 FS ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM N.I. BY YKK
AP AMERICA IN ACCORDANCE WITH FLORIDA PRODUCT APROVAL ( FL# 12925.2 )
GLAZING: y' CLEAR TEMPERED GLASS
4. NON IMPACT MEDIUM STILE OUTSWING DOORS BY YKK AP AMERICA IN
ACCORDANCE WITH FLORIDA PRODUCT APROVAL (FL# 12892.1)
GLAZING: 1/4' CLEAR TEMPERED GLASS
3. FINISH SHALL BE : WHITE
EXCLUSIONS :
a) PROTECTION OF MATERIAL AFTER INSTALLATION.
b) FINAL CLEANING.
c) INTERIOR CAULKING.
d) MIRRORS.
e) MOCK-UP.
f) PATCH -UP WORK.
g) SHUTTERS.
h) LOUVERS
I) CUSTOM HARDWARE
D WOOD BUCK
DESIGN CRITERIA:
FLORIDA BUIDING CODE 2010 EDITION AND WIND LOAD ALSO AS
PER SPECIE. ASCE7-10
DESIGN WIND PRESSURE ON COMPONENTS AND CLADDING
ELEMENTS OF LOW-RISE BUIDING AND BUILDING WITH h<=60 FT.
RISK CATEGORY = II
BASIC WIND SPEED V = 175 MPH (3 SEG GUST) DADE
COUNTRY
ROOF PICH < 10 DEG.
BUILDING MEAN ROOF HT = 28.00 FT
EXPOSURE CATEGORY - = C
GLAZING ON AND AROUND DOORS COMPLIES WITH 2411.4.3 OF THE FLORIDA
BUILDING CODE 2010
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DRAWINGS ARE RECEIVED APPROVED TO INCLUDE ALUMINUM FINISH, GLASS TYPE,
AND WRITTEN APPROVAL OF MASONRY OPENING DIMENSIONS AS SHOWN ON
APPROVED SHOP DRAWINGS.
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CAN (EB) #9324
JUN 0 9 2014
XCEL ENGINEERING CORP.
781 Sag 195 TER, MIAMI, FL 33157
E (305) 772-5023, FAX (305) 675-2255
SIFANG ZHAO
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Florida Building Code Online
',
Page 1 of 2
Product Manufacturer YKK AP America
Address/Phone/Email 1229 Hwy 441 Bypass
Dublin, GA 31021
(478)277-2549
chrlsmoody@ykk-api.com
Authorized Signature David Oliver
davidoltver@ykk-apl.com
Technical Representative Michael Tumer
Address/Phone/Email 7680 The Bluffs
Sulte 100
Austell, GA 30168
(678) 838-6000
miketumer®ykk-api.com
Quality Assurance Representative Greg Hultquist
Address/Phone/Email 332 Flretower Road
Dublin, GA 31021
(478) 277-2515
greghultquist@ykk-api.com
Category Panel Walls
Subcategory Curtain Walls
Compliance Method Evaluation Report from a Florida Registered Architect or a Llcermad Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Nimesh J. Bhaysar, PE
Evaluation Report
Florida License
PE -56861
Quality Assurance Entity
Architectural Testing, Inc.
Quality Assurance Contract Expiration Date
12/31/2014
Validated By
Shawn G. Collins, PE
rW
BIS Home ' Log In User Registration
Hot Topics Submit Surcharge Stats & Facts Pumications FBc staff acts Site Map Links search
Bus'nes
P�®���
Product Approval
BR: Public User
Regulation
MOMMEMProduct
Approval Hew > Product or Applkatbn
Search > Awiiratton List > Application Detail
-12
FL #
FL13250-R3
Application Type
Affirmation
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer YKK AP America
Address/Phone/Email 1229 Hwy 441 Bypass
Dublin, GA 31021
(478)277-2549
chrlsmoody@ykk-api.com
Authorized Signature David Oliver
davidoltver@ykk-apl.com
Technical Representative Michael Tumer
Address/Phone/Email 7680 The Bluffs
Sulte 100
Austell, GA 30168
(678) 838-6000
miketumer®ykk-api.com
Quality Assurance Representative Greg Hultquist
Address/Phone/Email 332 Flretower Road
Dublin, GA 31021
(478) 277-2515
greghultquist@ykk-api.com
Category Panel Walls
Subcategory Curtain Walls
Compliance Method Evaluation Report from a Florida Registered Architect or a Llcermad Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Nimesh J. Bhaysar, PE
Evaluation Report
Florida License
PE -56861
Quality Assurance Entity
Architectural Testing, Inc.
Quality Assurance Contract Expiration Date
12/31/2014
Validated By
Shawn G. Collins, PE
0 Validation ChecMLst - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard rear
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
hq://flori&buil&ng.org,/pr/pr app dtl.aspx?param=wGEVXQwOgvRk6bsvZ66FKTxLv... 5/7/2014
Florida Building Code Online
Page 2 of 2
I affirm that there are no changes in the new Florida Building Code which affect
my product(s) and my product(s) are In compliance with the new Florida Building
Code.
Documentation from approved Evaluation or Validation Entity 0 Yes O No `v N/A
FL13250 R3 COC FL 13250 Compliance Letter to 2010.odf
Product Approval Method Method I Option D
Date Submitted 02/27/2012
Date Validated 02/27/2012
Date Pending FBC Approval
Date Approved 03/13/2012
summary of Products
FL # Model Number or Name
Description
13250.1 JYHC 300 OG
YHC 300 OG Standard mullion small missile monolithic lass
LImRs of Use
Installation Instructions
Approved for use In HVHZ: Yes
FU3250 R3 1I JI YHC 300 OG Std Mull Std Press Mono SMI.odf
Verified By: Nimesh J. Shaysar, PE PE#56861
Approved for use outside HVHZ: Yes
Impact Reststant: Yes
Created by Independent Third Party: Yes
Design Pressure: +90/-90
Evaluation Reports
Other.. See charts in installation drawings for applicable design loads.
FL13250 R3 AE Evai YHC 300 OG Std Mull Std Press Mono SMI pdf
FL13250 R3 AE Gasket Letter,odf
Created by Independent Third Party: Yes
13250.2 JYHC 300 OG
YHC 300 OG Standard mullion large missile monolithic lass
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL13250 R3 II II YHC 300 OG Std Mull Std Press Mono Mr.nrlf
Verified By: Nimesh J. Bhaysar, PE PE*56861
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure. +90/-90
Evaluation Reports
Other. See charts In Installation drawings for applicable design loads.
FL13250 R3 AE Fvai YHC QM OF GFA Mail CM press Mono i MT add
813250 R3 AE Gasket Letter.ndf
Created by Independent Third Party: Yes
13250.3 JYHC 300 OG
YHC 300 OG (Standard mullion, small missile, Insulated glass)
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL13250 R3 JI II YHC 300 OG Std Mull Std Press Ins SMI.odf
Approved for use outside HVHZ: Yes
Verified By: Nimesh J. Bhaysar, PE PEd56861
Impact Resftant: Yes
Created by Independent Third Party: Yes
Design Prestsure: +90/-90
Evaluation Reports
Other. See charts In Installation drawings for applicable design loads.
FL13250 R3 AE Eval YHC 300 OG Std Mull Std Press Ins SMI odf
FL13250 R3 AE Gasket Letter.odf
Created by Independent Third Party: Yes
13250.4 JYHC 300 OG
YHC 300 OG Standard mullion la a missile Insulated lass
Limbs of Use
Installation Instructions
Approved for use In HVHZ: Yes
Flt 3250 R3 II II YHC 300 OG Std Mull Std Press Ins I-MI.odP
Verified By: Nimesh J. Bhaysar, PE PE*56861
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +90/-90
Evaluation Reports
Other: See charts in Installation drawings for applicable loads.
E +3250 R3 AE Eval YHC 300 OG Std Mull Std Press Ins IMS odf
FL13250 R3 AE GasketLetter.odP
Created by Inde dent Third Pe : Yes
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/g-0 employer. Copyright 2007-2013 State of Florida.:: Prhracv Statement :: Accessibility Statement ;; Refund Statement
Under Florida law, email addresses are public records. It you do not want your e-mail address released loin nSe to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Sedlon 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address 9 they have one. The
emaitr provided may be used for official communication with the Iicensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please
dick gM.
Produce Approval Accepts:
19 22
tlars�yttlt�
http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FKTxLv... 5/7/2014
a�
OM ENGINEERINraSERVICESV INC*njl}
Product Evaluation Report
DATE
8/25/2011
MANUFACTURER
YKK AP
332 Firetower Road
Dublin, GA 31021
PRODUCT NAME
YHC 300 OG ALUMINUM CURTAIN WALLS — LARGE MISSILE IMPACT
(INSULATED GLAZING)
MATERIAL
ALUMINUM 6063 TS, 6063-T6 AND 6061-T6
MAX. DESIGN PRESSURE
+/- 90 psf
MAX. PANEL WIDTH
7r
MAX. PANEL HEIGHT
150" FRAME HEIGHT FOR SINGLE SPAN
324" FRAME HEIGHT FOR DOUBLE SPAN
HVHZ
YES
IMPACT
YES {LARGE AND SMALL MISSILE)
REFERENCE DRAWING
YHC300OG-LM4
0430.01-09
American Test Lab of South
Florida (ATLFS)
6801 NW 170 Ave
Ft, Lauderdale, FL 33309
TAS 202
Air Infiltration Test
L57 psf &
6.24 psf
PASS
TAS 202
Water Infiltration Test 13.5 psf
20.0 psf
25.0 psf
PASS
TAS 202
Static Load Test +/- 90 pd
PASS
TAS 201
Large Missile Impact Test
PASS
TAS 201
Small Missile Impact Test
(Specimen A & S-1)
PASS
TAS 203
C clic Load Test +/- go
PASS
oils 1-09
American Test Lab of South
Florida (ATLFS)
6801 NW 17th Ave
Ft. Lauderdale, FL 33309
TAS 202
Static Load Test
*90
PASS
TAS 202
Air Infiltration Test
(Specimen B
L57 psf
6.24
PASS
TAS 202
Water Infiltration Test
13.5 psf
20.0 psf
PASS
TAS 201
Large Missile Impact *
PASS
TAS 201:•
Small Missile Impact
PASS
TAS 203
Cyclic Load Test
+/- 90 psf
PASS
* Mullions were impacted.
621 E ViaohhVton St Suits 8 -Cando, Florida 328M
Phone: 407-7044816 .. I=an 407-704-7816 w WwwAmenWhew.com
•Q o
1_�
Architectural Testing
January 30, 2012
Chris Moody
YKK AP America
332 Firetower Road
Dublin, GA 31021
RE: Letter of Compliance
FL13250-R2 (YHC 300 OG) 2010 FBC Compliance
Dear Mr. Moody,
Pursuant to your request I have performed a review of the Florida Building Code 2007
edition and compared it to the Florida Building Code 2010 edition. The scope of this
review was limited to the above listed product type, defined as category "Panel Walls"
and sub -category "Curtain Walls."
The basis of the approval was testing conducted to TAS 201, TAS 202, and TAS 203 for
un -shuttered use in wind-borne debris regions, including the high velocity hurricane
zone. These test methods are adopted in referenced editions of the Florida Building Code
and remain unchanged.
In conclusion, the review of both editions of the Florida Building Code and the
accompanying supporting documentation found within the approval allow me to conclude
that the above noted Florida Product approval does not incur any material or performance
changes with the adoption of the 2010 Florida Building Code. Thus, application FL
13250 as approved for the 2007 Florida Building Code meets or exceeds the performance
requirements of the 2010 Florida Building Code. The limits of use noted in the
application, shall remain unchanged.
Should you have any questions, please do not hesitate to contact me.
Sincerely,
ARCHITECTURAL TESTING, INC.
/7.�.
Shawn G. Collins, P.E.
Laboratory Support Engineer
cc: B6488.19-401-34
2250 Massaro Blvd
Tampa, FL 33619
phone: 813-628-4300
fax: 813-628-4433
www.archtest.com
* .
N0.70655
0 STATE OF ; g
.4 C9�p`p
"/,/"Z0NA1_E;,�``��
2012.02.0718:16:43 -05'00'
FL COA # 29274
YKK
AP AMERICA
I ,
I r.
INSTALLATION MOTEL' GEUNESAi.NOTE:
L ON fl) INSTALLATION ANCHORY5 REQUIRED AT EACH ANCHOR iOCA710N SHOWN, UNLESS L THE PROIXJCTSHOWN HEWN IS DESIGNED AND MAaWFACTURiEDTO COMPLY
OTHGHWISESTATED. WITH THE 2007 FLORIDA BUR.DINC,CODE:INCLUDING RE q$YSFORHim
2. THE NUMBER OF INSIALLATiONANCHORSDEPKTEOISTHE MINIMUM NUMBER OFANCHOIS 2. ADERUACYOFTHE EXISTING STRUCTURAL CONMMWMASONRY,2XAND STEEL
TO BE USED TEAT PRODIR:f INSTALLATION. STUD FRAMING ASA MAIN WIND FORD RESIS77NG SYSTEM CAPABLE OF
WnMANDINGANDTRANSFEMNGAPPUEDPROMaWADS707M
3. 114STALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF *IA INCH OFTHE FOUNDATION IS TKE REiRONSBiUTY UTNE ENGINEER CR ARIIiTECTOF
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE, WiTtiOUT CONSIMATKNd OF RECORD FOR THE PMECT OF INSTALLATION.
TOLERANCES}. TOLERANCES ARE N7'TCUMRJLATINE FROM ONE INSTALLATION ANCHOR TOTHE
NEKT. 3. ZX BUCKS (WHEN USED) SHALL B DESIGNED AND ANCHOREDTO PROPERLY
TRANSFER ALL LOADSTO THE STRUCTURE BUCK DESIGN ARID U WALLATON IS
t FOR INSTALLATION ON AM4000 PSi CONCRCTE, USETYPE A, 8 OR C CONCETE ANC HORS AT THE RFSPONS161UTY OF THE ENGINEER OR AWCHIT£CT OF REMO FOR THE
HEADAND SILLWITH EMBEDMENT AS SHOWN. USE TWO (2) SCREWS WITHi T,ANCHORS AND PROJECT OF INSTALLATION,
TWO (2) SCREWS WITH F -ANCHORS. FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS
FOR INSTALLING THE ANCHORS. Sia: DETAIL FOR SPACING REWREMENTS.
S. FOR INSTALLATION ON STEEL FRAME SUBSL'RATE, USE Ur DIAMETER ASTM AUS HH STEEL'
THREADED BOLTS. PRE -DRILL HOLES ANO TAP. USE TWO (2) BOLTS WITH T -ANCHORS AND TWO
(2) BOLTS WITH RANCFHORS. SEE DETAIL FDR SPACING MWIREMENTS.
6. MINIMUM £MBEDMIENTAND EDGE DISTANCE EXCLUDE WALL SASHES, INCLUDING BUT NOT
LIMITED 70 STUCCO. FOAM, BRICK VEiNEER, ANb SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
REPTANT MATERIALOR HAVEACORROSION RESISTANTCOAIM.
& INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH AN04OR
MANUFACTURER'S INSTALLATION INST RUCTIONS, AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE
ANCHOR MANUFACTUi4ER.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING Pte: I d LLION
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0-65. SPAN
& MASON" - STRENGTH H CONFONAANCT TO ASTM C-90 GRADE N, TYPE I (OR GREATER)
C. STEER. -MINIMUM YIELD STRENGTH OF 33 VA. MINIMUM WALL TIICKNESSOF33MRS.
D. ALUMINUM - ALLOWABLE STRESS OF Y3.94 KSI. MINIMUM WALL THICKNESS OFO.OW.
E. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 40M PSI FOR REINFORCED CONCRkTE,
MINIMUM COMPRESSIVE STRENGTH OF SOW PSI FOR PRLESTRE5SED CONCRETE
MALIE>Rt
SPAN
PHLL.LION
SPAN
SEE SHEETS 7 & 8 w
FOR FASTENER DETAILS F-AIICHN
4. THE INSTALLATION DETAILS DESCRIBED H}N ARE GENERIC AND MAY NOT
REFLECTACTUALCONDRiON,SFORASPECIFICSITE. IF SITE CONDITIONS CAUSE
INWAUTAMON TO DEVIATE FROM THE RECILMEMtEN15 DETAILED HEREEN, A
ENMEER ORARCIITEGT SNALLM&ARESrMSPEC M
FOR USE WITH THIS DOCUMENT.
I THS PRODULTOQES NOT RECOARE IMPACT PROTECTIVE DEV.
6 MATFMSINCLUDOMIUYNOT LIMITED 70:4FE>JME'TAL COME
INTO CONTACT WITH OTHER DiSSIMILAR MATER44LSWALL MEET THE
REQUIREMENTS Of THE 2W FLORIDA BUiLDING CODE SECTION .&4.
7 PER SECTION 242139.7OFTic 2w7FBC,emu= LITE MUST BETEMPERED OR
SkTIY GLASSA90VE BD FT.QMTHKXNESSSHOULD BE ECAWALI NCT0
STANDARD GLASS'S
mI�I®I!E=III
i NOTE: ALTERNATE WWlND LOAD ANY DEAD LOW ANCHORS AT EACH LEVEL.
i 1 rti
��
4Q E o ,-
MIN
CAN BE USED WITH
APPS QRS BY
YXK AP
YXK � I� �
?m W* "FS,sum
AISTEI.L, EIL't 38>e6B
VIRC m DO
iaimm /gill SYSTH6
vm
ap
TABLE OF CONTENTS
SHEET
SHEET" DESCRIPTION
1
GENERAL NOTES AND ELEVATION
2
HORIZONTAL SECTIONS
3
HORIZONTAL SECTIONS (CONT'D)
4
VERTICAL SECTIONS
S
VERTICAL SECTIONS (CONT'D)
6
DOOR CONNECTION DETAILS
7
INSTALLATION DETAILS
8
INSTALLATION DE'T'AILS (CONT'D)
B
PART DETAILS
18
PART DETAILS (CONT'D) AND BILL OF MATERIALS
11
ANCHOR DETAILS
12
ANCHOR DETAILS (CONT'D)
13
MULLION CAPACITY CHARTS
14
ANCHOR CAPACITY CHARTS
15
ANCHOR CAPACITY CHARTS (CONT'D)
16
GLAZING DETAILS AND GLASS CAPACITY CHARTS
17
FRAME ASSEMBLY
MALIE>Rt
SPAN
PHLL.LION
SPAN
SEE SHEETS 7 & 8 w
FOR FASTENER DETAILS F-AIICHN
4. THE INSTALLATION DETAILS DESCRIBED H}N ARE GENERIC AND MAY NOT
REFLECTACTUALCONDRiON,SFORASPECIFICSITE. IF SITE CONDITIONS CAUSE
INWAUTAMON TO DEVIATE FROM THE RECILMEMtEN15 DETAILED HEREEN, A
ENMEER ORARCIITEGT SNALLM&ARESrMSPEC M
FOR USE WITH THIS DOCUMENT.
I THS PRODULTOQES NOT RECOARE IMPACT PROTECTIVE DEV.
6 MATFMSINCLUDOMIUYNOT LIMITED 70:4FE>JME'TAL COME
INTO CONTACT WITH OTHER DiSSIMILAR MATER44LSWALL MEET THE
REQUIREMENTS Of THE 2W FLORIDA BUiLDING CODE SECTION .&4.
7 PER SECTION 242139.7OFTic 2w7FBC,emu= LITE MUST BETEMPERED OR
SkTIY GLASSA90VE BD FT.QMTHKXNESSSHOULD BE ECAWALI NCT0
STANDARD GLASS'S
mI�I®I!E=III
i NOTE: ALTERNATE WWlND LOAD ANY DEAD LOW ANCHORS AT EACH LEVEL.
i 1 rti
��
4Q E o ,-
MIN
CAN BE USED WITH
APPS QRS BY
YXK AP
YXK � I� �
?m W* "FS,sum
AISTEI.L, EIL't 38>e6B
VIRC m DO
iaimm /gill SYSTH6
vm
ap
WIND LOAD (WL) MOM AT FLS LEVEL • •
•
DEAD LOW (DLL) ANCHOR AT FLOOR LEVEL � • • � • :
MULLION SPLME (REQUIRED AHINITM EVERY 07M FLOM) • • •
7i _JE.—Js HL_.JL---- —JL -- J . -
Ii iI h 11;
li it Iz<� r,_�1 iI It it.'
iI CAN BE UFSED VXTH APPW4EED DOORS AV STOREFROkS BY YXK
it SEE SEPARATE APPLYCATiom FOR tX ANp STOREFRONTS HE,
FL 11 $. i W1 {f t/ tL
�!e! tt 1! R)r
11 11 isi ; L 0 111 It It I�
IF,—cr--ir 4iA
14
tP
»:' ...
SCALE: its"a1'-13"
AS NOTED
GENERAL
NOTES AND
ELEVATION
som 01 oF 17
•
Ra�B
•
OUAIM, n 323 •
••••••
• •
to �-�-� •
•
•••••
• •
CJ6026M •
•
Ar+•
wwvm ff
.:1mail�'.
WIND LOAD (WL) MOM AT FLS LEVEL • •
•
DEAD LOW (DLL) ANCHOR AT FLOOR LEVEL � • • � • :
MULLION SPLME (REQUIRED AHINITM EVERY 07M FLOM) • • •
7i _JE.—Js HL_.JL---- —JL -- J . -
Ii iI h 11;
li it Iz<� r,_�1 iI It it.'
iI CAN BE UFSED VXTH APPW4EED DOORS AV STOREFROkS BY YXK
it SEE SEPARATE APPLYCATiom FOR tX ANp STOREFRONTS HE,
FL 11 $. i W1 {f t/ tL
�!e! tt 1! R)r
11 11 isi ; L 0 111 It It I�
IF,—cr--ir 4iA
14
tP
»:' ...
SCALE: its"a1'-13"
AS NOTED
GENERAL
NOTES AND
ELEVATION
som 01 oF 17
1'','i
INTERIGR
AT TOP AND BOTTOM Q°
WHEN MULLION END 3' LOW 14
T TOP AND BOTTOM WHEN Ama*W ARE USED
24 3 LONG MMULLION END ANCHORS ARE USED 29' LM 46 � i • • • • i
AT LEAD -LOAD ANCHOR ANDAT DEAD -LOAD • • 0 • •• •
46 29" LOW AT WIND -LOAD & WIND -LOAD ANCHOR LOCATIONS • •
___ .___—_-- "ilii •
/ Sb LONCs 44. • • •
_ — ¢" LANG AT SPLICE LOCATION AT SPLICE LOCATION INTL
• SENwrm, xwto 04
1 1 1111 • • ••• •• 04
l i i ••+• • 821 *• •• sama •• •d
� ST.
1111• a
1 ! I
1. .. c A:•s. •
%�.�^G�\ 1 ! 'f==l�! r t ( AT AND BOTTOM • • • ••
t i t 1 t ASTMI f! 96 STEEL. • s
(FROK TOP
ANCHOR
SLEEVE TO BOTTOM
7-41 1 1 i 4li#EN $' AIX WAS ARE USED REC6M{Elfi
I 1 i
ISLE
A)WHOR EVE)
ra na.
----------.l Lam..,,. ------------ _.J Y
ANCHOR EDGE DISTANCE ANCHOR EDGE DISTANCE
(SEE ANCHOR CHARTS) (SEE ANCHOR CHARTS)
--------------------
35
TREMA _ • •• 1111 •• •
SP'ECTREM 2� • • • • • • •
SILICONE 1111 1111 i •• •
SEALANT
••• •• • •
•• •
CD
-- _..._---___---•-----,---^ __ ____ _ �_
e' _-- ----- -- _. _,,i � — i • 111100
00 0 Seiko
i` ••• •• •• • •• •
1!2" NOMINAL4 2 4 3 4 ' 3 • • • • • • •
(1 MAX.)17 EXTERIOR 1� � i i • • 0090
1111••
SUBSTRATE EDGE • • • • •
�5UBSTRATE • • • .�
IAMB MULLION B,L,Q, INTERP9EDiAT'E MULLION B.L.O. : �s
FRAME WMIN coon ev: we
OMM
INTERMEDIATE MULLION u=.U4140
SCALE:
LT, HDRIZQML SECTION / 1
Single Span Mullion SCALE: 0"=11-01 2
AS NOTED
HORIZONTAL
SECTIONS
sm 02 or 17
I•
aWUR
YKK Aa ERICA
7589 IM BLUFFS,
Surrc
AUSTELL, 6A 381
YNC we 06
CM420 ft"
YKK
AM aft
iN WOR
31 i.t
3' FROM
EACH END & 32
Is* O.C. 1/l
30 S •
• • ••• •••
i EXTERIOR • • • • • G•M •E,IaW,,ii,wRt
3/16 siavia coo Ifs.
•••••• •• • •••
• wamm"I
•••• Off. FI. ?27 spyowm-ms
•.
----- 33 •• ••
17
$• FROM � • •: •: NP9s Beas+ck,:V.E.
EACH g a32
28 38' O.C. ' • • �' •.• • t
21
29 • •i S88G1
17 � •
EXTERIOR E7= 3116 33
46 • •
• • •••• ••
HORIZONTAL SECINN
1 •
Alt. Outside Corner SCALE: V-1•-8" 3 •
%
HORIZONTAL SECTION :•• •
Corner Angle Anchor SCALE: 3°mi'-e° 3 . . • • • •
1-11182° 1-ui32• . . . ..
2-3/4^ am art MR
ARE :si.•ses
7-118-
Mnxmt
Urdorm W
' \ 1
SAO= SCALE
'' .. •' AS NOTED
.. /Otto= TITLE
60
H}RIZONTAL
SECTIONS
(CONT -D)
HORIZONTAL -SgC 3 300-misP1a/L
Corner Mullion Anchor SCALE: 3,01, W 3
9FEET
03 .� 17
5
TRGPQ SPECTREM
sIu[comf sE"
1!2" wwwm
(1' MAX.)
1-1 IT.�.� •.• ... Ham.
3B 39 ; 4444•• •• • =a.K•••i
•
H 3 4444•• �E4��•
• • • •0 per, Fi !?9pt
I 18 19 ••.••� •*ape
a.V2E•Aa�•• •
D.L.O.
t f • • • • -
t�SH BHM1:�4Aij. P.B.,
• • • 4444 •
(z) SAS" UTA. . . r r
WEER HOLES @ 3' • • • • _ '11*
•
•�. • ,
FROM ENDS S6 ..., � - • ` ta::si>Ema '
HORIXONTAL
77
OPENING FRAPPE
HEIGHT HEIGHT 4 • • • •
•
{� ®i ••• 4444 •• •:
e
•• • 4444 •
(2) 5/3.8" DIA, i i ` • • �
WEEP HOLES @ t � i • • • • • • • •
1/3 SPAN LENGTH see*
• i • • •
FROM E1ED5 I 4444•• ••••• •• ••
i f
2 4444•• • • •• ••
• • • •
t 4444•• • ••
1
:on:*:
• • •
' 39 4444•
EHtiERItNt 1 5 • • • • • •s
f WERIOR • • •
6Y: 86
12)
2 �y fl Cts fYY !G9
U5/16" DIA. DATE DWWbU-61418
6
FROM S56
\ t�rrsms:
waves= W=kL a .
(1" PAX.)
(3) 5/16° DIA. WEEP HOLES f_
1/3 SPAN LENGTH FROM ENDS
SILICONE SEALANT
EEE DISTANCE v
(SEE INSTALLATION DETAILS)
OR
YN5TALlATION ANCHOR
'(S£E INSTALEl11"ION DETAILS)
2
SCALE: 6"ffi1'-ty"
eumm score
AS NOTED
MAN= "IU
VERTICAL
SECTIONS
MAW= mom
4C3W0G/SP/I/L
sir @4 or 17
•
;R �,•. ff fJ 11
12
!i !t S
f# t
19 20
If
# 1
a :.L
.';Ay •�' dl d
•• ! { 1! 9rt -- '^ rrn moi+
1" ATAX 5FIIM1 SPACE.'—.` A
R . ' A a, .. •� t' A ram
INSTALLATION ANCHOR
(SEE ITALLATIM TAILS)
YESTICAL
F-AnChor SCALE: 6 moi' -Or 5
14 1
35
f
X7. t
S 6 1
j ! : c000R
VA
} i tiPENltdO3
14 20 f (,
1 ` . !,.-- HARD SHD4S
4
�y 4 4 � � � (. INSTALLATION! ANCHOR
(SEE V' STALLATIM DETAILS)
Tw (3) rNsTAtATim ANDS (TYPE A, t on
O) 0 3" Mm. C -C SPACING PER S -ANCHOR
VBTICAL r -
S c (}r SCALE': 6r•1• -9r 5
o
wm
26 OPTIONAL
YKK AP AMERICA ;3C
7M Tim BUFFS,
19
AUSTELL, 6A 36268
24 ` 11 1 A J TAIN AL OG
tlmtarn •nss str5rM
13YKK
Id I }
---------- i �Y t
#t S 6
ap
1 !
1 1 ./ 1 1 1�' .w••.. .r^r.'.
Ilia
` ' 000:0• •• • •••
-- ti----.- ---------
I }--_^'_'--��' msmm 0000••
_-�•�at�® $T.
0000 a ORLMM, FL
0000 ii-�-7tla•• •
7tlap •
k. t
0000•• m I
•
R. ♦ •s K • •a. .
qs. - A- a» •.a s• i .y • • • KAN Nunn, i.E.
000
MSTALtATION AUOW INSTALLATION ANCHOR •� s: ,e•o[61,
(SEE VISTALLATION DETAILS) (SEE INSTALLATION DETAILS)
MEBTICAL
c or SCALE: 6"=1'-W S
NOTE: USE Jt LLEON SPLICE MVWM AT
EVERY OTHER FLOOR' LOCATE SPLICES t ij t 1
WITHIN 36° OF D/L AMMM.
11 tj # 1
a } 1 ! 1 ! 3r 1
t
SILICON SEALANT' #)
}.--.- -
« 4 MUdLLION SPLICE 1TPo # L :7r
1• : 1 s �----,• a t.
« E PRESSURE PLATE 31'.
af 1 s4
r
i
« ----1 4 4
11 tl tl 1
. S �WVER SP► ICE3T.
-------------4
1 }
32 I
SILICONESfiA
11 i} ti i
At A !
SPLICE DETAIL
°6
STALE: &"ml' -9r 5
��
aue �aw:u�-oma
•••• 'L
•
0000
*so i
4a
see
•
00
00 0
I
•
0000••
•
•
••
i
0000•
•
• •
000.0
1
0000
•• i
000.00
• •
•• 4
00 00
of
0044t
#
0000••
•
a
• • •
• •
•
000 0•
••
• •
•
\✓
004 4
•• •
•rte
��
aue �aw:u�-oma
I
f
A5 NOTED
•atm TIM
VERTICAL
SECTIONS
sou 05 of 17
Ems•
YAK AP AWRICA ))K:
7689 THE BLUFFS,
SUM 1w
AUSTELL, GA 30168
s
YK US DO
w•TA= WALL SYST"
—-------- --------------------
YM
ap
__._....
!�
it
11
- --------------------
SEE
------ -----SEE SEPARATE APPROM FOR VXK DOORS - _ —
= _
-_—
v -
{ ri
j;� 1 (� ._...:,j�._ " 0000•• • *949
s �..j 19 1 fi �r'�1 1 • • • : • • Jaz •Sr
_ E -fi•- lei .. __�— Goo* $Uma • • •
•
$6 goose • 9me(m9, Fi
—_ — _. (F) 497
0000•• • ••• •• •
`••••'36
�• •
rl
ll_ ---J17
J
ii i 11 If AIf 2 � _0090•0
JI r2
---- r______ + rame Mull10n Door Head 6
1!I !}' ( ` 0000•• ••• i •• e
1!I 1jt'"' i •
i!r rlr 3 0000•• • •
-----------------r-- 0.00 •
r I �._... ---•-� 1 r k .. .
r ----------I i "i r r-� .....
Ir •0.0•• • . •• •
1I
1 1 SEE SEPARATE IAPPROVAL FOR YKK DOORS 1 • • • • • • • • o • • •
1 1!I 3 ----------- --- -- _ ..-------
!0000•• • •
-- _ _ �1 • • i•••i• •• •
1 I 1 fi I) a ----SEE SEPARATE APPROVAL AM YKK DOORS _. _ _ _ _ � �_— ' • • • •
1 t L---- --_'V--%r—=L3� rl
r �—
c"Mcm err �
\ VATE 99AWi:U-93-8➢
aftlaw coma W.
/+ t1
—L
r 36 36
--------._........__--------------_
r y
57
• �....�� 88�w3f8a ssAtE
AS NOTED
CONNECTION DETAI�
2
Frame Horizontal/Door Heag 6 t •
KWM
VERTICAL
a S6 ss SECTIONS
17 OWN= opm
CONNECTION DETAIL 3
Frame Mullion/Door Head 6-OG/sPliA
wear @6 w 17
b � •M7.A1 EMyB�E•fOdAENT.", •.
d S:
.a • � e
(AIN. EDGE DISTANCE
(SEE ANCHOR CHARTS)
IAMB MULLION
(SIM. HEAD & SILL)
,•.' ;a i 7 1 AWOM ernmsum CAN BE CLIPPED
ABOVE THE NUT AFTER TrGHTENING
•
f 1
f
'•
. .
'I
..
...
�'•
f i
~-- —_ Li'�."ca
.3«— -----.psi
,:•S
.,F_'
1
r
;esti ' a� ;• A : +.•.
•• •
a.
•••
•
1," PAX SH6M SPACE
_
•
•
•
6666
•
•
•
• •
6666•
. «' e•:1/2" 0•HiLTI HAS SIlPEtt ROD
AlIN. x
d ACHESWE ANCHOR
��$"
.
BEte'
•
a�.
�
:e..
•a
°�f •'• q.... a
, t
a � o -w,
CONCRETE BY OTHERS
•
4 °' p•`1 •.
6Y+, -e
•
a • a _+•,•I
*•
•
M. EDGE DiSfA E
•••
(SEE ANCHOR CHARTS)
3"
IAMB MULLION
(SIM. HEAD & SILL)
Ve" O%A. HILTI
Ri+= BOLT 3
EXPANSWN ANCHOR
R►-
��� ■ n « m iii � ���
' • • .�-'.3/8'" DiAtirLTl K= BOT 3
•� a a. • •um ' _ .'. .i y• e
, o 'a "` ti • ° 3A e'A r•j a+q•. `' ~ Yp • .# a jq' a . R ,j °
, ! ♦ : •• � 'P •� 3 w w . ' n f • as A a . A � _9 'Y •• � d } .} .+ . J • ..
7-1/r M. EDGE DISTANCE
CONCRETE BY OTHERS (SEE ANCHOR CHARTS)
d i
s ,c.
•a dAfa'
S .... 4-1/4" F
CONCRETE By OTHERS
INTERMEDIATE MULLION
(SIM. HEAD & SILL)
a• r •s t .
MIN. •MOMENT
r�
" $-1/4"
e
lie Tr
mu As SUPER Bw
AOHESIVE ANDD
..t •. a
'• a;
7-1
INTERMEDIATE MULLION
(SIM. HEAD & SILL)
SCALE: 6"=1'-O"
CONCRETE By OTHERS
J, • , a•.
< a �
z
a
V.
r
• e.
1%2" HilrI HAS SUPER RW
#. ADHESNE ANCHOR
.d . i•
o .s
HIN. EDGE OISTANa
(SEE ANCHM CHARTS)
SCALE: 6'=1'-0"
• •
•6 •
6666••
•
6!666•
6666
6666
6666••
6666••
1KK AP AFRICA TttC
SUM 289
77,E me OURS,
MISML, GA 30168
. .
....
..
...
,:•S
{
r
;esti ' a� ;• A : +.•.
•• •
a.
•••
•
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••
••
.
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•
a�.
�
:e..
•a
°�f •'• q.... a
, t
a � o -w,
CONCRETE BY OTHERS
' • • .�-'.3/8'" DiAtirLTl K= BOT 3
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CONCRETE BY OTHERS (SEE ANCHOR CHARTS)
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CONCRETE By OTHERS
INTERMEDIATE MULLION
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SCALE: 6"=1'-O"
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I
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MISE. ASTM A325
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7.5'
INTERMEDIATE MULLION
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T
KN. EDGE DISTANCE
(SEE ANOPilRt CIIARTS)
SCALE: V -l' -0"
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6.688
1.438
9.6?S
STANDARD DUTY MULLION
E9-3101 (6063-T6)
5.280
3.890
STANDARD DUTY HERO/SILL
E9-3104 (6063 -TS)
4.
56
1.580
2.738 2.356
.325
SHEAR BLOCK.
E1-3091 (6063 -TS)
3.
5.249
STAN6 M DUTY HORI&WAL
E -3un (6"3 -Ts)
.687
856
as
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as 3AH6/MULLION FACE COVER
E9-3161 (6063-T3)
�S STEEL REINFORCEMENT
E1-8175 (ASTM A36 STEEL)
a'.7S9
F-XIOIiR
61-3094 (W63 -T5)
3.
2.955
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E9-3193 EXTRUSIo4
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2.235
ANCHOR SLEEVE
61-3806 (6963 -TS)
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TOP & BOTTOM)
•
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PLATE
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yl
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2.738 2.356
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3.
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CORNER MULLION ANCHOR
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EXTERIOR GASKET
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INTERN GASKET
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C3 9.405
i
EXTERIOR GASKET
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INTERN GASKET
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AS NOTED
PART
DETAILS
0mm
4.3"
J CORNER PRESSURE PLATE
AS -3175 (6063-75)
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(��o E9-3274 (6863-T5)
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2.382
INTERIOR SNAP -IN BASE COVER
E9-1280 (6053 -TS)
D3.760
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1.793-
4.936
STEEL ANGLE
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STEEL ANGLE
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}-------- 2.992
2.209
INTERIM MULLION COMER
E9-3165 (6063 -TS)
i"
k
4"
DE40 LOAD ANCHOR
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I.
4- ---- ----^--^�I
WILD [AAD ARDOR
E1-1204 (ASTM A36)
•
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AS NOTED
maom nm
PART DETAILS
(CONT -0)
s w 10 w 17
OF MWAMS
1
E9-3191
STANDARD} MM K LION
6863 -TS
2
A5-3178
PERIMETER PRESSURE PLATE
8063 -TS
3
AS -3172
PRESSURE PLATE
6963 -TS
4
E9-3161
3AMB/MLICO FACE CIDER
8053 -TS
S
E9-3162
1EAO/SILL FLUSH FILLER
6963-75
6
1 E9-3184
STANDARD DUTY HEAO/SILL
6863 -TS
7
E9-3182
STANDARD DUTY MORIZWAL
6963 -TS
8
-79
EXTERIOR
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SETTI
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22
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6063-.
13
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14
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ALM SLEEVE
3-
15
E1-
WINWLOAD ANCIM
A360MEL•
16
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OEJUl LAAD ANCHOR
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7
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2/4"-29 X 1-1/4" MM @ SP O.C-
FC-
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19
HF -2
4°-2S X 5/8" M KCS TYPE F
20
PC -1018
810 X 5/9" PHM TYPE AS
• • • •
21
HM -5072
2/2"-13 X 4-1/2" ARE ALT (GRADE 5j
• . • • . •
A
X512 X S/8- MWM @ 12. O.C.
A
C#10 X 3 4" TEK
24
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810 x 3/4- PHMS 18- O.C.
• • •
2S
PC -1818
#10 X S/8- KWS 18 O.C.
25
E1-0175
STEEL REINFMOUM
A3ffi L�!
27
AS -3175
PRESSURE PLATE
28
E9 -314S
CORNER ADAPTOR
6863-
29
E9-3274
CORNER FACE COVER
6053 -TS
30
E9-=9
INTERIOR, SNAP -IM BASE COYER
6863-T5
31
IMTERMDR MILLION COVER f COMER
6963-T5
Mt
E1-3013
COMER MULLION ANCHOR
33
EI -0198
STEEL ANGLE (DEADLOAD)
A36 MEL
El-em34
STEEL ANGLE. W LOAD
A36 STEEL
35
E1-3039
S-A E8-3197 X 4" Lam)
0861-T5
36
E2-0356
ISOLATOR TAPE
PVC
37
E2-0355
3OINT PLUG
EPDM
38
N/A
LX TT DUTY Mi1LLION
3-T6•
39
WA
LIGHT M" HEAD/SILLm%
•
49
N/A
LIGHT DUTY LDREMONTAL
6063 -TS
41
N/A
LIGHT @ /SILL- FLUSH FILLER
El -mo
MLR31M, 90 CAP
ALP •
43
E1-301
MM
44
El -3M
M &LION SPM SLEEVE•
45
E1-3809
FACI COVER SpLEEVE
6963 -TS
46
E9-3193
MILLION SLEEVE M
47
E3-6183
i3YLON SLIP PAD
Rot" •
48
FC -1418
#14 X 5/8- FMMS
49
M-5008
1/2"-13 HEX NUT
• • •
50
WS -5900
3/2"LOCK WASHER
51
WW -5800
1/2" FLAT WASHER
S2
FF -SM
08-32 X 1/2- FHTCS F)
..
3
FC74456
#14 X 3- 2FRSMS O.C.
FC -1212
#12 X 3/4` FHSMS TYPE AS
5
N/A
5331E
EPOS
E2-810
EPON
57
EO -3110
PIAMM PLATE ADAPTOR
6963 -TS
58
#19 x 1/2" PDMS TYPE A9 @ 36" O.C. 8 G" FRM ENDS
9
PC -108
#99 x 3/4" PH SMS
69
E1-3818
CORNER MALIGN ANUM
5B£ii-T6
•
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AS NOTED
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PART DETAILS
(CONT -0)
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STEEL BY OTHERS
NOTED
WIND LOAD CHOR 1
Wim ► LOAD ANGER
ND LOAM ANCHOR
L ANCHOR
iamb Mullion Connection SCA : 6°=1�-@- 11
Intermediate Mullion Connection
SCALE: G -W -e- 31 Section
SALE: 6-®1•-V 11
DETAILS
»
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:
0•0
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AS NOTED
ankm nne
D/L ANCHOR
- --D.ETAILS .-
12m 27
RAU
IVI LLION CAPACITY CHARTS
NOTES
L OMMPRESSURES ARE U&MMOYINEMUWO?JFIBERS MMAMD DMCMM
CAPACITY PER FBC2007 SPECIFICATIM FOR HVHL
2. ' SELECT DESIGN PRESSURE AND PANaWfDTH (M AND OBTAN THE MAXIMUM
. SPAN HE1GK FOR THE MULLION.
34 FOR RMONTAL MUMNSCAPACM, SEE MORMDNTALMMMM CHART.
4. WHEN PANEL WIDTHS ARE WTEQUAL, URTHEAVERAGEWOM ORTHE CHART.
CASE 1; SINGLE SPAN WITH UVREINFORCED MULLION
CASE 2: SINGt.E SPAN WITH REINFORCED MULLION FULL HEIGHT
CASE S. TWIV SPANS WITH REINFORCED MULLION AT INTERMEDIATE SUPPORT ONLY
MULLION
i'Negative
Pressums
.
t
�S R Height,
Widthj-
w.%: CASE 2
...W
30.0
3. 0.
5p.
1 22 3'
2r (r
31 a, 15'7" 121- 2-
2V 10-
4- 0- 14-10- 129- 3-
19'11"
:--4' 6' 14*4* 1 19* S"
19'r
51 $o 13, 1w Is* 90
ire,
5' 6" 13'4' IS' 2'
17'11"
61 r 13'0" 17, 0*
Ir S"
3S.0
31 9"
15. 7"
21* Z*
20'1O"
3' 6" 24`9" 20' V
VY 10"
4' 9* 14`2" 19' Z'
IVW
4' 6* ITr 19' IV
18'3"
S' 9* 13'1" 17' 10"
17'r
S' G' IV Sr 17' 3'
17' 0
6' 9" 12W 16* 9'
16'7"
40.0
3, s-
14'1O'
u- Jw
19'11"
3, Go sw r ig, 2"
w w
4' ff" 13'0' 19' 4"
IVr
4' 6' 13- V U-77
it 5-
5 ' Q* 12'6" 17' 1"
16':10"
S, V Ir 2" 16, G"
IV IV
61 0" Ir ur 16, 91
it Iww
45.9
3' 0'
14.4"
10' 5*
192'
3' S' 13'7' IS' G"
19 S'
4' 9" IVV 17' 8"
17'S"
r 17. all
IFF
r 16, S,
16'2"
1:v a* is, 19*
ly Ir
61 V ive is S6
35'3"
59.0
3- 9- 1
IT Ir
I is, 9*
18'6"
3. 6" I IW P 117- 19-
Ir 7-
4 V I Ir a- 117. 1-
i
I
4 6' 1 IV V 1 16' S'
.,W
SEESHEETS 7 AND 8
FOR FASTENER DETAILS1
F-AKMDR
FOR SASS
T -AIM FOR INTERMEDIATE
HORIZONTAL
MULLION
T -ANCHOR FOR INTERMEDI&TE
W 0 N CAPACi
i'Negative
Pressums
Positive A-*L,�',,
Native ilcesigle
r:_. -
wr6l,
Height*
CASE, - 3
55.9
3' 0*
13'47
18' 2'
1712'
3' 6" 12V 17* 3'
1r 0"
4' 8" 22'2' 16' 6"
16'4"
4' 6* 11' B" IS' IV
IV 8"
5- 8- 11' 3" IS' 4' 1
191-
S' G- 10'11" 14-
14'8"
_Ir
G' 0" W r 14' V
W 3'
69.0
34 0"
IV (r
27' V
ir so
31 6" ire 16, 91
16'7"
4' 0* 11'10 16' 9'
15'10"
4' 6' 11'4" 15' S*
15'3"
S' 6" 1W U* 14' 31"
Wir
S V 1D'7' 14' S*
14'3"
f. 0- 1 IW 4 14- 9-1
IT
65.9
3, 9"
ir r
ir r
If o,
3' S' 12'0" 16' 4"
16'1"
4' Ir 11W 25' 7'
I5"56
4- Gr' 21'16 15' r
14'106
S' 0* 10' 8" 14' 6'
14' 4"
10' Ir 14- 9*
IS- Ilr
fil ir w(r 13* 8"
Ir 51
70.9
3' r
12'4'
16' 9'
16'7'
3- 6- Y179-- _0 11-
15' 9'
4' er 11`2r is, 3*
is, all
4' 6' 10`9" 14' 8"
24'V
S' Q* 10' S' 14' 2"
IW IV
S, 0" 10'1" 113, 81
13' 6"
6' e' V W 13' 4"
I�X I
75.9
31 r
12'16
16, S,
16'2"
3' G" IrV 15' 7*
15'4'
4' 9* W 11' W 21'
IN r
V 6' 1V IV 144 4'
14 r
13, w
26;
33' 8r
Fr. 33. 5-
IV Ir
0- wir 13. 9-
IV ir
WON CAP
i'Negative
Pressums
H
CASE� "3
09.0
31 Ir
ill Itr
16, 91
IV 10"
3' 6' 11' 2" 15' 3"
R'V
1S' O"
4' V 10'9" 14* 7'
lor S*
4* V 1W 4r 14' V
IT 10'
S* 9' V W 13
IT 3"
5 G" 9' S' 13' 1'
12' 7'
6 Q* 9r 12, 91
12' 1"
ss.e
31 r
it 7r
is, 91
IT 61
3' V Irfr 14* 11'
24'9'
4' 9' 106' 24' 3"
W Ill
4' 6* w r ir 9"
irr
S. 0- -7r- IT r
Ir ir
S. G. v r 12* ir
irr
6. S. v r 12- 6.1
Ill 9*
99.9
3, 9,
it 4
is, 5,1
is, r
3' 6" 1V9r 14' S'
14'5*
4' r 1W 4' 14'
13, 104
4' G" V IW 13'
13'2'
5" r wr
5 6. vu. 12 7
Ir
UNREINFORCED
STANDARD DUTY MULLION
(0-3191)
REINFORCED
STANDARD DUTY MULLION
(E9-3163)
(SINGLE -SPAR)
0
STANDARD OM HDRU(NIAL LIONS
Itidth, V
ra
72 90.8
99.0
Go 90.0 -d
STANDARD am MULLION
REINFORCED AT D/L or
WL AIUM LOCATUN
(0-3103)
(TWIN -SPAN)
29, Low
7
A/L ANCHOR (91-1205)
OF
OR WL ANCHOR (EI -IM)
•
**
• 0
HORIZONTAL
AMM RIZONTAL
STMM HO
0000
•
ON
MULLION
T -ANCHOR FOR INTERMEDIATE
•0 0
ON
0 0
00 00
0 00
so
000000
waw
W= W, +W2
00 00.
0* 0:0
GNAVW, FL 316,
00
•
0•
00 0
DOUBLE SPAN
0
.0
•0000
0.00
mulm
?-@ 0 2N
STANDARD OM HDRU(NIAL LIONS
Itidth, V
ra
72 90.8
99.0
Go 90.0 -d
STANDARD am MULLION
REINFORCED AT D/L or
WL AIUM LOCATUN
(0-3103)
(TWIN -SPAN)
29, Low
7
•
•
**
• 0
0
AMM RIZONTAL
STMM HO
0000
•
ON
(e9-3192)
000000
•0 0
ON
0 0
00 00
0 00
so
000000
0
00
•
0•
00 0
0000
0
•0000
STANDARD OM H01
(0-31ft)
I evalsa.. Guam aw. I
10MAIM SrALE
AS NOTED
Mom nate
MWON
CAPACITY
CHARTS
ONA10M
YK-300-06/sp/X/L
mm 13 ew 17
•
0
0
0000
•
0000
•
000
:..e
0900
0
040:6
•
0000
•
ANCHOR CAPACITY CHARTS
NOTES ,
L CHARTVALUES PROVIDE MA=4UM DESIGN PRESURES FOR GrjU SPAN LMM (19 AND MWJM SPACING
IMR
TYPE EACH ANCHOR TYPE REFER TO SIMTCH FOR ANCHOR WrATIONS AND DIMENSIONS. SEE NOTE FORA NCHOR
DErAIM
2. 00 NOT EXCEED MULLION SPAN UNM SELECTED N PRESSURE Cl�aRrs FOR MIJ11ION CAPACITY.
I FOR SITE CONDITIONS NOT SHOWN IN TGE DETARS HEREIN OR ANCHOR EDM DISTANCE REQUIN101ENTSTO BE
h4OD(RED, ANCHORS MAY HAVE TO BE EUMNEERED ON A SITE SPECIRCBASIS.
(2) TYPE A, C or D AKRM
c* TWO'ANCHN-,
IH
(2) TYPE A. C or 0 ANCHORS
(2) TWE B ANCHOR
I
A) lypt A, B. C or 0 AMCHORS
SINGLE SPAN
ANCH6CAPACITY(SWGLE-SPAN)
ftoli"
SPan, M
say
wxtth*
Maxim=.Pressure. for AnChW
Type
a. 6.
99.9
98.0
90"".0
99.0
99.0
3- 6- 99.9 M 9019
90.0
4- 9- 99.9 90.9 90.9
90.0
4- 6- 99.9 99.9 90.0
90.0
S* r 99.0 99.9 99.9
9e.0-
99.8 90.0 90.9
99.
90.0 00.0 90.0
991
3' V
99.0
99.9
90.0
90.9
99.9
90.8
31 61
90.0
90.9
99.8
90.0
4' V 99.9 99.9 99.0
99.9
91 0"
61 w 77.9 90.9 99.9
90.0
90.0
99.0
99.9
S, v 90.9 90.9 99.0
99.9
51 a, we 99.9 90.0
99.0
61 a* 90.0 99.9 90.9
90.411
9, v
31 6"
90.0
90.0
90.9
90.9
3. G. 90.0 99.9 90.0
99.0
4' r 99.0 90.9 90.9
90.0
4, v 90.0 90.0 90.8
99.9
S, 0. 119.9 99.0 90.9
'99.0
S' 6' 99.0 99.9 99.0
99.9
99.9 99.0 99.0
85.6
10' r
3, 0-
90.9
99.0
90.0
99.0
3' 6" 90.9 90.0 99.0
90.9
4' ir 90.0 90.9 99.9
90.9
4* 6' 90.9 90.0 99.9
90.9
5' 8" 99.9 99.0 99.9
99.9
51 6" 99.9 90.0 00.0
88.8
6- g- 1 90.0 90.9 09.9
81.4
29' 6'
31 0"
99.0
90.9
90.9
99.9
3. 6. 90.9 99.0 90.0
90.0
4- 9- 90.0 90.9 90.9
99.8
4' 6" 90.0 90.0 99.9
90.9
S. S. 90.9 90.9 90.0
90.0
S, 6" 90.9 99.9 90.9
84.5 ,
6- a- 1 99.9 99.9 90.9
77.5
7
11- 0-
3 9*
99.9
90.0
99.0
00.9
3 6" 90.0 90.0 00.9
108.8
4 9" 99.9 99.0 99.0
90.9
4- 6- 90.0 99.9 90.9
98.9
5' 9" 90.9 .90.0 .90.0
88.8
S. 6. 90.0 20.0 99.9
88.7 -
fir -V-7 83.5 90.0 99.0
74.0
99.9
3' Ir :
99.9
99.0
00.9
90.9
3* .6* 99.0 90.0 99.0
99.9
4- 0' 99.0 90.6 se.9
99.9
90.0 90.0 99.9
90.9
90.9 i 98.0 90.9
84.9
90.e 99.9 90.0
77.-2
e- 64.6 90.0 99.9
70.8
SEE SHEETS 7 AND 8
FOR FASTENER DETAILS
INSTALLATION ANCHOR TYPES
TYPE A.3 3/8" 0 HILT1 10=410ILT ZU
2-1/2* M. 060MM INTO SUBSTRATE
7-2/2' PDX. DISTANCE FROM SUBSTRATE EDGE rN DrRECTJ= OF LOADING
3-3/4* KM. CMU -10 -CMU DISTANCE BETWEEN AWNORS•
TYPE 9: 112" 0 HIL71 HAS SUM ROD ADHESM AH t
4-1/4" NO. SUISWMT INTO SUBSTRATE
6-3/4' KEN. 01STMCE FROM SUBSTRATE EM IN DrRECTl0N OF WAD=
4-1/4" NON. CENTER-TO-CENTElt DISTANCE BETWEEN AKHORS
TYPE C. 2/2' 0 POWERS WOM-BOLT
4" KEN. MEDMENT X= SUBSTRATE
6* M. DISTAJICE FROM SUBSTRATE EDIIE IN DIRECTION OF ILOADING
G' MIN. C99' M -70 -CENTER DISTANCE BETWEEN ANCHORS *
TYPE 0. 1/2v 0 ASTM A325 M STM TMEADW DOLT (DML AND TAP)
(or 1/2- 0 STEEL BOLT KW. ASM A325 W MIT AND WASHERS)
718' NTN. Dr5rANCE FROM SUBSTRATE EDGE DI 1210INCT100 OF LOADZUS
I-lfr M. CENTER-TD-CEUM DISTANCE MWEEN ANCHORS
• FOR S-MCDRS (OM OP911110) AN?PAN r (3AMB ANCHORS), USE
MEN. 3' CENTER -TO -CENTER DISTANCE
TYPE A, 6, C or 0 ANCHORS PKLION SPACING or BAY WIDTH
PAWY 40AN
0 4
ftill"
H
B
12- W
3- 0-
99.9
99.6
99.9
99.0
31 61 99.0 90.0 9e.0
90.0
4* V 99.9 90.0 90.9
90.9
4. 6- 909 90.9 90.9
90.0
51 w 90.9 90.0 98.9
81.4
51 6. 88.5 90.9 90.0
74.9
61 w 81.1 99.9 90.0
67.8
22' V
3' V
99.0
-90.0
99.9
90.0
3* v goo 99.0 90.0
90.8
4- 9- 90.0 90.0 90.0
90.0
4* 6' 98.9 90.0 98.9
86.8
51 0* 99.9 90.0 90.6
78.1
S. 6. 84.9 90.9 90.9
71.0
61 w 77.9 90.9 99.9
65.1-
13- V
3 ' 9"
90.0
90.9
98.0
.9
31 61 99.9 99.0 99.0
99.9
4' 0* 99.0 99.6 99.0
99.9
90.0 90.9 99.0
83.5
SV -89.8 9e.0 90.0
7S.1
S. 6. 81.7 Be.@ 90.0
68.3
6. 9. 74.9 911.9 90.9
62.6
23- 6-
31 0*
99.9
90.0
99.9
98.0
31 6* 99.9 99.0 so.$
90.0
90.0 99.0 98.9
99.9
IF -G" 99.9 98.6 99.0
00.4
-5r-9-W- 86.5 90.0 99.0
72.3
S. 6. 78.7 90.0 90.9
65.8
6' V 72.2 90.9 90.9
60.3
14' 9"
3' V
99.9
90.9
99.9
99.0
3' 6" 90.0 90.0 90.9
99.9
4' 8" 90.9 99.0 99.0
87.2
99.0 90.0 99.0
77.S
51 v 83.4 90.9 99.0
69.7
5' 0' 75.8 90.9 90.0
63.4
61 r 69.5 90.9 90.9
58.1
99.0
31 9"
99.9
90.9
90.9
9e.9
3' 6- -99.9 99.0 90.9
99.9
4' W 90.9 90.0 90.0
$4.2
14 6"
�
7i 6
89.5
909
99.e
741-
5 9" 80.6 90.0 99.0
67.3
5 6* 73.2 90.9 99.0
51.2
6- 0- 67.1 90.9 9111.11
S6.1
IS- 9-
31 o"
90.8
99.9
99.9
99.9
V 6" Wa 911.0 99.0
99.9
4- V W.0 90.6 9e.0
91.4
4- S' $6.5 90.0 99.9
72.3
S, o" 77.9 99.9 90.9
65.1
70.8 90.9 99.9
S9.2
64.9 99.0 -99.-0 -S4.2
ISEE SHEETS 7 AND 8 1
FOR FASTENER DETAILS1
(1) TYPE 8 AM
(2) TYPE A, C or 0 AKW
(2) TYPE 0 ANCHOR
DOUBLE SPAN
ANCHOR CAPACITY t UBL'E-SPAN
0 4
ftill"
H
Bay lag".
W
Maximum Pressure foe Anctor 7"e
A,, 9 C D
el 6.
3* Ir
gs.s
90.8
99.0
99.8
3. 6. 99.0 90.8 90.0
90.0
4- B' 99.6 99.0 90.0
90.0
4- 6- 99.9 98.111 99.9
F*.- 9
S. S. 99.9 90.9 90.9
99.9
S. w 90.9 90.0 90.9
90.0
G. 9. 90.9 99.0 90.8
98.9
0. 9.
31 r
99.0
99.9
99.0
98.9
3- 6- 90.9 99.9 99.0
90.0
4' Ir 90.9 90.9 90.9
99.0
4' 6* 99.0 99.9 90.8
90.9
S, GO 90.0 90.0 90.9
99.9
6. 98.9 90.0 90.9
99.0
w 90.9 99.0 90.0
98.0
9. 6.
3. r
90.0
90.9
99.0
90.0
3. 6. 90.9 90.9 99.9
90.0
4' 9* 90.9 we 90.9
90.0
4- 6- 90.0 98.0 99.6
99.0
S, Ir 99.0 98.9 99.9
99.9
S. 6. 90.0 90.9 99.0
90.0
61 9" 90.0 99.9 99.0
90.9
le. 9.
31 el
90.0
90.0
09.8
99.9
3. 6. 29.0 98.0 90.0
99.0
4' V 90.0 29.0 99.0
99.0
4- G- 90.0 99.9 90-9
We
51 0" 98.0 90.9 90.9
90.9
V 6. 90.0 90.9 99.0
90.9
61 e" 20.9 90.0 99.9
99.0
im. 6.
3' r
90.9
90.9
99.0
90.-e
31 6" 28.9 90.8 90.0
90.9
4- 0' 90.0 90.0 90.9
90.9
4' V 90.9 90.9 99.0
99.0
S, 9, 99.9 99.0 99.9
99.9
S, w 99.0 99.9 90.9
99.0
fil v 99.0 99.9 90.9
99.0
il, Ir
31 r
99.0
99.9
90.9
90.8
G. 98.0 90.9 90.9
99.0
4- 0- 90.9 99.9 90.9
99.9
4' 6" 90.9 99.9 99.9
90.9
5, 9" 99.0 90.0 90.9
90.0
S. 6. 99.0 99.9 99.9
99.0
61 8" 99.9 99.9
90.9
11. 6.
3. 9.
--90.0
9e.9
90.0
99.0
90.9
3* 6" 99.9 90.0 90.0
99.9
4' r 90.0 90.0 90.0-
-99.9
4- 6- 99.9 99.9 90.9
99.9
90.9 99.9 99.9
99.9
S. 6. `99.9
6- 9- 86.5 90.9 90.9
6. 9. 90.0
98.0
YK A, 0, C or 0 ARCHORS
FL ANCHOR (El -1205)
t W/L mom (21 -ins)
TOE A, 8, C or 0 MOMS
ANIICHORCAPACITY tbdUkk-SPAN
0 4
span,
ftP!M!"•.for AnthW Type
`fI Fl
c 0,
12* ir
3' V
98.9
90.9
90.9
90.9
99.9 98.9 98.0
we
4' Ir 99.8 $9.0 90.0
go.
4* r 99.0 ".a 99.0
99.0
S, v 90.0 90.9 90.9
of.be
S. 6. 90.9 99.9 99.0
9"0.40"0
61 v 99.0 90.0 90.0
90040,
12' 6"
31 G*
90.9
90.0
90.9
V 90.0 90.9
4' B* 99.0 $9.9 99.9
4' Ir 99.9 10.9 99.9
go.'s
le
90.8 ".9 99.0
98.9 99.8 90.9
.0
90.0 90.9 99.0
.8
13' 6'
31 Ir
98.0
99.9
99-$
3' S" 98.0 99.0 99.9
90.40
4' So 90.0 90.9 99.0
Wo
4- 6' 99.9 90.0 99.0
99.9
99.9 98.9 99.0
90.9
90.0 90.0 99.0
99.0
61 0* 98.0 99.0 99.9
83.S
13- 6-
3. 9.
90.0
90.0
90.0
99.0
31 r 99.8 90.6 99.0
99.0
4' V 99.9 90.6 90.9
99.0
4' r 90.0 90.8 99.9
90.9
51 r 98.0 99.9 99.9
90.0
or 99.0 99.0 90.0
87.7
G" 99.0 99.0 90.9
80.4
M. 9.
3' Ov
90.0
99.9
99.9
99.9
31 61 90.9 99.9 90.8
99.9
4' V 99.0 90.0 90.9,
99.0
4' 6- 96.0 99.0 98.0
90.9
51 r 90.9 1,90.9 90.8
99.9
S. 6. 90.0 90.0 90.9
94.5
61 Ir 90.9 90.0 90.0
77.S
14' Sr
31. 9.
90.9
99.0
90.9
99.0
11 v 90.9 go.$. Wa
90.9
4' Ir 99.9 90.0 90.0
99.0
4' 6" 90.0 90.0 98.0
90.0
"2 99.9 90.0 99.9
89.0
S. 6; le 90.9 90.9
$1.6
6- G- 89.5 99.0 99.9
74.8
1319.
3' 0'
90.9
90.9
90-9
We
3' 6" 90.0 99.0 99.9
90.9 1
4' V 99.9 90.0 90.9
90.9
4' 6" 08.0 90.0 90.0
99.0
S, 0" 90.9 99.0 90.0
$6.0
51 61 99.9 99.8 90.0
79.9
6- 9- 86.5 90.9 90.9
72.3
WK AP AMERICA M
"a me
ma"s,
SUM I"
Auvm, a% M"
VK 390 Ora
cw= WIL mms
YKK
ap
i Moni-4-6.
Is= now -u -N -ft
AS NOTED
ow 3.4 *F 17
•
•
• 4swism, DIC.
•
000
0
4bftAgb. FL 32"
407- -M5
•
til 4P -"4-7M
0
oftowposssomm
i Moni-4-6.
Is= now -u -N -ft
AS NOTED
ow 3.4 *F 17
•
•
0
i Moni-4-6.
Is= now -u -N -ft
AS NOTED
ow 3.4 *F 17
REDUCEDAN H CAPACITY CHARTS
NOTES
2. CHART VALUES PROVIDE MAXIMUM DESIGN PRESSURES FORGIVEA! SPAN LENGTH (H)AND MIAMONSPACINS CM
FOR EACH ANCHOATYPE. WERTO SKETCH FOR ANCHOR LOCATIMANP IXMENSMM SEE NOTEFOR ANCHOR
TYPE DETAILS.
2- Do maTEXCEED muLL=spANtENmssEcrEDjN PaEsamcmms FOR muujoN CAPACITY.
3. FOR SIFE CONDITIONS NOTSHOWN imn* DETAILS HEREIN OR ANCHOR EDGE WTANCE REQUIREMENTSTO BE
MODIFIED,AWHORS MAY HAVETO BE ENGINEERED ON ASITESPECIFIC BASIS
(2) TYPE A or C AKMRS
(2) TYPE A or C
AtXHORS
(2) TYPE A or C
AMOIDRS
SINGLE SPAN
(SINGLE SPAN.`
I+ffillion
,VtMaximm P P S$urqtj�r,",
gay ow
Anchor Type
A
Anchor Type (Psq,":
A
8' 6-
3* Ir
90.6
F�G ---61.8
3- 6- 87.3
1 99.0
4' 9- 76.4
1 90.0
4- S' 67.9
86.4.
S. 0. 61.1
77.7
V 6* SS.S
70.7
6. io. Se.9
64.8
9* w
3- W
99.0
90.9
9, 6. 82.4
99.8
4- 9' 72.1
90.9
-7-6-7, 64.1
81.6
S, 6. 57.7
73.4
S, 6. 52.4
1 66.7
61 0. 48.1
61.2
9' 6*
3' 8'
98.0
99.9
3- 6' 78.1
90.0
4' V 68.3
86.9
4 5' 60.7
77.3
S, v 54.7
69.5
S. Is. 49.7
63.2
6. 0. 4S.5
58.0
10' B"
3* el
86.S
99.6
3. Is. 74.2
99.9
4' G' 64.9
82.6
4' 6" 57.7
73.4
S, 9. 51.9
66.1
S. 6. 47.2
60.1
61 e" 43.3
$5.1
U' G'
31 el
$2.4
90.0
31 Go 70.6
09.9
4' 6' 61.8
78.7
4' 6' $4.9
69.9
S. 0. 49.4
62,9
-V-6-�'- 45.0
:2
G. 0. 41.2
52.4
11 9'
31 r
78.7
99.0
31 61 67.4
as.$
4' 9" $9.0
76.1
4' G* 52.4
66.7
51 v 47.2
69.1
51 61 42.9
54.6
61 v 39.3
59.1
114 S'
3- 9'
75.2
we. _8
3- G' 64.5
02.2
4' V S6.4
71.8
4- S' 59.2
63.8
5. o. 45:2
57.S
S. 5. T32.2
6. . 9. 28.8
6' 10' 37.6
47.9
FOREE SHEETS 7.AND 8
FASTENER DETAILS
:2) TYPE A or C ANCHMIS
ANCHUR CA {SINGLE -SIMV
I+ffillion
,VtMaximm P P S$urqtj�r,",
gay ow
Anchor Type
A
32- G'
a. e.
72.1
90.0
F�G ---61.8
78.7
4' W 54.1
68.8
4- G' 48.1
61.2
5. 9. 43.3
55.1
51 IV 39.3
59.1
61 9" 36.1
45.9
12, 6.
3. 0.
69.2
88.1
3. 6. 59.3
75.S
4' 0" 51.9
66.1
--
T 46.2
S8.7
S, 0. 41.S
52.9
S, 6. 37.8
48.1
6. so 34.6
44.0
13' V
3. 0.
66.6
84.7
31 6" S7.1
72.6
4- 0' 49.9
63.5
4' 6" 44.4
56.5
S. 0. 39.9
59.8
51 G" 36.3
46.2
61 9" 33.3
42.4
13- 6-
3. 9'
"a
81.6
3' 6- 54.9
69.9
4' r 48.1
61.2
4' 6" 42.7
54.4
S, w 38.5
48.0
S. 6. 35.0
44.S
61 Ir 32.1
49.8
24' 9"
,3. 0.
61.8
78.7
3' 6" 53.9
67.4
4' ir 46.4
52.9
4' V 42.2
52.4
S. 0. 37.1_
47.2
S' 6- 33.7
42.9
6' W 39.9
39.3
14- 6-
31 el
59.7
75.9
31 s" 51.2
65.1
4- F- 44.8
57.0
4' S' 39.8
S9.6
S. o. 35.8
45.6
W 6. 32.6 1
41.4
G. 9. 29.9 1
39.0
is- r
31 0.
57.7 1
73.4
3* G" 49.4
62.9
4' 9' 43.3
S5.1
-47 60- 38.5
48.9
5. a. 34.6
1
44.9
5. S. 31'5
40.0
6. . 9. 28.8
36.7
INSTALLATION ANCHOR TYPES
(REDUCED EDGE DISTANCE)
TYPE A: vir o Him Km4mT m
2-1/2` 11M. 1514BEIVIEW lNTQ SOUTRATE
3- M. DISTANCE FM SUBSTRATE ON rfi DIRECTION OF10DIM
7-11r M. CENTER-T04:0M DISTANCE OEYWM ANCIMS •
TYPE c: i/r o Pawas www4w
4" nu. asimmi mm stwTPATE
3- MM. DISTANCE FROM URISTRAT9 EIM IN DIREMMI OF I==
6" MR. CEMR-70-CENTER DISTANCE OETWM AWRIMS 0 1
KM. 3' Cf U-70-COTIM DISTANCE
1" 2 1 MRJJ= SPACM or DAY WIM
ISEE SHEETS 7 AND 8
FOR FASTENER DETAILS
(2) TYPE A or
AWJ6
(2) TYPE A or
. . Aurwm
ANCHOR
�h
4aw4
Spens.
--,ilid
". , w
•A
maxim" Pressure
Anchor Type
a. S.
3' i8p90.0
98.0
".8
3' 6' 90.0
90.0
4' V 90.0
90.0
4- G' 90.9
90.9
51 o, 81.4
99.9
51 61 74.0
99.9
6. 0. 67.9
86.4
9. 9.
3. ir
99.9
99.9
3. 6. 90.9
99.0
4* W 99.9
90.9
4# 6' 85.5
90.0
S. 8. 76.9
99.9
S, 61 69.9
$9.9
S. 6. 64.1
81.6
9' 6-
3' W
99.9
99.0
3- tr 99.9
90.0
4' W 99.0
9e.0
4* W 81.9
90.9
S, 9. 72.9
99.0
S' 6' 66.2
84.3
6- 0' 60.7
77.3
le, w
3''9"
We
Me
-
3' 6- 98.9
90.0
4. 0' 6.5
-90.0
4' 6- 76.9
'90.9
S. 9. 69.2
.08.1
S' 6* 62.9
89.1
6. 0. 57.7
73.4
10. 6.
3' W
90.9
99.6
V r 90b8
99.9
4' fr 92.4
99.9
4- Ir 73.3
99.9
S, W 65.9
83.9
15, 6* 59.9
76.3
6' So 54.9
69.9
il. 9.
3' Ir
99.0
99.9
$9.9
Me
4$ 0' 79.7
90.9
4' 6' 69.9
89.0
S. 9. 62.9
88.1
S, 6. 57.2
72.0
6. 9. S2.4
66.7
SS' V
31 01
90.990.0
90.9
3' 6' Me
99.0
4' S' 7S.2
99.0
4' C 66.9
-95.1
S.76.6
S8.7
S' i4-:; -1-69.6
53.4
fi. 5e.2
1 63.8
DOUBLE SPAN
T1lisE A. 9, C or D ANCH04S
AM AMM (El -2295)
OR W/L AMCHOR (E1 -1M).
(2) TYPE A, 9, C or 0 ANS
Ai CHOR CAPAWY (DOUBLE
Ins" a. ssm
ftxian Prauum fir,
Anchor Type
A. C'.
12. 0.
3* 0'
98.0
90.0
31 v $2.4
".0
4- 0' 72.1
We
4- S' 64.1
81.6
S, o. 57.7
73.4
6. 52.4
66.7
v 48.1
61.2
W 6'
B' I
- 99.0
99.0
31 G* 79.1
90.0
4' 9- 69.2
89.1
4' 6' 61.5
78.3
S. 0. SS.4
70.5
S. 6. S9-3
64.1
6. 0. 46.2
50.7
13, 9.
31 0*
88.8
90.9
3' 6- 76.1
90.0
4' 9* 66.6
84.7
4- Ir S9.2
75.3
S. 9. 51.3
67.8
S, 6. 48.4
61.6
6. a. 44.4
56.S
23, w
3. 9.
85.S
98.0
3. S. 73.3
90.0
4' 0' 64.1
81.6
4- 6' 57.9
72-.5
51 w S1.3
65.3
S, 61 46.6
59.3
6' 0* 42.7
S4.4
14' 9'
3. 0.
82.4
90.0
3' 6- 70.6
89.9
4- 9- 62.8
ft. 7
4- 6' 54.9
69.9
S' 9" 49.4
62.9
51 6" 45.0
57.2
B" 41.2
52.4
14' 6-
3' e-
79.6
Ma
31 v 68.2
86.8
4' W 59.7
75.9
4' 6- 53.0
67.5
S. 0. 47.7
69.0
S. 6. 43-4
55.2
39.8
50.6
SS' V
3- 9'
76.9
90.9
3- 6- 65.9
93.9
4' 8' S7.7
73.4
4- 6- S1.3
6S.3
S. 8. 46.2
S8.7
42.9
53.4
G' 6- 1 38.5
49.9
VKK AP APERTCOL X
7680 7W BLWFS,
sum lw
AUSTEIL, GA MW
LRMTW��
AS NOTED
sma 15 w 17
Ins" a. ssm
*so:**
0
•
ag •
Gn a. awwwasre
00 90
ml,
•"oot. •
• 0 0 : 0 •
(0) 457 -704 -MG
weawom-, TW
LRMTW��
AS NOTED
sma 15 w 17
Ins" a. ssm
•
•
LRMTW��
AS NOTED
sma 15 w 17
I
t�LASS CAPACITY
NOTES ,
L CHART VALUES PROVIDE h4AXWJM DESIGN PREiStJRESACCORDINGTDASfM
=2 L:oR GIVEN GLASS 01N1ENSitiNS'a' AND V (a z b).
2. NQT EXGE>wD MULUDN SPAN LENGTH SELECTED IN PLTESSURE CHARTS FOR
KILUQN CAPACITY.
1/2" AIR SPACE 114" HEAT STREhXiTf GlIISS
0.09$"
$
ENiLTYGLAS PLUS
114" TEMPERED ERGLASS �f_ 1/4. HEAT STREP GLASS
EXTER)m
SPACER:
15/16" M. Q 0 1/2• air space with an aluminum box spacer
GLASS BITE TYP. around I to perlmieter of the glass
5 PitT7AARlf7K,
:
Type PTufactured by ADM
SitO18IA
Typa.GEB i G€o part) silicone
10' manufa w ad GE
GLASS 'TYPE 'A' (DRY GLAZLTI}
1-S/16" Ljzftal Thickness
1/2" AIR SPACE
1/4" TEKPERED GLASS
EXTERIOR
15126- M.
GLASS RITE TYP. F
1/4" HEAT STRENGTHENED GLASS
- 8.090- SEIVTRYGLAS PLUS
IMRLAYER BY DLLPONT
- 1/4• HEAT STRENS NED GLASS
\ /^ DOW SING 895
�( STRUCTURAL SILICDXE
/ \ SEALANT
GLASS TYPE W : (WET GLAZER)
1-S1W Nominal Thickness
1/2• AIR SPACE
1/4" TEMPERED GLASS --t
EXTERM
WIG" MUM.
GLASS BITE TYP.
1/4" HEAT STRENG'THMED GLASS
- 8.075" VANCEVA INTERLAYER BY
SOLUTIA
1/4" TEAT STRUMMED GLASS
DOW CORNING 995
STRUCTURAL SILICUE
!/ \\ SEALANT
GLASS TYPE 'C' : (WET GLAZED)
1-5/16" Nominal Th ckness
DLO
Width,
" :: t .>
:.DLQ'o
tw4ots
maxiau Pressure
(psf) . `• ;'
for Glazing Type;
A,B&C<:
o
98,6
66•
55"
90.8
�2•
90.0
78"
90.8
�•
98.9
90.0
9G"
9G•
90.0
102"
90.6
195"
90.8
314•
98.0
iw
".a
36"
G0"
98.0 :..
66"
90.0
72`
90.0
78"
90.0
L)4"
s®.e
99-
90.8
9G•
98.8
Im.
88.0
108"
90.0
114"
98.8 '
120"
90.0
42^
fir
90.0
GG"
90.0
7i"
90.8
76-
_.. 98.0
84"
98.8
98"
98.0
96.
90.0
102"
90.0
1K"
90.0
114"
90.0
120"
90.0
48"
60`
90.0
GG`
90.0
7z•
90.0
75"
90.0
84•
90.0
90•
90.0
96'
90.0
102'
90.0
108•
90.0
114."
98.8
120'
99.0
PANEL DIMENSIONS
Va'klbl
OLD
Width,
.b.
Lxi Pressure
OLO (psf)
Height, "far Glazing Type
•`a s,8 R C..
54"
o
98,6
66•
99.0
72•
98.0
7$"
80.0_
84•
90.8
99"
90.0
9G"
90.0
Y02"
90.0
18$•
90.0
214"
128"
98.0
68"
s+a•
�.e
G6•
98.0
71r"
90.0
84"
90.0
98"
98.8
96•
90.0
YCtt AP ATML:A XW
7488 Tido 9LUFVS,
SUITE 108
AUSTELL, Cil M60
YK 300 06
. YAtL SY967EA�.
•
It.
•
AV.
AS NOTED
mnemes Tan¢
GLAZING
DETAILS AM
GLASS CAPACITY
CMARTS
sir 16 op 17
a
11
Florida, Building Code Online
Page 1 of 2
�I
SCIS Home I Log InM 1 User Registration Hot Topics Submit Surcharge I Stats & Fads Publications ' FBC Stag BCIS Site Map Links Search
BgneBus`n %s
)
oduct Approval
Q),pr&:
I
(" JI
Publicuser
Regulabon
Product Apmmral Mom > > Aooacation List > Application Dull
hm
FL
FL13321-R6
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
0000
Product Manufacturer
YKK AP America•
• •
• •
0000
••00 •
Address/Phone/Emall
1229 Hwy 441 Bypass
• •
• •
••
•
Dublin, GA 31021
0•
000••
• .9:
•• •
•
0000••
(478) 277-2549
•
chrismoody@ykk-api.com
00000,10
•
• •
0000••
0000
• •
• •
• •
0000••
Authorized Signature
David Oliver
• • • •
•
00000
davidoliver@ykk-apl.com•
0000••
• •••
•
0 000•
•• ••
•• •
0000••
Technical Representative
Chris Moody
• • • • • •
•
• •
Address/Phone/Emall
332 Flretower Rd
i • i
Dublin, GA 31021
•
:41009:9
• • • • i •
(478) 277-2549
• •
• • • • • •
•
• •
chrismoodyOykk-api.com
• • •
00000 •
00
•
0000
Quality Assurance Representative
Greg Huitqulst
Address/Phone/Email
332 Flretower Road
Dublin, GA 31021
(478) 277-2515
greghultquist@ykk-api.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect: or a Lkensed Florida
Professional Engineer
91 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Scott Wolters, PE
Evaluation Report
Florida License PE -62354
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2014
Validated By Shawn G. Collins, PE
W Validation Checklist - Hardcopy Received
Certificate of Independence Fr 13321 R6 COI 35H Certificate of Independence.
Referenced Standard and Year (of Standard) Standard Veer
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquFsbTbi%2b3jRck6dH... 5/7/2014
Florida, Building Code Online
Product Approval Method Method 1 Option D
+
Data Submitted 02/22/2013
Data Validated 02/25/2013
Date Pending FBC Approval 02/28/2013
Date Approved 04/09/2013
Page 2 of 2
Summary of Products
• • • • •
•
•
•
• • • • •
PL # Model, Number or Nama
Description
•
13321.1 135H Doors
35H Doors with additional hardware
• •
••••
LImRs of Use
Inetallatlon Instrued Ions
• •
• ••• •••••
Approved for use In HVHZ: Yes
FL33321_R6 II FL33321.1 - 35H -Additional Hardware
drawings,
Verified By: Scott Wolters, PE PE#62354
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1
Approved for use outside HVHZ.• Yes
Impact Resistant: Yes
Created by Independent Third Party: Yes
Under Florida law, email addresses are public records. If you do not want your e -mall address released in response to a pu rraam� quest, A not send electronic • •
Design Pressure: +70/-90
Evaluation Reports
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department an ema 1 address
Other: See installation drawings for applicable anchors and glass types.
FL13321 R6 AE 35H Door Tremor Gasket Reogrt.od
please provide the Department with an email address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please
dick MM.
FL13321 R6 AE FL13321.1 - 35H Additional Hdware
eval.odP
Created by Independent Third Pa : Yes
13321.2 135H Doors
35H Doors for Insulating Glass
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL13321 R6 II FL13321.2 - 35H Insulating drawinas.gdf•
• •
Approved for use outside HVHZ: Yes
Verified By: Scott Wolters 62354
• •
Resistant: Y
Impact Res es
reg y
Created b Independent Third Parts e: Y •
ease
Design Pressure: +90/-90
Evaluation Reports •
Other: Sae Installation Instructions for applicable anchors and glass
FI ±3321 R6 AE 3SH Doer Tr m- Met " Reort,odf•
• : •:
types
FL13321 R6 AE FL13321.2 - 35Hir�Natl!vevai.gdf
• • •
Created b Inde ndentThird Party: Yell,
http://floridabuilding-org/pr/pr app dtl.aspx?param=wGEVXQwtDquFsbTbig/o2b3jRck6dH... 5/7/2014
•
sees
••••••
• •
••••
••••%
• •••••
••••••
• •
• ••• •••••
• •
• • •
as ••
•• • ••••••
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1
• •
The State of Florida M an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: Privacy Statement :: AccesalbIlty Staterrllint
•
:: • • • • • •
SRefu "
Under Florida law, email addresses are public records. If you do not want your e -mall address released in response to a pu rraam� quest, A not send electronic • •
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact BS . 'Pursuant
to ^, tiprL455.275 • • • •
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department an ema 1 address
If thea— RRaavvee one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to suppdll; V,Wonal address,
please provide the Department with an email address which can be made available to the public. To determine M you are a licensee under Chapter 455, F.S., please
dick MM.
Product Approval Aecepte
MR:Bt
a
http://floridabuilding-org/pr/pr app dtl.aspx?param=wGEVXQwtDquFsbTbig/o2b3jRck6dH... 5/7/2014
a f. .
WOLTER.S ENGINEERING
• I ENGINEERING, DRAFTING, CONSULTING
5358 SW Terrace
Ft Iauderd* FL 33312
PhIFX (954) 821— 5828
PRODUCT QVALUATIQN
PRODUCT:
YKK 35H MEDIUM STILE STOREFRONT DOORS — INSULATING GLASS
MANUFACTURER:
YKK AP AMERICA, INC.
. .
....
......
' :
•
332 FIRETOWER ROAD • •'
....
.
DUBLIN, GA 31021 ......
• •
.. .
•
......
....
.
.....
To all concerned,
.0.00•
6 6.6
00600
so so as •
The YKK 35H Medium Stile Storefront door with insulating glass is an aluminum cW gt*s door orpair of • • •' •
doors set in an aluminum storefront frame, with or without a glass transom. The doors ha;a b* tes t fd.FbridB•'"
Building Code protocols TAS 201, TAS 202, and TAS 203 by Hurricane Test Lab, with resgltrftwn in totrpport •:
G231-0103-11, Specimens 1A 1C, 2A-28, 3, 4A-46, 5A-513, and 6-6A. The doors were tested with op#WWI V
curtainwall sub -frames Per HTL report# 02314117-03, Specimen 2.
I have reviewed this submittal per the requirements of Product Approval Rule 9N-3. Based on the
limitations listed below and also those provided in the test reports, drawings, and calculations attached, this product
meets all the requirements of the 2010 Florida Building Code generally, and chapters 10, 11,16, and 24
specifically, including the HVHZ provisions.
Limitations
Maximum frame size:
Maximum design pressure:
Maximum door open:
Maximum glass size.
Maximum frame size:
Maximum design Pressure:
Maximum door opening:
Maximum glass size:
1810 x 120'
+1--70 psf
WxW
38 7116" x 83112'
101" X 98112°
+1- 90 psf
x 96"
387116' x83112"
H
Doors with VW Cu tainwall Sub -Frames:
Maximum frame size:
Maximum design pressure:
Maximum door opening:
Maximum glass size:
a
73 1/2 x 96 314"
+70, -90 psf
77 x 96'
26 7/16" x 83112
A/R MS1880 or MS2180 5 DA. Lock:
_ Maximum door opening: w x 96"
Maximum design pressure: +1 90 psi
iRMS 1850 Single Point L4 (acWe) with Flushbolts Cmactiuel;
Maximum door opening: 84" x 96'
Maximum design pressure: +!- 50 psf • • • •
0000
0000..
0000
0000..
Concealed Vertical Rod Pante: •
D_ r-0 Matic 1690, or 2390:
Sargent 8400:
Maximum door opening: w x 96"
Maximum design pressure: +90 / -90 psf
Dor-O-Matic 1490:.
Maximum door ming: w x w
Maximum design pressure: +60 / -60 psf
Von Dugn 98/99:
Maximum door opening: 84° x 96
Maximum design pressure: 50 psf
(Removable Mullion Required)
Somegnt I,
Corbin Ruggdn D400
Yale O,
Maximum door opening: wxw
Maximum design pressure: 60 psf
,i.e Mullit Required)
.se.
0000
0000..
0000
.. .
0.000.
0000..
0000..
a....
. 000
00000
0 .
.. .
sae...
0000..
.0000.
0000..
ease
....
Glass Typed and Gaskets:
Lame and Small Missile Glass:
15116" Laminated with 0.09..(r Sentiyglas Plus
Maximum design pressure: +!- 70 psf
(Transoms only)
V Laminated with O.090' Sentryglas Plus
(Wet or Ory Glazed)
V Laminated with 0.075" Solutia Vanceyj Storm
Maximum design pressure: +/- 90 psf
1" Laminated with O.090° Dust Butacite PB
V Laminated with O -W Solutia Saflex PVB
Maximum frame width: 890 -
Maximum design pressure: +/- 60 psf
0000..
Small Missile Only: '
1" Laminated with 0.036° Sentryglas Plus
I" Laminated with 0.060" Dupont Sutacite PVB
1" Laminated with O.0W Solutia Satiex PVB
Maximum design pressure: +!• 90 psf
(All Small Missile Only types are Wet or Dry Glazed)
Glazing Gaskets
0 .
0000..
0000
0000
YKK part numbers E2-0083, 84, 85, and 88, supplied by Tremc o, as tested by ARDL,
Excel Polymers, and PolyOne (see Gasket information data from Tremco with letter dated
July 6, 2010). See 35H Door Installation Instructions drawings for locations and glass
Wes where the referenced gaskets may be used.
0000..
0000..
0..0.0
0 0
.....
0000.
0000..
0000..
......
sees
.
0000
..
0 000
..
000064
00 0
0000..
0000
0 0
0.00 .0
000.
0
00.00•
. .00
.. ..
.. .
0000..
Small Missile Only: '
1" Laminated with 0.036° Sentryglas Plus
I" Laminated with 0.060" Dupont Sutacite PVB
1" Laminated with O.0W Solutia Satiex PVB
Maximum design pressure: +!• 90 psf
(All Small Missile Only types are Wet or Dry Glazed)
Glazing Gaskets
0 .
0000..
0000
0000
YKK part numbers E2-0083, 84, 85, and 88, supplied by Tremc o, as tested by ARDL,
Excel Polymers, and PolyOne (see Gasket information data from Tremco with letter dated
July 6, 2010). See 35H Door Installation Instructions drawings for locations and glass
Wes where the referenced gaskets may be used.
0000..
0000..
0..0.0
0 0
.....
0000.
0000..
0000..
......
' Hager B81191 Butt Hinge L4 R@r ieail
"nney TA2714 Butt Him 4 ptr l
Hager Roton 780-226HD Continuous Hinge
Select SL27 HD Continuous Hinge
Rixon 1801M=19!147 Uffset Pivots
Maximum door opening:
96"x 96°
Maximum design pressure:
+f 90 psi
HW Butt Him 661191 Q per leaf)
MtlGinnev TA2714 Butt Hinge Q per leaf!
Maximum door opening:
72° x 90"
Maximum design pressure:
+!- 90 psf
000000
. .00000000..
..
0000
0000..
.
0000..
0000
.
.....•
Water Resistant Threshold:
••••
""'
�.....
6
0000
*see .
00009
0000 .. 000000
The YKK 35H Medium Stile Storefront Door with Insulated Glass4semoved where water 6'
resistance is required using the water resistant threshold (Pari
X I*
0009:0
Maximum design pressure:
+70 / -90 psf
: 0 0
0
0
:
.060:0000
• •
0 0 0 0
If you have any quests or need more information concerning this approval please contact me.
Thank you,
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