HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INFO MUST BE COMPLETE R APPLICATION TO BE ACCEPTED
NNED
Date: I I' eLI ' Iq ABY Permit Number:
St. Lucie County
1 _
kt
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential xxxxxxx
PERMIT APPLICATION FOR: Window/door
1"
P,,RQ,PS_,ED�IMPROV,,EMENTtC vATION.O
Address: 613 Coconut Ave N Port St Lucie FL 34952
Legal Description: RIVER PARK -UNIT 2- BLK 1 LOT 37
Property Tax ID #: 3419-510-0037-000-9
Site Plan Name: Simone Windows
Project Name: Simone Windows
Setbacks Front Back:
Right Side:
Replace 2 windows A,;.A
�HVAC Gas Tank ❑Gas Piping
Electric Plumbing Sprinklers
Total Sq. Ft of Construction: _
Cost of Construction: $ 1500.00
Lot No. _
Block No.
Left Side:
Shutters a Windows/Doors
Generator D Roof
S Ft. of First Floor: _
Utilities:cnSewer 0Septic
Building Height:
OWNER/LESSEE ;> w ;'r t
_.
CONTRACTOR
Name Debra Simone
Name: Dan Beckner
Address: 613 Coconut Ave N
Company: Paradise Exteriors
City: Port St Lucie State: FL
Zip Code: 34952 Fax:
Phone No.
Address: 2118 Corporate Drive
City: Boynton Beach State: FL
Zip Code: 33426 Fax: 866-721-5332
Phone No. 561-732-0300
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: rnrl Ico tilpylorS t1 C ,rnQ',1 pc+�
_Vo
State or County License: SCC131150472
If value of construction is $2500 or more, a RECORDED Notice of Commencement is required.
StJJMEI� AL CONSTRU�Cf10[V LIEN L11U INEORMATIQNz�
DESIGNER/ENGINEER:
Name:
_ Not Applicable
MORTGAGE COMPANY:
Name:
_ Not Applicable
Address:
Address:
City:
Zip: Phone:
State:
City:
Zip: Phone:
State:
FEE SIMPLE TITLE HOLDER:
Name:
_ Not Applicable
BONDING COMPANY:
Name:
_Not Applicable
Address:
Address:
City:
City:
Zip: Phone:
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work orrecordine your Notice of Commencement.
Lessee
Signature of
er
STATE OF FLORIDA STATE OF FL - IDA
COUNTY OF Sf LLtcrC COUNTY OF s�LLf
The forgoing instrument was acknowledged before me
this // day of /✓'a V . 20 14 by
1 L .51�611tlr✓
(Name of person acknowledging )
(Signature of Notary Public- State of Florida )
Personally Known OR Produced Identification
Type of Identification Produced
Commission No.
Revised 07/15/201
The forgoing instrument was acknowledged before me
thisALdayof U0iI10A,4—zZ-,20il by
` WIJI) —6ECL.
(Name of person acknowledging )
(Si ature o ary Public- tat rida )
Personally Known N OR Produced Identification
Type of Identification Prgd,�ced �.., _ _ _
Nota�$Q.d111. Btata at Florida Commission No.
James Howell
_,.,m'-ciao eE1�2681
A--LII((JJ V. MOBLEY
Nolar)c - State of Florida
My comm. Expires Feb 20, 2018
Bonded Through National
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
COMPLETE
INITIALS
NTIER aise
I O R S
SFPACr WA -ROWS AND DOORS
2118 Corporate Drive, Boynton Beach, FL 33426
Office 561-739-03M Fax 1-866-721.5332
State SDeclality L•ICenSO BS00131150472
I LaaDef aacuMieg ID Florida code aad =dard princes. Paradise cumoa will bma array aU;ob reLl[ed debdt Paradise ErMfte la Dot msp=Ne for
reaotieS o: mpUeag aoY Fanusma8s. orluDgiogs oo foredo: o: eEcio; walls. ODe yexl»me frre mrvim on wohpedomod All+�•,m�fd•^^-•wsrae;iev
provided Mcomapledw.
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TOTAL NUNWER OFDOORS ONTIBS ORDE& / STYLE COLOR
BUYER'S RIGHT TO CANCEL
BUYER MAY CANCELTHIS CONTRACT BYD-EUVERUNG WRRIIIJ
NOTICETO THESM I PR ANYTIME PFDORTO MIDNIGHT OFTHE
THIRD BUSINESS DAYAFTER THE DATE OFTMSTRANSACTIOR
BUYER MAY USETAS CONTRACTASTHAT Nancy BY WRmNG T
HERBYCANCEL'Ar = BOTTOM AND ADD'NG BUYER'S NAME
AND ADDRESS. THE NNE MUST BE OEU'VERED TO THE SELLER
ATTHE ADDRESS SHOWN ABOVE.
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HUYERFCNATURE DATE
DATE
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY
FILE k 4015927 OR SOT,` -592 PAGE 1505, Recorded 11/21/2014 ' L2:20 PM
V ✓/ hpTF.1t RCCO1tRING13ENM'TO: r —�
1'MMDNLMO9N: L yTn Spam b mmrntl for rrmNing into
NOTICE OF COiMMENC,EN[ENT J
'Il:e Imdenimled Ix7eb) given notice that ivano.plarul will be nrcic m een"M rani VnArsh, and m.inaul:nu'v lit, 0Lgnc1 -11
Florida Statutes the following inronnutiun is provided in the Notice of commencement.
].DESCRIPTION OF PROPERTY (legal description and 9rcet address) TAX FOLIO NUMBER 3419-510-0037-000-9
SUBDIVISIONRIVER PAREBLOCK 1 TRACT_IAT 37 BLDC UNIT 2
RIVER PAOQNIT 2- BLK 1 LOT 37
2. GENERAL DESCRIPTION OF IMPROVEMENT: Install 2 Windows
3. OWNER INFORMATION: e.Nome Debra Simone
b. Addma 613 Coconut Ave N. Port St Lucie. FL 34952 c. interest in property
d. Nome and.ddress of foe Simple tiUeholder (if other than owner) ` _
4.CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: P^'•^AP^ ! L.L.C.
-2118.CorporeleDrivc BDvntDn.Beach-EL13AM-Ehnne: s (-732_-o-Soe,
S. SURETY'S NAME ADDRESS AND PHONE NUMBER AND BONI) AMOUNT: _.__
6.LENDER'S NAME. ADDRESS AND PHONE. NUMBER: _
7. Persons Within the Smtc of Florida designated by 0"crupmt whom notices or odes documents may be served as provided M
Section 713.13(1)(a) 7., Florida Suate .
NAME, ADDRESS AND PHONE NUMBER: _
8.In addition to himself er herself, Owner dongrans the fallowing to reccive a copy of the Lienor's Notice ns provided in Section
713.13 (1 Xb), Florida Statue.:
NAME ADDRESS AND PRONE NUMBER;
9. Expiration date ofaotice of commencement (the expiration date is 1 year from the date of recording unless a diBbrznl dale is
specified) ,20_
\YARNING TO OWNEM ANY PAYMENTS MADE BY IBE OWNER AFTER TnE_EXPIRATION OFTBr WEICP_Or C'O.ki NIEN('EM I7N'I'
ARJSINSIMI:n 1II.IL'1{O,14:-PAYMFMt 1 NDER QIM'JJB 713 PAR' I' I\ISIION 713. 131 1 WRjD .IVr!Il S, 1�i1 p\V IUR"a
tN )'Ud a P,O INO Il\' cLlx It 1h11'$OU4t1 N'r3'1'll yovilt I'RoPINVI')'. ANIII IC1 OI[('O\1x11 N( 1.\II'.NI'.\P s. Iv.: N :('npiB l' \�U
iros`r `1L' Ttm MOB sn'1; iri:'FaaF rnr Fn�]LlNsao: "I'ON. it:oy_lrv'LSyl)-'iYLni'1S)rv.ptn,)Nr'LCO, (u�.d I'r w':'111 (i:re
Signatum ofOwncr ar Print Nam. and Proride Slgnatnry•s'f itle/OflH.
Owner's Authorized Of loor/Dircetor/Partner/Monoger
Statc of Florida
Caulayof St. Lucie
The foregoing imiurrmrnl was adarowledged bcfare me this // day of A/el/ , 20�.
(I'rintad lnnte nl lx7son siglline almvc) frNlvol':mlhnrill—l.g.
Ovms. 0111=. InLnsvnlnmey ul broil
For
(Name oftwrtl no lshulr al'wiam inannnnv u:n evcuutud) Porsounll) 4.mu1
or Pnnluall the liollo:au•. t P • III I
3-A)+g N de//
aa1 7
(Printed Name of Notary Public) (S' ntme orN.w, Public)
Under Penalties of Mjury, I declare that I have rood the foregoing and that the facts in it are We to the list of my knowledge and
belicf(ssn(ion 92.525, Florida Saltldex).
Sinnarme(s)ufo
Lr(.)or Owaer(O'Au1Lm'icd OOicer/Dlrectur/PartneriMannpervvho%i ncd ab)ve:
n., a„r:ro•n:=.s�a (Signore)
(Printed Name)
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THE
ORIGINAL.
J P 1 E. SMITH, ARK
e of OlD
Date: kinv 9 t snit °
q
I g 1= �m Debra Simone PARADISE EXTERIORS
613 Coconut Ave N "Building Our Quality Reputation
Port St Lucie, FL 34952 One Customer At A Time"
a "S=131150412
"Building Our Quality Reputation
One Customer At A Time"
SCC131150472
Property Information
Owner: Debra Simone
Address: 613 Coconut Ave N
Port St Lucie, FL 34952
Building Information
Wind Zone: 170 MPH.
Exposure Category: C
Minimum Building Dimension: 49 ft.
Mean Roof Height: 12 ft.
Risk Category: 11
Design
Pressure Calculations
Opening
Number
Location
Zone
Device
Width (in)
Device
Height (in)
Device
Elevation (ft)
Max Positive
Pressure (psf)
Max Negative lI
Pressure (pso _ J
1 Int
54
50 7
36.3
-39.5
2 Int
54
50 7
36.3
-39.5 J
Prepared in accordance with: ASCE7-10. Chapter 30. Wind Loads -Components and Cladding. Florida Building Code 2010 ed.
Page I of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft.
OPENING
LOCATION
NUMBER
(Location)
Corner Zone
or Interior
IS THIS A
WINDOW
OR DOOR
GLAZING
TYPE
PRODUCT
ACCEPTANCE
NUMBER
PRODUCT APPROVAL
APPROVED PRESSURE RATING
REQUIRED OPENING
DESIGN PRESSURE
MAXIMU
M
TESTED
SIZE
ROUGH
OPENING
DIMENSIONS
MULTIPLE
WINDOW
ARE
SHUTTERS
REQ YIN
(+) PSF
(-) PSF
N PSF
(-) PSF
MULLION
REQ LIONA
1
Int
Window
5/16"Lami
FL15699.1
70
70
36.3
-39.5
53x76
54x50
Yes
No
2
Int
Window
5/16"Lami
FL15699.1
70
70
36.3
-39.5
5306
54x50
Yes
No
9/11/2014
Florida Building Code Online
a 31
BCIS Home Log In User Registration YHot Tonics Submit Surcharge Stats & Facts
Business
Professional
�,
kw )
fiR.-
AMU
Publications FBC Staff BCIS Site Map Links Search
.') Product Approval
USER: Public User
Prndnrt Anoro a Man � P.Mmt or n„1-,0 .rh > A0101a9nn I "m > APPlication Detail
FL N FFL
9
Application Type
Code Version
Application Status d
ved by DBPR. Approvals by DBPR shall be reviewed and ratified by
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Window Systems Inc.
Address/Phone/Email W 44th Avenue
L 3447468-6922cws.cc t >,
Authorized Signature
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Cal Lady
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Keystone Certifications, Inc.
Referenced Standard and year (of Standard) Standard year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E 1300-04 2004
ASTM E 1996-09 2009
ASTM E1886-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
htlps://www.Horidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvutH8jlpVzpOUF%2bvTH11AVdmBQyCSHwFMHDdMX1 sgZQ%3d%3d 1/2
9/11/2014 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 06/18/2012
Date Validated 08/02/2012
Date Pending FBC Approval
l;reatea by Inaepencient Third Party: Yes
aack Next
Contact I1S:: 1940 Nerth Home, 4mnr Tallahaecwn R iJ aqq Phones: PCpgnl-19}4
The state of Florida is an AA/EEO employer. ramelaht 2007d01a <tara of Flo, tla :: Pnvary gtaromant :: Arrnc.bb I tv ctatnmanr :: Rrfimd 11nomml
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, Contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. `Pursuant to Section
455225(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide the Department with an email address If they have
one. The emoils provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Departmentwith an email address which can be made available to the public. To determine If you are a licensee under Chapter 4S5, F.S.,
please click here.
Product Approval Accepts:
- 0
, mritvnti totes
hltps://www.11oridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDgvutH8jlpVzpOUF%2bvTHi1 AVdmBQyCSHwFMHDdMXi sgZQ%3d%3d 212
Lucas A. 'Turner, P.E., MBA Evaluation Report 726
2080 Mauve Ter.
North Port, FL 34286
Ph.941-380-1574 June 13,2012
Product Description: Series 3700 Aluminum Single Hung Window, LM Impact, max. unit sizes of
�3 1/8" x 84" DP70 Oriel, 53 1/8" x 76" DP70 OX Equal Split, and 37" x 63" DP80 OX Equal Split
Manufacturer: Custom Window Systems, Inc. 1900 SW 44" Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 9N-3.005 (4). This product complies with the requirements of the Florida
13ui[ding Code including the High Velocity Hurricane Zone. The product testing standards performed are
outlined below.
Technical Documentation:
1) Approval drawing CWS-726, signed and sealed by Lucas A. Turner, P.E.
2) Test Reports NCTL-210-3795-1, AA, -2, -2A, -3, and -3A, from National Certified Testing
Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-
2008, ASTM E 1886-2002/2004/2005,and ASTM E 1996-2002/2004/2006/2009
3) Supplemental Calculations to support CWS-726, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-726.
Limitations of Use: This product:
• May be used up to sizes indicated above in Product Description, with glass types, design
pressures, and max. glass daylight sizes as shown in CWS-726
—� • is Large Missile Impact Resistant and does not require the use of shutters
—�� • May be used in the High Velocity Hurricane Zone
• Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01
• Requires 6063-T6 aluminum extrusions per CWS-726
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
�0� p1D R ....
No 5520 I
Off. /STATE 6F1.
XN
1�
O't YO N A u p```
A:z—
6/13/2012
Lucas A. Turner, P.E.
FL PE #58201
L
a
m
—481W GLASS DLO
-
-51 SIW SASH WIDTH
EQUAL SPLIT (53 1/8" X 76")
DESIGN PRESSURE RATING: N- 70 PSF
F--37- UNIT WIDTH--i
Lei
■.■
135 32' GLASS DLO —IX
—35 V2" SASH WIDTH—�\
EQUAL SPLIT (37" X 63")
DESIGN PRESSURE RATING, -I. 80 PSF
ALUMINUM IMPACT REQUIREMENT:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE, CURRENT EDITION
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: °O/X'.
4. DESIGN PRESSURE RATINGS (SHEET 3)
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM
E-1300.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST
PRESSURES AND GLASS TABLES ASTM E-1300.
5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL WIND LOAD DURATION
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEALANT USED AT ALL FRAME
JOINTS.
6. REFERENCE TEST REPORTS: NCTL-210-3795-I,.1A, .2,.2A: 3, -3A
9. SERIES / MODEL DESIGNATION SH-3700.
10. 1x OR a WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS
RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 =
FIXED SASH
12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS ..........
1
ANCHOR SCHEDULE B NOTES...............2
LUCAS A. TURNER, FL P.E 58201
- INITIAL RELEASE1611112012
DP CHARTS 8 GLAZING DETAIL.............3
SECTION VIEWS .......................................
EXTRUSIONSH e.O.M ..............................5
4
1pUI.U4A.1
"`�:ORE" 4
INSTALLATION DETAIL .... -................_.687
_"'CI
PROPRIETARY AND CONFICONFIDENTIALa01 2
TH= IN'ORMARON CONTAINED IN THIS DRAWING IS THE SOLE IROnRT" OF U-S-C
WINDOWS"STEMS. I.N4AM'REARODWTi0. Iry PA•T ASAWHIX Wff MT-1
WRITTEN PERMISS10%OF CUSTOM WINDOW SYS'EMS, INC .IS PROHIBITED.
ND 66201 11900 SW 44TH AVE.
A o OCALA, FLORIDA 34474
DTL
STATE OF "YS bOENERAL NOTES BE
._ :iVp "FRIES: 3700
1 OF7
SEE NOTE
A
SEE NOTE2 14
SEE NOTE 2
6' M 1212'�
MAX O.G.
O.C. — — — — —
— — — _ _ — — _ _ — — —
6' MA%
_2
-----
6'MAX.INSTALLATION
t tl2NOTES(TYR)
ANCHORS, SEE
oC19112•
INSTALLATION
MAXO.G.'NOTES(SYPEEJ—L
Tx—
INSTALLATION
`a
ANCHORS, SEE4-
NOTES (WP)
MAX O.C. 1
4• ,
8 B
J a'
�z
--- —
1615/16' X
i
ANCHOR LAYOUT
EOUAL SPLIT 37' X 63-
A
iNPU FRAME MASCWRY, WOOD OR METAL OPENING)
ANCHOR LAYOUT
EOUAL SPLIT sax 76'
ANCHOR LAYOUT
TIRO FRAME )MASONRY, WOOD OR METAL OPENINGI
ORIEL 53' X 84-
NOTES:
T AV"ME IMASOVW. WOOD OR METAL OPENING)
1. A) MASONRY, WOOD, OR METAL OPENING: INSTALL ONE ANCHOR AT EACH LOCATION, SILL ANCHOR LOCATIONS SAME AS HEAD.
2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114• FOR MASONRY OR WOOD, AND 118- FOR ALUMINUM. USE SHIMS WHERE SPACE GREATER THAN I/16-IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. 3gfi' DIA. ELCO ULTBACON FLAT MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF CHIT SHALL BE ACHIEVED IN
EITHER DIRECTION.
1,110 WOOD SCREW ANCHORS FLANGE INSTALLATION THROUGH FRAME) MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF I WS' INTO 2 BY WOOD
BUCK.
MINIMUM EDGE DISTANCE OF 718- SHALL BE ACHIEVED IN EITHER DIRECTION.
6. 910 SMS SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU META WALL THIC N'SS
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT
WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
e. INSTALLATION ANCHORS SHALL B E IN ACCORDANCE WITH ANCHOR MANUFACTURER S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL
LUCAS A. TURN ER, FL P.E. 58201 - INITIAL RELEASE 6/11/2012
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
H
9. INSTALLATION CAPACITI PRODUCTS HEREIN ARE BASED MATERIAL WITH THE FOLLOWING PROPERTIES.
A'r�. RE VA, •'•
GRAViFOR
)MUMS RGRN TB6TRATE
0. WOOD -MINIMUM SPECIFIC GRAVItt OF G=0.55 (SOUTHERN PINEORGREATER)
.....
�``P'N'•--gyp''•
-•GEE+S-'-.?N'
B.CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
P
1NNpOWS�p00RS
C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1(OR GREATER).
•
0. ALUMINUM - UTTHICK MIN.. 6063 TS MIN.
NP 5£201 1 1900 SW 44TH AVE.
E. STEEL - 119' THICK MIN.. 30 KSI MIN.
�A.=OCALA, FLORIDA 34474
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE
Y a TITLE
]V' ) p _. ANCHOR SCHEDULE&NOTES - LARGE MISSILE IMPACT
OF INSTALLATION SHALL BE DO\E BY OTHERS IN ACCORDANCE WITH THE CURRENT
5 ' STATE Or lam= -FRIES: DRAWN BY DATE'
3700 TEF OS/t A2012
VERSION OF THE FOLLOWNG REFERENCE DOCUMENTS: 6/122012
"L`• qf2�
'•("'•`
FMNAANA 100(FIN WINDOWS) FVArAAl1q 200(FLANGE WINDOWS). PflWflIETARY4NOCONFlpGTLL
O R'.T!.''V`P fOOE'_' GALE' DWG. NO.:
'•3 ALUM SINGLE HUNG NTS CW$-726
THE NFORMATRNUONTAINEDINTNISDRAWIVGll-HE SOLE�A�O==Rl OFCOSTOM
=MAAND.M.A 250(BO%WINDOWS: �MNAAMAANDMA 300(EXTERIOR DOORS). E
WADOW SYSTEMS, ING AN, REFRODXRO\ IA PAm OR AS A WHOLE WITHOUT T^E
Q.�
"IF',
IFFFC"at'1,lAA`9EV. LET T FR'.
WRI-TEN'ERMIWIM OF CWTOM WINDOW SYS,EY.S, rvC IS OEQ,IBITED.
SHEET
2 OF %
MODEL
PRESSURE (PSF)
SIZE
GLASS
GLASS
OX (EOUAI)
+80/-80
3]" x fi3'
A
A
O%(ORIEL)
+]O/-70
53' x 84'
A
B
5/16" OVERALL S116" OVERALL ]/16' OVERALL
118- ANNEALED 118" ANNEALED 3105 ANNEALED
09O DUPONT EVE! INTERLAYER 090 DUPONT PVB INTERLAYER .1116 DNNEALED INTERLAYER
3I16' ANNEALED
1R' ANNEALED 1/8' ANNEALED
34 PURFECT GLAZE"H' 4 PURFECTGLAZE'H" tW4'
T GLAZE"H'
10 OR SIKAFLE%552 ID OR SIKAFLE%552 36LEX 552
1 1 II t 314' GLASS BITE W4" GLASS BITE SS BITE
GLASS TYPE A - SASH GLASS TYPE A - FIXED GLASS TYPE B - FIXED
LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE 6/1112012
`1AtTTunbTgiFT'e
�`z?.;,CE kSF �'F�% N'IYDOWSS D0o0.5
N> 5S201 --1'1 % 1900 SW 44TH AVE.
E OCALA, FLORIDA 34474
A . E ITLE:
DP CHART/GLAZING -LARGE MISSILE IMPACT
1D% STl!E OF ERIES: SAWN Be DATE:
6/122012 o-' a.'2 ` 3700 TEF OS/172012
egoPPIETMv.0 CONRDENTtAL ��j lCi, •}UR1�:'V``�` ,OOEL' SCALE DWG NO.:
THE INFORMATION CON:NIN:D 11 TH150PAWING 15 THE SOLE PAOPGATY OF CUSTOM e;'$"'-"- a, ALUM SINGLE HUNG 1-1 CWS-726
WINDOWSVS-EMG INC.AN+++PRODUCTIONIN PART OR AS AW14OLEWITHOLIT THE A /ONI AVE\P
WRITTEN PERMS510401 TIS'O¢ WINDOW SYSTEMS. INC. IS PROHIBITED. w....11Ti R°V. LeiTER' SHEET: 3OF7
DESIGN MAX SASH FIXED
EXTERIOR INTERIOR
SECTION A -A
THE INFORMATION SPO IN[O INTHIS GNAWING PST'
PoN9oW SYSTEMS. INC. ANC REOROOOCTIDY IN
PERMISSION OFC'.5-OM WINDOW S S''MS
INTERIOR
EXTERIOR
SECTION B-B
NOTES'
1. ITEMS 14, 16, 18, 21, 22, 26, 827 ARE NOT SHOWN FOR CLARITY. ITEM 291E NOT USED
ON THIS PRODUCT.
LUCAS A. TURNER, FL P.E. 56201 1 - JINITIAL RELEASE 6/11/2012
�d`O I)REITv "",
-
N,, 5E201 '
40--. STATE GF -V
f-f-
6112=12
1,Tc- ��;. O
'� S
•OF CUSTOM
•..:��C.
AAAS/CNAL'
VITHOUT THE
ED
uuu
SW
J.H.— SECTION VIEWS- LARGE MISSILE IMPAGT
ERIES RANG' PATE
-3700 WTEF 06/17/2012'
111"— ALUM SINGLE HUNG I"--- NTS I"-- CWS-7261
<OF
F-.2 31a'--{
1"17
M""
S-1931
HEAD, FRAME
3
T�2,12"
t116'
2 S116' 2
1�
H-1946
MTG RAIL, SASH
alW16'
7 IFT.1 1/B'-i
t l2' 2
S-1932
SILL, FRAME
33 GLASS See Sheet 3 2 file
34 Purlect Glaze "H' or Sikafiex 552 lKenkelfbikal
35 P-5244 CIOSed Cell Pad, 1-1/2'xt-1/4-xXl6- Viscor —{ 1116'
36 S-1949 lGluirg Bead, (7/16' Glass) jKeymark lAluminum raj
ITEM 29 IS NOT USED ON THIS PRODUCT. 23116"
6
H-1934
MTG RAIL, FIXED
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6
13/16'
�ill
7 1/16'
7/8' a'
S-1935 S-1956
REINFORCEMENT LATCH, SILL
S-1939 S-1949
SIDE RAIL, SASH GLAZING BEAD, 7/16"
y8.,
tt
1/16'
�1fiM
2 5/9' E 3 13/16"I I116' 9/i I 1116'
8
''ASH CORNER FRAME CORNER FIXED MTG RAIL S-1933 H-1947 5-1954 5-1936
CONSTRUCTION CONSTRUCTION CONSTRUCTION JAMB, FRAME BOTTOM RAIL, SASH SASH STOP SCREEN ADAPTOR
LUCAS A. TURNER, FL P.E. 58201 - INITIALRELEASE 6/11/2012
,D
G.OZ.aLC E ng'f'GIP
' = _ HTNDo%S & DOORS
No 56201 -��il : 1900 SW 44TH AVE.
' . 2 OCALA. FLORIDA 34474
S-1941 VL ;C,= RLE' EXTRUSIONS/BOM- LARGE MISSILE IMPACT
GLAZING BEAD. 5/16" = D% STATE oA "•� SERIES, RnwN fir DAr6
'O T •A, -'3700 -TEF OS/17/2012
6/1212012 � q • ( .... :
ISMALLL:GIKT $EAM SEALANT PROPRIETARYANOCOAADEAmAL '�, F•'•..�Rt`q.••- MODEL SCALE: OWG. NC
USED A]ALLF LAME JOINTS TFE 1N'ORMA-10IX.11AINED w n4s DRAWING IS THE Suu IRO'ERl of c„srou 'gyp S/ '--gT���`` -ALUM SINGLE HUNG NTS 'CWS-726
WIN CAN INC. ANM REIROOUCTION IN ✓ARTOA AS A WHO.E WI-C-: THE /A/r ONA1- \� EV. LETTER. $MEET
W RP T'N PERMDSION O' CUSTOV WINDOW SYSTEMS ltC. IS PRO-TITEJ. ITU p��1`r1 5 OF 7
MIN. EDGE
IQ
EMERIOR FINISH
BY OTHERS
AI -ANT BEHIND
ANSE BY
3TALLER
SEALANT BEHIND
FLANGE BY INSTALLER
I BY WOOD BUCK BY
LIL4: MIN. EMBEDMENT
IAI
ICI
I t a' MIN. EMBEOMEM—
SEALANiBETWEENBUCK
ICI
AND OPENING BV OTHERS
_
••n
CONCRETHMASONRY—�
•
JINSTALLATION
CONCRETE/MASONRY
�BYOTHERS
BY OTHERS
P.
°
ANCHOR,
1 BY WOOD BUCK BY
1/4- DIA. MASONRY SCREW.
OTHERS. [Al
1`I/4•MAX
ICI
�IIIT
SHIM
2L2: MIN. EDGE GIST.
r[q
IBI
DI
EALANT BETWEEN BUCKNSTALLATIONANCHOR,
AND OPENING BV OTHERS
/4' DIA. MASONRY SCREW
EXTER
EXTERIOR IBI INTERIOR
14' MAX SHIM
EXTERIOR FINISH
^I�1
IBI
BY OTHERS
(
D r ° • D
It"p°D.
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1114: MIN. EMBEDMENT
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D
rp
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•
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-
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{-212'
MIN EDGE DIST
CONCRETE4NASONRY
Icl
BY OTHERS
q VERTICAL SECTION
6 FRAME (MASONRY)
THE I"
WINDOW E
WRITTEN
-Y-� Y
MAX SHIM
B HORIZONTAL SECTION
6 FRAME(MASONRY INTO IX BUCK)
1a 14 MAX SHIM
jam MIN. EMBEDMENT
INTERIOR ID!
�71F MIN EDGE DIST
EXTERIOR
AND
SEALANT BEHIND PERIMETER SEALANT
FLANGE BY INSTALLER ov lhlie Al I FG
C HORZONTAL SECTION
fi FRAMEI2X WOODBUCKI
NOTE: HEAD AND JAMB
SIMILAR FOR 2BV INSTALLATION.
SILL INSTALLATION SAME AS
SHOWN BELOW.
REFERENCE NOTES:
JAI SEE NOTE 1D, SHT I
IBI SEE NOTE 293. BHT 2
ICISEENOTE 4,SHT2
IDISEENOTE S,SHT2
LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE
6/11/2012
`A1NOREI 11,
,.• pp;DREW P
IYLNDOW5600URS
no 5E201 '•.H 1 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
TITLE: INSTALLATION DETAIL
THBY E- LARGOAT[i: LE IMPACT
/-{—
OV. BT A'E OF .: L•` SERIES: HAWNAWN BY DATE:
. F 3]00 TEF O511712012
DCONFlDFNIIAL 6/12/2012
T a•..
�� �(.'� OR1C•. \ MODEL
�'•�S'S'•..... ALUM SINGLE HUNG
CAIE: DWG. NO.:
NTS CWS-]26
ING IS THE SOLE PRO=ERTY OF CUSTOM
I IN PART OR AS AWHOLE WITHOUT THE
FaOA�.
1
REV. LETTER:
INC. IS PROHIBITED
�tONA I,ITP
SHEET: 6 OF 7
SYSTEMS.
D HORIZONTALSECTION
REFERENCE NOTES'
IA)SEENOTE 11,SHT1
I61 SEE NOTE 263, SHT 2
1C)SEENOTE 6,SHT2
IDISEENOTE 9,SHT2
IEI SEE NOTE 9. SHT 2
LUCAS A. TURNER, FL P.E. 58201 - INITIAL RELEASE 6/1112012
p,0REIv��'��
EHgt;n7.Vu000RS
56201 -:1) 1900 SW 44TH AVE.
a = OCALA, FLORIDA 34474
3 o ... h INST. DETAIL. METAL, LARGE MISSILE IMPACT
y '9:. :Z+�
`Z ' 0 •. STATE OF ERIES: 3700 HAWN Rr: TEF once
a
PROPNETARY ANOCONFlDEemAL 6/122012 4<C ••.0 O_R 1L; �'^�_` OOEL: GALE: OWO. NO.
TEE INFORMATION CONTAINED IN THIS DRAWING IS 'HE SOLE PROPERTI OT.US'OM I,s .. �1UAA ALUM SINGLE HUNG NTS
WINDOWSYST-cMS.INC. ANY REPRODUCTION INPART OR ASA WHOLE WITUOui T-E AAAY1iONA;ET\� REV. LETTEH: SHEET'
WAMEN PERVESIONOF CUSTOM. WINDOW SYSTEMS INC .ISPEOHI ITED.
M IM I®QADE
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
49P9 1 ?A 1 PTANCE ():VOA)
Lawson Industries.
8501 NW 90 Street
Medlev, FL 33166
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175.2474
T (786) 315-2590 F (786) 315-2599
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AFIJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Tube Mullion w/ anq w(o $teej Rginforcgnept- L.M.I.
--- - -- ...--- -•b. 1 —1.1. . _av ♦,a .v !u u4u11uvGyvlW I,W IJ 0IWOl31
through 10 of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer, signed and
sealed by Thomas J. Solos, P.E., bearing the Mi4mi-Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises and renews NOA d 10-0610.02 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
Nay 12-0127.07
Expiration Date: May 30, 2017
f
12 Approval Date: March 29, 2012
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 1 through 10
of 10, dated 04/27/10 with revision A dated 01/25/12, prepared by manufacturer,
signed and sealed by Thomas J. Soros, P.E.
B. TESTS
1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1714, dated 8/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.07)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed
and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.07)
3. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02, tested
per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted underNOA# 03-0225.07)
4. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90" span mullion and a 45" high fixed window
on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1383,
dated 2/13/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted underNOA# 02-0501.05)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.06)
pf
Manuct, Pcrez/"
Product Control Exatni er
NOA No. 12-0127.07
Expiration Date: May 30, 2017
Approval Date: March 29, 2012
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA# 03-0225.06)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 1/31/96, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA# 03-0225.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J.
Sotos, P.E.
2. Glazing complies with ASTM El300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012,
signed and sealed by Thomas J. Sotos, P.E.
{ 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by
Thomas J. Sotos, P.E.
G. OTHERS
1. Notice of Acceptance No. 10-0610.02, issued to Lawson Industries, Inc. for their
Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I., approved
on 10/06/10 and expiring on 05/30/12.
t
Manuel PcnZ, P.E.
Product Control ExMfiner
NOA No. 12-0127.07
Expiration Date: May 30; 2017
Approval Date: March 29, 2012
E-2
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
ANCHOR/CLIP
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
C §
HORIZONTAL MULLION
j
RECTANGULAR ALUMINUM TUBE MULLIONS m e
i
^ m
ISIN • M I I ION PROPERTIES ONLY e
O b
y
-
N p
^
+N
Raga
2 r ^
3 i
;
1. THIS PRODUCT HAS BEEN DESIG=EDL; " ^
e
y z {{
REOVIREMENIS OF THE FLORIDA BUILOInGEDITION
HI H V LO U I N N
N p
II
+ N
i
2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET ME m w t
C Z m
2 O 2 p
T
APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER 22 n
! 3 U o
3
INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
II
0. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS.
2
z N
_
3
INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED.
w _
v
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
ED KI S
3
LOADS TO THE STRUCTURE.
F ry
S. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAIL$, ANCHORS D
5
o i
EMBEDMENT TO BASE LMTERAL SHALL BE BEYOND WALL GROSSING OR STUCCO. Z
v j LL
�'
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
b a
). A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF N
IN, J
1 ;
WOOD ANCHORS ONLY. W
Q
'-
+
WT W2 WO
B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS,
THAT COME INTO CONTACT WITH OTHER OISSMIUR MATERIALS SHALL MEET (G'
1.1
j
MULLION SPAN
MULLION SPAN
THE REQUWEMENTS OF THE 2010 FLORIDA BLOG. CODE - SECTION 200311A. ly
�• a
j
¢
WIDTH (W) = W1 + 12 + W3
MULLION & CLIP NOTESI O
2
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET x
2 OF 10 FOR DETAILS AND NOTES.
ANCHOR/CLIP
ANCHOR/CLIP
• REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS _
HORIZONTAL MULLION
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
u
4 OF 10 FOR DETAILS AND NOTES.
N
• REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS r
e
a`�q
$
3
6. 7, 8; & 9 OF 10 FOR DETAILS AND NOTES. `
+ n'
REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 9
$
2
i
t
gp
ZI
r
Fa
11I
IFF 1
Ilk3
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Ay
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wl W2
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i j;Z N W
W
MULLION. SPAN
N •*\
<`
1'I1WURftLVISh'D'��•.�)0
Um Flnldn
FD Q•fq;
YJIDTH (W) = wl 2 w2
WIDTH (W) wt
a w2
as mplying whh Cl y •'..
.91 yd'i;
aclunii W
• ••
•pA
r�i0l�-01%ZPi
G inlion0.N&Y:a'tr2017 {'
j
11 1 I
TYPICAL MULLION ARRANGFMENTS
f
1°Mi nmeT+aaH 1
0
ANCHOR/CUP
GLAZING
PRODUCT
�
ANCHOR/CLIP HORIZONTAL MULLION
l
'
VERTICAL
VERTICAL
MULLION
MULLION
GLAZING
GLAZING
GLAZING
2
�¢
PRODUCT
PRODUCT
PRODUCT
ova,
3
ANCHOR/CLI
VERTICAL
MULLION
GLAZING
GLAZING
� <
PRODUCT
PRODUCT
Mai
s
ANCHOR/CLI
i.
GLAZING
PRODUCT
3
GLAZING
s
PRODUCT
GLAZING
PRODUCT
3
GLAZING
GLAZING
PRODUCT
PRODUCT
VERTICAL
F N
MULLION
ANCHOR/CLIP
.156
2X MULLION ClIP
6063-16
mmom
MIN.
ANGLE CLIP
6063-16
L 125
A(2�_T 91.7
f ��
- - dr 62 .125
base,' aseae F
a-000 32 1L .125J.WO1ID? ]-0W .115 I T-
2 % 4 TYPICAL 2Do0 4)32 2a62
CTn T4 WINDOW TRANS 2➢00
LtQN L L-L L I I I I II�
.TOO rI 102 LI➢00� .156J 102 � 1"1A00-I .156rLAAfi2+1 F1.062 1.1➢D F1A62 1128
2 X 6 1 X 4 1% 3 1% 3 1% 2 1 X 2
STD TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIO CUSTOM MuLl ION CUSTOM MULLION
MULLION 6063-TO 0063-M coo -To 600-W 6361
Ixx: 2.070 41 Ixx: 1.000 in: Ixx: 0.950 in! Ixx: 0.370 in Ixx: 0.330 in:
Sxx: 1.035 ink SON 0.667 ink Sxx: 0.633 ink Sxx: 0.370 ki° Sxx: 0.330 iA°
e.oe0
(FLANGE FRAME) (FlN fWWE) (GUNGE TRADE) (FIN FRAME) ({TRNCE FRAM♦?
—AND
tUDUTAR SHAPES9.000
iYP. WALL AlL
li Aurn . fi)si-76 ifi moDy 125
ttpICA
OL 31x0 PROONCi
L
Id00
r .125
1.000 �2A00
I- IdCO
123
➢d0 r
s000 .@5 GOOD 2000
—2.000 1
0
e0 .n60
-006
ji,�.
1 X 3 1 X 2
MULLIONS CONTAINING STE. TUSTO. TUB MU ION STD, TUBE M111 IAoN
TYPICAL GLAZING PRODUCTS [Li
e6o63-T6 60m—mIJ-ORIZONTAL OR VERTICAL2 X 4 Ixx: Ixx: 0.950 in: Izz: 0.330 In:
Sxx: Sxx: 0.63 y'1(AMUCTR mEng M p330 ink
SEE NINOOW OR DOOR APPROVN. FOR STD. TUBE MULLION STD. TUBE MULLION x IdylnB nM1 LM1C![U1Q0'
FASfCNENS SIZES M'D SPACIN^u 6063-I6 6p63-i6 1Acaptm�xN �n"x •L 07.,
Ixx: 8.280 in: Ixx: 2.980 in. expimion [2 �GdpT,y(L(t{ErJL'6
Sxz: 2.760 ink Sxz: 1.490 ink 1.A... BI1 N,
CLIP LENGTH
HULL
"L"
1 X 2
1.688'
1 % 3
2.688,
1 X 4
3.688'
2 X <
3.688'
1. AL CLIPS AND ANGLES ARE
SNUG INTO TUBE VULLIONS.
2. WHERE ANGLES ARE NOT FIT
INSTRUCTIONS:
USE CHARTS AND DIVANS AS FOLLOWS.
STEP 1 DETERMINE DEVON IUDQ REQUIRE) FOR PARIICUWi OPENING.
STEP 2 USE APPROVE) GUUx.^, PRODUCTS VFETm9 ABOVE LOAD
R-WwEMENTS.
STEP 3 USE CCNNEMION TO VULUON AS PER PRODUCT
APPRONAL.
STEP 44 sPEc IFr WfIMw SHIM
sPAnuC.
STEP USING CWATS ON SHEET 3 OF 10 SELECT MULLION SIZE
PHN OESTGN MnnC MORE RUN DESIGN Lw0 SPECIFIED
IV STEP 1 PROVE
uIPPC A%C,OR TYPES ON SHEET 5 THRU 9 AND ANCHOR CXA
STEP fi ON SHE 9, SELECT MC/C0. TYPE wIN OESICx W.iWt
MORE THAN WE OLSON LMDS SAMPTEO IN STEP I QOVE.
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI—DAOE
COUNTY APPROVED IMPACT AND NON —IMPACT PRODUCTS.
NOTES:
1. REFER TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFER TO SHEET T OF 10 FOR TYPICAL MULUON
ARRANGEMENTS OR STACK CONFIGURATIONS.
0
38.318"
76.9
150.0
150.0
150.0
150.0
48
74-114"
30.6
66.6
150.0
48
120"
6A S!
137.8
150.0
150.0
150.0
64
27.2
59.2
MO
54
61.5
123.9
150.0
i50D
750.0
60
24.4
53.3
144.2
60150.0
112a
150.0
1K0
66
1
7032
150.0
7500
150.0
72
20.4
44.4
176.7
720.2
7247.3
95.3
150.0
1500
1500
78
166
410
110.97889.3
150.0
160.0
150.0
150.0
to
56.3
122.8
150.0
18
160.0
150.0
1500
150.0
24
42.2
92.0
150.0
24
I., 1 21.1 1 46.0 1 66.2 L40.8 11�48� 132"
57" 1 23.5 1 67.5 1 114.7 1 150.0--L 1500 11® 96" _ 1 30.6 1 443 f 107.9 II 48 1 144"
wla naU 36
42 19.9 57.2 107.3 150.0 750.0 42 - 24.7 35.6 97.4 42
48 63" 17.4 50.0 H3.9 135.1 1500 48 708" 21.6 31.1 85.2 46 150"
64 15.4 44.5 63.4 120.1 150.0 69 - 19.2 27.7 75.7 64
60 40.0 75.1 108.7 150.0 60 - 17.3 24.9 fi84 66
CIAZING
PROS OCT Ill Eg'D
PRODUCT
HORQOMPL MULLION
-61A INL
PRODUCT
;
GUZINL
LU21NG
3
PROOVCi
PROOVR
TYPICAL MULLION ARRANGEMENT5
ARCHES TO BE INSCRIBED
INSIDE RCCTANODUR SHhPE
N T
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
WIDTH (W) = WI + w2
AN 1 2
! 1X2
TUBE
tX3
MULLIONS
iX4
2X4
2X6
19.3
42.1
60.5
150.0
-
31.5
45.4
126.2
25.2
363
100.9
21.0
30.3
84.1
18.0
25.9
72.1
_ 15.8
22.7
4 63.1
26.2
56.1
18.2
50.5
-
-
16.5
45.9
16.1
42.1
36.8
-
-
31.6
45.5
126.4
-
-
23.7
34.1
94.8
19.0
27.3
75.8
15.8
22.7
63.2
19.5
54.2
17.1
47.4
5.2
a2.1
37.9
34.5
31.6
29.2
-
-
24.3
35.0
FA
-
18.3
28.3
73.0
21.0
58A
7.5
48.7
15.0
4L7
36.5
32.6
29.2
25.6
24.3
31.0
86.1
23.3
64A
18.6
51.7
15.5
43.1
38.9
32.3
PRODUCT REVISED
wmplyI., wnfi@PFWd.
t3uflemg Code
AttCI�LMm Na
F.xryn=-N /7
D
NYianl NaNfl4M=I t.•
i
IS6
2X M_ ULI ION CI
6063-T6
WERM
m
.IN.
HD1cH
OPi10NAt
ANGLE CLIP
6063-16
2 X 6
TO. TUR
MULLION
STANDARD TUBULAR SHAPES
TOP. WALL - 125' ALL
ALLOY - fi063-i6
PRODUCT
4.900
MULLIONS ONTAININ -
TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR ODOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MULL "L.,
7 X 2
4688'
1 X 3
8.688'
1 x 4
3.6BB'
2 X 4
3.688'
2 x 6
5.698'
2. WHERE ANGLES ARE NOT FIT SNUG
INTO TUBE MULLIONS, SEE OPTIONAL
ANCHOR DETAIL AT SHEET 9 OF 10,
L z9 N.1641'8D
062�
5 D
Z-yII rd12
.I
,
4.999 3
.leer .102 .1I�' 62 062
% 4 1 % 4
CU TOM M ION STD. T-1 UB ME�LLL II10_N 1 X 3
6063-TES 1
6063-16 CUSTOM MULLION
6053-T6
Ixx: 4.709 in: Ixz: 4.709 in; Lxx: 2.168 in
Sxx: 2.355 inl Sxx: 2.355 ink Sxx: 1.445 inl
(FIANCE GPnMEJ X L (FLANGE FRAME)
z000- 1
Sol
ISO
T—
2A00—
1623
909
6.9dlx sus.4.11 125
623
2 X 6 2% 4
STD. TUBE MULIION STD, TUBE MULLION
GOO -TES 5083-TES
Ixx:19.648 in: Ixx: 7.649 in
Sxx: 6.549 inI Sxx: 3.825 inl
JCTIONS-
USE CHARTS AND GRAPHS AS FOLLOWS.
DETERMINE OESIGN LOAD REQUIRED FOR PARTICULAR OPENING.
USE APPROVED OLAEING PRODUCTS MEETING ABOVE LOAD
REQUIREvENTS.
USE CONNECTION 10 MULLION AS PER PRODUCT
APPROVAL.
SPEPFY MAXIMUM SHIN SPACI", G.
USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE
WITH DESIGN TIMING MORE THAN DESIGN LOW SPOOFED
IN STEP 1 A2OME.
USING ANCHOR TYPES CN SHEET 6 THRU 9 AND ANCHOR CHARTS
ON SHEET 9. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN WNDS SPLCIFIEO IN STEP 1 ABOVE.
1 X 3
STD, TUBE MULLION
6063-T6
Ix:: 2.168 iMt
Svx: 1.445 ink
1 X 3
CUSTOM ION
601U-T6
Ixx: 2.218 in:
Sxx: 1.479 Ind
(PIN FRAME)
pR I]1ULTR5VISCD
plYine Wilh IlKIRPTNN
BuildwBOlde
AaF P'NO - - %
BNPInIian Dal< )�
B
M inii R6e ProNsl
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DAOE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
NOTES:
1. REFER TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE,
2. MULLIONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALL•.
3. REFER TO SHEET 1 OF 1D FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
o
�
eo
z
Ol
S,
G,
gD0
O
U
v
za
!
N a
{
A
os
c
z z
saOTx
`!
o
s
OT
� 0
1
5
2
=
I
<
F
z
7
®
N
a
O
z
IN
� N
UI
o
7 rn
a o
�W
w
3
ik
�W
=
i
STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE IAULLION6
W ldth w MULLSPAN 1X3 iX4 2X4 2X6 Width w MULLSPAN 1 X 3 1X4 2X4 2XG Width w MULLSPAN
18 150.0 150.0 150.0 150.0 16 150.0 1 00.0 750.0 150.0 18 a
24 150.0 750.0 150.0 150.0 29 139.5 150.0 750.0 150.0 24116.6n e c
30 750.0 750.0 150.0 150.0 JO 777.B 750.0 150.0 150.0 30 1p y
36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 y
42 ISOX 150.0 150.0 150.0 42 79.7 150.0 750.0 150.0 42 N<� u �
48 38- 318" 150.0 150.0 150.0 150.0 48 74-114" 60.7 150.0 160.0 150.0 48 120.. m rc
Sd 150.0 150.0 150.0 150.0 64 62.0 134.6 150.0 150.0 54 9 o i Yd
60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 3"M y j^
66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 22 rr o p
72 150.0 150.0 150.0 150.0 72 46.5 101.0 i5D.0 150.0 72 o O Z O
78 t50.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 i n j o
18 150.0 150.0 150.0 150.0 18 128.4 150.0 150.0 150.0 18
24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 24 � '4 IN
m Y
30 750.0 150.0 750.0 150.0 30 77.1 150.0 150.0 150.0 30 4 W 9 R
36 150.0 150.0 150.0 150.0 36 84.2 138.5 150.0 t50.0 36 C m °' S
42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 < F
48 60d/8" 150.0 150.0 150.0 150.0 48 84" 48.2 104.E 150.0 150.0 48 132" U �'
54 150.0 150.0 150.0 150.0 i4 42.8 93,0 150.0 750.0 54 O
60 150.0 150.0 150.0 15aD 60 38.5 83.7 135.9 150.0 60 ®" m IN
66 147.7 150.0 150.0 150.0 fib 35.0 76.1 123.6 150D 66 0
72 135.3 150.0 150.0 150.0 72 32.1 697 113.3 150.0 7218.0rl� N D
78 124.8 950.0 150.0 150.0 78 29.6 64.4 104.8 750.0 78
18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 w
24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 a F F
30 150.0 750.0 150.0 150.0 30 57.8 112.1 950.0 150.0 30N c
36 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 36 u {`
42 150.0 150.0 150.0 150.0 42 36.9 60.1 130.1 150.0 42 4
48 57" 750.0 150.0 150.0 15D.0 48 96" 32.3 7D.1 113.8 150.0 48 144" y z
54 137.0 iSOD 15U.0 150A 64 28.7 62.3 101.2 150.0 54 QI -y
60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 f5
66 112.1 750.0 150.0 150.0 6fi 23.5 51.0 82.8 150.0 66
72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72
78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 �. S
R42
150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 'o y
150.0 150.0 150.0 150.0 24 45.3 98.4 15OD 150.0 24 o t
150.0 150.0 150.0 150.0 30 36.3 78.7 727.9 750.0 30
150,0 i50.p 150.0 150.0 36 30.2 85.6 106.E 150.0 36 24.5 39.8 102.2
130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 1500 42 - 263" 1142 750.0 150.0 1500 48 108" 22.7 49.2 ]9.9 150.0 4fi 150" 107.5 150.0 150.0 150.0 54 20.1 43.] 71.7 150.0 5d 18.3 26.5 88.7
60 91.3 150.0 150.0 150.0 60 18.1 39.9 64.0 150.0 60
66 83.0 150.0 150.0 150.0 66 16.5 35.8 58.7 147.0 66
72 76.1 id2.4 150.0 150.0 72 15.1 32.8 53.3 134.8 ]2 19.9 51.1
78 ]0.2 131.4 150.0 150.0 78 30.3 49.2 12L.4 78 - 18.4 47.2c F
NDRIZOI uMUDN
TYPICAL MULLION ARRANOFMENTS eeo�oy...':•••e...... !
ARCHES TO OE INSCRIBED21
�Q J LL 4'%2EOf••,
Z INSIDE RECTANpWR SHRVEIN
NOTE
pl MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUU REVISED < •W c FQ- O
VERTICALLY OR HORIZONTALLY. o 1tlmn� de•IIh IIw FImMo a`�+ [D4
(INTERPOLATION BETWEEN WIDTHS ALLOWED) Aacp aim No - Fy+ �s�0'••,•
Ex itmeR Dye 17 •• • O '
I W1 W2 WIDTH (W) _ W1 + W2 It �
�_ MULLION SPAN 2 m0 DC9Ff1pN[t r
(1
vEWITAE
NNWDV
LUSIND
GUIINC
O
FRooucr
FRoouct
�
s
=-cuz Nc -
- Paopucr
`;
cuZluc
cunac
;
vaooucr
PaoOucr
STEEL REINFORCED TUBE MULLIONS
1X3
i%4
2%4
2%6
44.0
95.7
150.0
150.0
33.0
71.8
26.4
57.4
93.2
150.0
22.0
47.8
77.7
150.0
18.9
41.0
68.8
150,0
16.5
35.9
58.3
749.7
-
31.8
51.8
133.1
28.7
46.6
119.8
-
26.1
42.4
708.9
23.9
38.8
99.8
22.1
35.9
92.1
33.1
71.9
11fi.8
150.0
24.8
53.8.
87.6
150.0
19.9
43.1
70.1
750.0
16.5
35.9
58.4
750.0
-
30.8
50.0
128.5
2].0
43.8
112.5
24.0
38.9
100.0
-
21.8
35.0
90.0
18.6
31.8
81.8
29.2
75.0
-
i6.6
28.9
69.2
25.5
55.4
69.9
150.0
19.1
47.5
e].5
150.0
15.3
33.2
54.0
138.8
27.7
45.0
115.5
-
23.7
38.5
98.0
20.8
33.7
88.8
18.5
30.0
77.0
16.6
27.0
fi9.3
15.1
24.5
83.0
22.5
57.8
-
-
20.8
53.3
22.6
49.0
79.8
150.0
16.9
36.7
58.7
15Q0
29.4
47.7
1228
9
i
,EDGE DIST., 121PER CUP
1-1/2• MN.
LLCK
1-1/r .14.
EMTNL CLIP
MIN. EDGE DIST,
2-}/16" CONCRETE OR
4'
aE
ALL CLIPS AND GLES TO FIT SNUG
INTO TUBE MULLID .
ON
TAPCONS MAY BE H OR FLAT HEAD.
ANCHORS TYPE 'A'
2 ANCHORS INTO WOOD
5/16' TMCDNS
5/lfi• TI➢LONS
I-1/2' uIN. WODO PENETMIPON
< PER CLIP (2 ON FACX WINO)
I_1/2' uIN WDDp PENE1CMIN
1 PER 0MI IIN
w000 BUCK
ANCHORS TYPE 'B'
4 ANCHORS INTO WOOD
CLIP
OlL BL
CN
y
3/4
5/I6' IM[DNS
1-3/4YIN. mBEO IMD un50NM
s/16• TMCDNS
1-5/1- NO. EUBED INTO W50NRY
O
O
4 PER CLIP (2 ON ExcN Ww0)
3 PER ANL
b
In 5
U
vFi 0�O
'm �q
w
li
i
a
2 7 16"
ii
1j
ii ii
ii ii
o�
�a�a
O
a
MN,
rvooD a"
Iil
,I
ix rtMTum cuv
ii ii
KVY2.V.Yi1lL�
i
f
S o
1 1
1
o
I
1
e
SF
F
� 3
ANCHORS TYPE 'D' IN - BOCK
U
F
<
ANCHORS TYPE 'G' INTO CO ETE
9
ALL CLIPS AND LES TO FIT SNUG
INTO TUBE IONS.
4 ANCHORS THRU I% BUCK
INTO CONCRETE OR BLOCK
1'14" & 2"x4" MULL
®
I
1w,
v
c
w
F
'� F
d
TAPCONS Y BE HEX OR FIAT HEAD.
�2
1
w
y
a
MIN. EDGE DIST.
a
LHi
-ONCRETE OR
CONCRETE
(11
4" HOLLOW
4" HOLLOW BLO K
s/16' rx .=
1-]/4• uw. NASDNRr
5/I6• rxvcoxs
<
(Io N E
LIP
2 PER ClID (I ON FACN NINL)
1_)/r MIN. EVem wra uhSONRY
1 PER M'LLE
IN-4
•Z
' ty' ii__ii
--------- WDOD BUCN i' I IK RDATINL CLIP
ANCHORS TYPE 'C' (INTO BLOCK)
,. na ANCHORS TYPE 'F' (INTO CONCRETE)
s
ANCHORS THRU 1% BUCK
INTO CONCRETE OR BLOCK
r 1
1 1
PRODUCT RRVI66D
ry O Pj
C 4 7
L. EDGE GIST. 5/15' rsCoNs
6" CONCRETEIN. EMBED PRO N SORRY
(OLLOW BLOCK x PER 3LR (l ON ENCH WNG) 5/16' uPCO
/ 1 3/4' MIN. EMBED INTO "SON
MIN.. S I PER 49All� A .
N2N
CLIP
ANCHORS TYPE 'C' (INTO BLOCK)
ANCHORS TYPE IF' (INTO CONCRETE)
a I 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK
t
P
• 5/16' TARCGNs'
1 J/a' MIN EMBED MRY ID "SOR
I _ 2 PER CLIP C. ON EACN WWC)
9 a III
1-3/A" MI,
J. EDGE DIST.
6" CONCRETE OR
iOLLOW BL
CK
5/16' TAPcoNS
5/I6' TMCONS
1 -J/1 IN. CAME. NIO NASONflY
1-1/4' MIN. ENDED INTO N.ASONRY
PER CLIP (2 ON EMX WING)
3 PER PNGLf
b b
fO
MIN.
MIN
�
�MR
o
�Z
WR
iwo i
CONCREi OR
F."
OEN ENT OCIf-
--- -ALBM2ANGLI,2 7 6
rmsnxr. cuP
I 1
,
L3 1/4"
MIN.
U j
u u
CZ
e
ANCH S TYPE '0' INTO BLOCK
T,r�N
'
ANCHORS PE 'G' INTO CONCRETE)a
4 ANCHORS IN CON ETE OR CEMENT BLOCK
1" 2"r4" MULL
N
BE I A I I �RO.A NC CNP L
5/I6' IMCONS T'
-J/6' MIN. EMBED INTO "SORRY
a PER CLIP (2 ON GCH WING)
ALL CLIPS AND ANGLES TO FIT SNUG
MU
INTO TUBE
TAPCONS MAYAY BE BE HEX OR FIAT HEAD.
CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
III ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WHITE MEIHACRYLATE LACOUER.
Wilh END
W O GO
F
5
Z
J
EDGE DIST.
CONCRETE OR
LOW BLO K 3-3/4" 5/16• TAPCONS
MIN 1-3/4' NIN. EMBED INTO M6aNRY
♦ PER CLIP (2 ON FACH WING)
a r4 �Z
CLIP LENGTH
MULL
L'
2 % 4
3.688r
2 X 6
5.688-
MULL 5/I6. TMCONS
1 -]/4' MIN. EMBED INFO MASONRY
4 PER CUP (2 ON EACH WING)
1 3/4"
MULL
EDGE DIST.
CONCRETE OR.
ILLOW BLOCK 3-3/4-
MIN.
CLIP LENGTH
MULL
"L"
2 4
3.688'
2 % 6
5.688'
----------- � .
� i �i
n I
ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' TO
INTO TUBE MULLIONS ANCHORS TYPE rH' (INTO
ANCHOR TYP INTO BLOCK) CIC TAPCONS MAY BE HEX OR FLAT HEAP.
o ANCHORS iHRU 1% BUCK
A ORS TYPE V INTO CONCRETE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED INTO CONCRETE OR BLOCK
ANCHORS INiO CONCRETE or BLOCK WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR 2"%fi" MULL SHOWN
2"%6' MULL SHOWN WATER-WHRE MET.CRYIATE LACQUER.
5/16" T`PcONS 11
1-3/4- MIN. EMBED INTO ONRY
4 PER [lIP (3 OH WING)
NO o
W M,
nI
u
you
m0n
3
LH
i 1
qLa
NULL 5/I6- TNFCONS
1-3/4" NM. EMBED INTO LUSONRY
4 PER CLIP (2 ON G4H WWD)
3/4'
MIN.
;
) 2
�
T®
1x6 uuLt
�/
1
INW; Fi
<
N o
I�
z '
3 OCK
R TE WOOD Duce
PRODUCTREVISGD
cam.I'hIa c W � the Flmitle
VuildiPRCode
A¢eplAnm Na
n.vhoreM Dole
ny
Minm' Dec Fradnn
LL
N O
N
N * W
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OFFICE USE ONLY, t[_
DATE FILED: v
REVISION FEE:
SCANNED
BY
St. Lucie County
�. ucaa avilvr rnvuca,a
REVISIONS:
3.
4.
FL1
PERMIT# 1411-0293
RECEIPT # t r-k - ,
' V I
Al
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: SCC 131150472 ST. LUCIE COUNTY CERT. #:
BUSINESS NAME:
QUALIFIERS NA11IE an ec er
ADDRESS: nh Corporate Drive
CITY; oyn on Beach STATE: FE ZIP: 3342
PHONE (DAYTIME): FAX: -7yf
OWNER/BUILDER INFORMATION:
T7ehra Simnne.
NAME:
ADDRESS:
CITY:
PHONE:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
Revised 07/222014
STATE:
FAX:
STATE:
FAX:
ZIP: 34952
ZIP:
a
1
/ /- Q
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
C OIJOC v 191LfDucf
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NOT TO SCALE
Jan 27, 2015
•Site Plan
1
a
r a
"Building Our Quality Reputation
One Customer At A Time"
SCC131150472
Owner: Debra Simone Wind Zone: 170 MPH.
Address: 613 Coconut Ave N Exposure Category: C
Port St Lucie, FL 34952 Minimum Building Dimension: 49 ft.
_ Mean Roof Height: 12 ft.
Risk Category: 11
Design
Pressure Calculations
Opening
P g
Number
Location
Zone
Device
Width (in)
Device
Height (in)
Device
Elevation (ft)
Max Positive
Pressure (psf)
Max Negative
g
L Pressure (psf)
1
Int
54
50 7
36.3
-39.5
2
Int
54
50 7
36.3
-39.5
Prepared in accordance wick ASCE 7-10, Chapter X Wind Loads -Components and Cladding. Florida Building Code 2010 ed.
Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of CornelZone -10% of least horizontal dimension or 40% of the mean roof height, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft.
OPENING
LOCATION
NUMBER
(Location)
Corner Zone
or Interior
IS THIS A
WINDOW
OR DOOR
O' TYPE
PRODUCT
ACCEPTANCE
NUMBER
PRODUCT APPROVAL
APPROVED PRESSURE RATING
REQUIRED OPENING
DESIGN PRESSURE
MAXIMU
TESTED
SIZE
ROUGH
OPENING
DIMENSIONS
MULTIPLE
WINDOW
MULLION
REQ YIN/NA
ARE
SHUTTERS
REQ YIN
(+) PSF
(-) PSF
(+) PSF
(-) PSF
1
Int
Window
7/8^ Lami
FL4091.1
50
50
36.3
-39.5
53x76
54x50
Yes
No
2
Int
Window
7/8"Lami
FL4091.1
50
50
36.3
-39.5
5306
54x50
Yes
No
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['k�Rp)F0(a EMS Home ! Lug in i user Registration Hut T.uss Submit5urcbmge Stater&Facts Publications UC Stan BCIS Site MaP I Links I Search j
Busines (4, e, xa� product Approval
Professi rral P 9) USER: PabIlc Use,
Reoulation
P I Aooroval Menu> Processor A,,Ii,ton Search> Ion Detail
FL # FL4091-R6
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 207
mlafevre@cws.cc
Michael La Fevre
mlafevre@cws.cc
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 EA 291
btenace@cws.cc
Quality Assurance Representative
Cal Lady
Address/Phone/Email
1900 SW 44th Ave.
Ocala, FL34474
c edY@cws69c2�'M,
Category
Windows
i
Subcategory
Single Hung
S '• " -
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I Evaluation Report - Hardcopy Receiv
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contact Expiration Date
Validated By
Certificate of Independence
Referenced Standard and year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
04/30/2016
Steven M. Urich, PE ri)A9k
'l Validation Checklist - Hardcopy Received
FL4091 RG COI Eva R C S 1
Standard
AAMA/ W DMA/CSA/101/I.S.2/A440-0
AAMA/ W DMA/CSA/101/I.S.2/A440-0
ASTM E 1300-04
PA TAS 202
year
5 a ^ 2005
s a a 2008
O 2004
1994
IS
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WKIIE!
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Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submtted 10/30/2012
Date Validated 10/30/2012
Date Pending FBC Approval 11/04/2012
Date Approved 12/04/2012
FL*
Model, Numberor Name
Description
4091.1
8100 Vinyl Flange/Fin Frame Single
8100 Vinyl Flange/Fin Frame Single Hung
Hung
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL4091 R6 If CWS-154D (SH-8100 Non-Irroact) of
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +50/-50
Evaluation Reports
Other: 8100 Vinyl Flange/Fin Frame Single Hung H-LC50 (53" x
Created by Independent Third Party: Yes
76"). Glass complies with ASTM E1300-04.
4091.2
a100 Vinyl Single Hung
8100 Vinyl Single Hung w/ Alum. Meet. Rail, Eq. lite and Odel.
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL4091 R6 If CWS-341A (SH-8100 Non -Impact Oriel Wdws)odf
Verified By: Lucas A. Turner 58201
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: SH-8100, 48 x 90, Oriel, DP 45 PSF; SH-8100, 40 x 84,
Created by Independent Third Party: Yes
Eq. Lite, DP 50 PSF. Glass complies with ASTM E1300-04.
4091.3
8100 Vinyl Single Hung
8100 Vinyl Single Hung Oriel w/ HD Meet. Rail
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL4091 R6 TI CWS-293B (SH-8100 Nan -Impact 52x96).odf
Verified By: Lucas A. Turner 58201
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +65/-60
Evaluation Reports
Other: SH-8100, 52 x 96, Oriel, DP +65 / -60 PSF. Glass complies
FL4091 R6 AE EvalRepW 2 e (SH-8100, 52x96,NI
Created by Independent Third Party: Yes
with ASTM E3300-04.
4091.4
SH-8100 Vinyl Single Hung
SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -Impact,
74 1/8" x 63".
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL4091 R6 II 8100 Non-ImpaCt 7
ContHdSll.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Lucas A. Turner 58201
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: SH-8100 Cont. Hd. & Sill, Max. sae 74 1/8" x 63", DP
Evaluation Reports
+67.5/-70 psf w/ Std. sill, DP +/- 70 psf w/ Sill Riser. Glass
FL4091 R 2 81 0. 74x63 ContHdSl.
ND.pdf
complies with ASTM E1300-04.
Created by Independent Third Party: Yes
4091.5
SH-8100 Vinyl Single Hung
SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact, 74 1/8"
x 72".
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL4091 R6 11 CWS-492A8300 Non -Impact 740
ContHdSl).ndf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Lucas A. Turner 58201
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see
Evaluation Reports
chart on Installation dwgs. for OP. Glass complies with ASTM
FL4091 R6 AE EvalRepW 2A H 8300 74x72 ContHdSl.
ND.Ddf
E1300-04.
Created by Independent Third Party: Yes
4091.6
SH-8100 Vinyl Single Hung
SH-8100 Vinyl Single Hung, OX, Non -Impact.
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL4091 IRS 11 4 Non -Impact 52x7
Verified By: Lucas A. Turner 58201
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: SH-8100 Vinyl Single Hung, OX, Max. sae 52" x 71% see
FL4091 R6 AE EvalReo CWS-485A (SH-8300. 5201. Nil.odf
FL4091 R6 AE Mikmn NOA I1-OB30 09.odf
installation dwgs. for OP. Glass complies with ASTM E1300-04.
Created by Independent Third Party: Yes
Back Next
[,matt W :: 1940 North M9nme Street. Tallaha55 FL 32399 Phone: 850-487-1824
http:IAv .floridabuilding.org/pr/pr_app_ g.aspx?pararrrwGEVXQwtDgm931*/`2b4g5faHJ3)P/o2fpCzBEw97mDrp%2bFIMv /%3d 2J3
2080
URNER North Mauve Terrace
Port, FL 34286
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 154D
October 26, 2012
Product Description: Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77 1/4" flange size
Custom Window Systems, Inc. 1900 SW 44 s Ave, Ocala, FL
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 9N-3.005 (4), using 9N-3.005 Method 1 option (d).
This product complies with the requirements of the Florida Building Code outside the High
Velocity Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS-1541), signed and sealed by Lucas A. Turner, P.E.
2) Test Reports NCTL-210-3809-1 and -1A, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 10l/I.S.2/A440-08
3) Supplemental Calculations to support CWS-1541), signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-15413.
Limitations of Use: This product:
• May be used in the configurations and sizes and with daylight openings as indicated in
CWS-154D
• Achieves design pressures as indicated in comparative analysis table in CWS-154D
• Is non -impact and requires the use of shutters in windborne debris regions
• May not be used in the High Velocity Hurricane Zone
• Requires glass as shown in CWS-154D
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
,Y. No 58201
9 srATE OF 10/26/2012
Lucas A. Turner, P.E.
i�;1QN Al;i�`�,, FL PE #58201
M iiitf
AV✓
SASH
HEIGri
TABLE OF CONTENTS
SINGLE HUNG ELEVATION (NON -IMPACT) PVC NOWMRACT REOUIRF.MENi.
(SHOWN W! DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN NEREiN IS DESIGNED AND M.ANtIFACTURED TO COMPLY WITH THE
FLORIDA, BUILDINGCODE, CURRENT EDTTION.
6a 3R' Si Ire' ----� 2. GLAZiNG OPTIONS (SEES(EET 31
FLMN..E MAILGV,0T MA%OVE YdIDPi FUNGE WDIH 3. CONF'IGURATIONS:'Q'1C.
8' MA%. UEiIi WIDTH 1I6' EVJf Uhli tYlOi 4. DESIGN PRESSURE RAnNG (SEE SHEET 3)'.
I IS'Ib' GLASS OLD ; 9INi6• GLASS OLD -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTIR E-1300.
I-POSRIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TARLESASTM E-1300.
r' :;r��• E S.ANCHORAGE: THE331n%SRESSINCREASE NOTSEEEi USEDINTHEDESiGNOF-,MS
O 33916' 641? PRODUCT. SEE SHEETS "FOR ANCHOR DETAIL. WINDLOAD DURATIONFACTOR C4=IB WAS
USEDFORWOODANCHORCALCULATIONS.
DLO OVERALL 33 Y10
E FL 4BEE
a HEIGHT DLO 6. NOT APPROVED FOR IMPACTRESLSTANCE. IMPACT PROT.CTNE SYS.EMIS REQUIREDIN
861p' WIND BORNE DEBRIS REGION,
I R -�- ]. ALL FRAMES AND VENTS FULLY WEI DED. SLWI JOINT SEAM SEALANT USEDAT FDMD
i MEETING PNLAND JAN9.
Ow
X JT YS N�
G3G1'1S I6T5'
.0 ab1% SASH X 0 0 8. SERIES; MODEL DESIGNATION SH M00.
E1A
-I .( __� TRANSFER
R ALL
LOBUC%OR6i DESIGNED CNORIL11TOPROPERLY
__.........L.�._ TRANSFER ALE LOADS TOSTRUCTUitE. BUCKAVDFItARSV:G SRESPON51340Y OF
F6 SiF6- —J{ ARCHITECT OR ENGINEER OF RECORD.
a•O,C.VIEEP. TIP; GLlS5 DLA
a6&iv 0 FIXED
SASH TtONXANDOSTANO FOR TIf'c FCLLOWW^u'%=OPERABLE SASH,
GtA^+S DLO O=fl%ED SASH
QUAL SPLIT 5 HI SASH ORIEL 11. SECTION CALLGUTS MGM EQUAL SPLIT ELEVATION APPo.Y TO ALL ELEVAIIINS IN
SIMILAR LOCATION,.
TIES .... ...2
WE ....:4
451?lt6' GLASS DI-0
C
sAw
c
Ow
- \
LUCAS A TURNER, A. PE SSIMI
'
i-�65'1T tiVa550.G
`YtS..REWntdy
60740 SPLIT ORIEL
E NSF
4ry �tC
Lucas Tum,6A
Z-d' ^'> L71Dt ''B'PS
._
DESIGN PRESSURE RATING +50
•
2012 10-261202-04:C0 z�
.
C
::
i1
3 i STAIR OF :tU:f�
0�r$/"OYI�P'Gv.`•
r%PrR�i
i
•.
Vv.,BiM.NAYKNC3/rtIHFD WTe114^ .=Tiluienmtta1012W212
.RAYrtw
5R'.i.'iXr40n RERR'+WCLklua:paRiORAiRtPMIXE WA1KKRi!fv
I'vv�NRSIOktl: NNwBIRA
JONA.;YY
' �dIIII\..YI\\11\
�WFiEm G:.3iVurrnwW�iYa1EMS wC Ii
ON
C UP DATED PER 2010 FBCTI i 1onillI EF
0 ADDED COMP -ANALYSIS CHART 12T18100
11900 SW 44TH AVE.
GALA FLORIDA 3a4i4
li''E0 GENERAL NO TES&ELEVATIONS -NON IMPACT
I—"' PVC SINGLE HUNGF-- NTS I"""-..._'CLVS-1SA
1 DEB
a 210xa
T MAIL
P j --SEE W 5 6' wxMAX
Y
S• O OG
MA%O.C.
fIN -ORS ON s ANCCHORS TYP AT
THRU FRPL+.EANCNDR /
SE ECNEETING RAI
SEEKOL. l T— �/ ( HEETIVGI
NOTE6 -DYPt � /� (',ENTERD
ANCE [OR 11�1'QUT'- fV"IN)
na � urFao rw,wiinvm+C^,1
.A
ANCHOR LAYOUT-iFLANGE�
iM'iuFWN.SSWfT r,NtV.t, A2 Y�ON C4lx!{il
A`KdgRT TYP.
T.INSTALLONEANCHORATEACHLOCATION. S0.I ANCHOR SPAGNG SAME +iS HEAD. ! i T C
tJSE SH P-M WHERE SPACE GREATER TFIrYF 1116-IS PRESENT. 2 SHIM AS RED AT EACH SE-e OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLEBHIM STACK TO BE 114-FOR MASONRY OR WOOD, AND UB' FOR METAL.
G: LOAD BEARING SRFMS SHAM. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SKMS ARE HOT ALLC VED.
A 316' DIA ELCOULTRACON MASONRY ANCHORS MUST BE OF SUFF{114T LFNGTH TO ACHIEVE A FAIN. EWSEDMEW OF 11/4-INTO MASONRYTHRU FRAME
OR THRU 1 BY WOOD 9UCK INTO MASONRY.
A MINIMUM EDGE DISTANCE OF 21f .. IN ANY DIRECTION"SHALL BE ACHIEVED.
5. 910 WOOD SCREW `WITH INTEGRATED IVASHER MUSF BE OF SUFFICIENT LENGTH M ACHIEVE AMIN, EMBEOMtNT OF t W 1UTO 2 BY WOOD BUCK. AMNIMUM
MMCATION, NFWFRAME INSTALLATION. ?10WOODSCRE'WttNTEGRATEDWA5HERMUSTBEOFSUFFiCfENT IENGT%I iO ACHIEVEAMW.EMBEDMENT
EDGE DISTANCE OF T.'&' SHALL BE ACHIEVED IN ANY DIRECTION IN FLANGE F
SH LL E 3 ' IN Y t$ECTI OF I18- INTO 2 BY WOOD SUCK(iHRU FIN ANDTHRU FRAME? THE 'AN. EDGE Dr
6 V10 WOOD SCREW W RH INTEGRATED WASHER THRU FIN MUST BE NO LESS THAN I-AWAYFROM THETHRU FRAMlE ANCHDRAT FIXED MEETING RAIL. ELSE FOLLOWJ`HF, REQUIRED SPACING
7. 11I-1611W TEKSANCHORSMUSTBEOFSUFFICIENTLEHGTHTOACIIIEVEF; LTHREADENGAGEt&N77HRUMETALWALLTHICKNESS
6 ALLINSTALATIONA,HOR V..USTBEMADECr ORCOATEOWMiIACORROSIONRESISTANTMATEMI DIS MU. RLATERIASORIATERLNS
D UPDATED, RECEiTIFICATIOTF 101
.
IN CONTACT Will PREE TREATED WOOD MUST BE PROTECTED To PREVENT REACTIONS.
C UPDATED PER 2010FBC toll
10. INSTALLATION ANCHORS SHALL BE IN ACCORDMCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT
BE USED IN SUBSTRATES WITH STRENG FHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
B ADDED COMP. ANALYSIS CHART 12
LUG+SA TURNER RP.E 55Zm A UPDATED PER NEW FSG REQUIREMENTS 1071
FOR PRODUCTS BASED ATE NAtERbtLWITVI TH£FOLLOV1LtiG PROPERTIES
tt. INSTALLATIONWOOD-ANCNORCIFIC
A WOOD
-M IINI SPECIFIC M GRAVITY
GRAVITY UTHEREIN RNPINE OR
OR Gt2EATERI
G=oS5 HSOF2H846
CONCRETE
B.CONCRETESTRE NM COMI'"MVEE
TFFHHrUt�
``1yOR£ty ' v
Trr�
S PST,
OJ2GR
C. MASONRY
•`` M
TOASTH
-STRENGTH CONFORMANCE TOABTMG90,C-RAOE N.?YPE 1jOR GAFATERj.
GRACE
D. ALUMINUM-
••�G�-ti1LE•4SF C,Q^r% x2N1ww5n
iAF THICIK MIN_ 6CET T5 MIN.
g0pRT
•.Jit
E. STEEL -.0WTHIGKMIN.. 33 KSI MIN.-
Na S8201 :�9G 1900 SW /.-1Tl{RVE.
�t C OCAI.A,FLORIDA 3447i
t2. SEPUNG AND FtASHNG STRATEGIES FOR OVERALL WATER RESISTANCE OF INBTAI.LATION SHALL BE DONE BY OTHERS IN ACCORCANCE WITH
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
:p: • 'XZ RLE ANCHOR SCHEDULE& N-0TEB-NON IMPACT
y
FMWM4AIWR`NWJNDWSM �t•<
:9 w
OSTATE OF � BiC.O ]fL1NNm: ADE iE.
'^"•,•
T-MUVAAMA 200 iFLANGEWNDONS!, valrK:LTAmAvoemvloEelru ,IIRRl2pT2
FMA'WDMA2SI(BDI(WNDOWSJ. T6.1SptW^RXI L(XIIA'aR1ei MTn GPWYI.YG 1>:Me.50tF W:K •VAE OM
v.vaox:rstvxs.ex
T::?
'�i PS.'DRfO. G., .IGDEL: .R.E. :IG. tf^
-•¢,C1�YJ PVC SINGLE HUNG NTS
wrR*saorr,crrovwan.-,14rs;SArvrut:YRrwrt Tr.E
FMNFWMfNDMA 3CO,EX[ER!OR DOORSJ_ xn�spxaGtp ye3lpf t[Ntoulwhocx srs;ws m_. rt wrsmm�
�!S-
..TONAL.! v.v.u-reo �«.
20F8
Design
P:euures(PSF) with Glass TYPeS A. B, C, or
Unit Sash
Unit W�dths(in.
Heighis(in) HeightS(in.) 23 112
27 1/2
1 29 1/2
31 112
35 1/2
39 1/2
41112
43 112
47 1/2 51 112
53 1/8
35 1/2 17
+501-75
+50(-75
+50 -7S
+50 -75
+50l-75
+56J-75
t50/-75
+50/-75
+501-75 *501-73
+SO/-75
39 V2 29
+50/-75
+5D(-75
+59/-75
+50/-75
+SD/-JS
r50l-75
+50/-75
+50/-75
+50/.75 +50J-75
+SD/-75
41 1/2 20
+50/.7S
+50/-75
+5O/-75
+50/-75
+50/-75
+50/-75
1501-75
+50/-75
+50/-75 +50 -75
+50/-73.3
43 1!2 21
+5G/-75
-501-7-1
+50/-75
+50/-75
+50(-75
+5U/-75
+50/-75
+50/.75
+50/.75 +5'J/-73A
+SO/-70.6
47 112 23
+50/-75
-50/-75
+50/-75
+50/-7s
+50/-75
+50/-75
+50/-75
+50/-7s
+5O1-75 +50/-68.9
+50j-66.2
11a- owcaaL
51 1/2 25
+50J-75
-50/-7i
-SD/
+50145
+ED/-75
+501-75
+50/.75
.50/.75
.50 -72.7 +561-65.2
+50/-62.6--L-ytG
'ExaEgED
53 1/2 26
+M/-75
+50/.75
5
+50/-75
+50/-75
+50/-75
+SO/-75
+50/-75
+50/-71 +50/-63.6
+501-61 E
_yam- Ay1y�A�
55 112 27
+SDI-75
t50/-75
5
+50/-75
+50/-75
+50/-75
+50/-75
-501-75
+50/-69.5 +50 -62.1
+SO/-59.5
59 1/2 29
+50J-75
+501-7i
5
+50/-75
+SD(-75
+50/-75
+50/-75
+.50/-75
+SOI-66.8 +50 -59.5
+50/-57
Yt6- TEVPEPED
63 1/2 33
+50/-75
+50/J292
+50/-71.6
+501.71,6
+50/-71.6
+50 -71.6
150/-,16
+50/-64,6 +50/-57.3
+501-54.8
---i
65 i/2 32
+50/.73.2
+SOJ-6918
+i0/.67.4
+50/-67.3
+50/-67.3
+50/-6Z3
+50/-67.3
+50/.63.6 +501-56A
+50/-53.9
67 1/2. 33
r50/-69.8
+50J656
.4
+50/63.7
+501-E1.4
+50/-fi3.4
+50/-63.4
+50/-63.4
+i0162.7 +50 -55.5
+50 -53
tf2'4-IASS5nE
71 112 35
+50/-64
+501-54,7
,3
+i07S7.3
+501-SG.S
+50/-565
+50/-56.5
+50(-56.5
+501-56.5 +50/-53.9
+501-51.5
74 314 36 5/8
+50/.59.9
+50/-55.6
4-1
+501-53
+50/-51-8
+50/-51.7
+50/-51.7
+So/ 51.7
+50/-51.7 +50/.517
+50/-504
'a5
76 37 1/4
+50/-58.5
+50/,541
2.6
+501-S1..S
-501 -50.2
+50/-50
+50/-Sfl
+SGj-SO
+50/-50 +50(-50
+50/-50 (t
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D UPDATED. RECERTIFICATION
10.2:2012
C UPDATED PER 2010 FBC
10,41/15 TEF
8 AODED COMP. ANALYSIS C_HAR7
-1 zl8108
1=C X TURNER. FL PE. 83201 A UPDATE D PER NEN FBC REQUIREMENTS 07iOT108
='vV
wws
No U201 :F � 19D0 SW 44TH AVE.
a
OCALA. FLORIDA 34474
InE: DESIGN PRESSURE CFtiRT7G4NG
NON IMm
NOTE
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O ---,,. tl100 ADE
t IE SIZE NEXt I-TRNDEDISNOT
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ALTERNATE flN FRAME L. Sn TIJR EUl PLPA.S I A UPDATEDPERNOnFBCREOUIREMENIS O]XDA16
SECTION A -A NOTES: tiEM520.23,25, 26. 31, 36, 37, 41, �J.' No S,R201 :mP?
St, 52. 55. 56, 39, 4T, tiY :,FiE USED BUT NOT a : OCALA, FLORIDA 34474
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33
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31
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38
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Num
83
,Vaaz
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64
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65
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Rotbrwu
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66
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mw
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r0
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nylon
)t
$6053 Fbed Rail Co.er
-krpn
Mnx
NOTES: ITEMS 21, 22, 29, 31,
41, 42. 43. 49, 50, 57.61 ARE
NOT USED ON THIS PRODUCT
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PVC FRAME FLANGE-6031
1 59
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MIAMI-DADE MIAIVU--DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOhfiC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADARNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
ANCE
8501 NW 90 Street
Meilley, FL 33166
w "v.mismidade.eov/economy
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to ineet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the F r��ig
through 10 of 10, dated 04/27/10 with revision "B" dated 08/01114, prepared by manufacturer, signed and
sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control
LABELING: Each unit shall bear a permanent label with the rnantlfactu ees name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other proposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded
followed by the expiration date may be displayed in
displayed, then it shall be done in its entirety.
by the words Miami -Dade County, Florida, and
advertisiog literature. If any portion of the NOA is
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as Well as approval document mentioned above.
The submitted documentation was reviewed by Jainre D. Gascmr, P. E.
NOA No. 14-0908.08
1 Gr.A� Expiration Date: May 30, 2017
.J t Approval Date: November06,2014
Page 1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underpreviorts NOA's No.'s 02-0501.05 and 9S-I212.09)
2. Drawing No. LAW-ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through
10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer,
signed and sealed by Thomas J. Solos, P. E.
B. TESTS
1. Tensile Test report on 0.10" thick wall aluminum tube mullion, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HETI42-TO71, dated 09/16/02, tested
per ASTM E8, signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 02-0501.05)
2. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of 120" span aluminum tube
mullions with C4 x 4,5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HE,TI-02-1714, dated 08/27/02, signed
and sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous NOA No. 02-0S01.05)
3. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of 120-inch span aluminum
tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane
Engineering & Testing, Inc., Test Report No. HE, TI-02-1716, dated 8/27/02, signed
and sealed by Rafael E. Droz-Seda, P. E.
(Srtbutitted under previous NOA No. 02-0501.05)
4. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P. E.
(Submitted tinder previous NOA No. 02-0501.05)
5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding
glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz--Seda, P. E.
(Submitted under previous NOA No. 02-0501.05)
Jaime D. Gascon, F E.
Product Control Section Supervisor
NOA No. 14-0908.08
Expiration Date: May 30, 2017
Approval Date: November 06, 2014
E-1
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
6. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked —up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1376,
dated 01/31/96, signed and sealed by Gilbert Diamond, P. E.
(Submitted under previous NOA No. 95-1212.09)
7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked —up drawings and installation diagram of two aluminum horizontal
sliding windows mulled at top with a 90—inch span mullion and a 45-inch high fixed
window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond, P. E.
(Submitted under previous NOA No. 95-1212.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacturer, dated 05/17/10 and updated on 01/25112, prepared, signed
and sealed by Thomas J. Sotos, P.E.
(Submitted under previous NOA No.12-012Z 07)
2. Glazing complies with ASTM E1300-04/ 09
D. .QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. • Statement letter of conformance to and complying with FBC 5" Edition (2014), issued
by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E.
2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
04/11/14 and filed at the Secretary of State.
3. Statement letter of conformance to and complying with FI3C-2010, issued by
manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E.
(Submitted underprevious NOA No. 12-0127.07)
4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12,
signed and sealed by Thomas J. Sotos, P. E.
(Submitted unelerprevious NOA No. 12-0127.07)
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 1d-0908.08
Expiration Date: May 30, 2017
ApprovalDate: November06,2014
E-2
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
5. Notification of Successor Engineer for manufacturer's NOA document per Section
61G15-27.001 of the Florida Administrative Code, notifying original engineer that
the successor engineer is assuming full professional and legal responsibility for all
engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19,
dated 05/20110, signed and sealed by Thomas J. Solos, P. E.
(Submitted tinder previous *OA No.10-0610.02)
6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714,
HETI-024716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and
HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering & Testing, Inc.,
signed and sealed by Rafael E. Droz--Seda, P. E.
(Subyailted under previous NOA No. 02-0501.05)
7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31196, and
FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc.,
signed and sealed by Gilbert Diamond, P. E.
(Submitted under previous NOA No. 02-0501.05)
G. OTHERS
1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their
Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement - L.M.I.",
approved on 03/29/12 and expiring on 05/30/17.
Jaime D. Gascon, P. E.
Product Control Section Supervisor.
NOA No. 14-0908.08
Expiration Date: May 30, 2017
Approval Date: November 06, 2014
E-3
ANCHOR/CUP
GLAZING
PRODUCT
3
ANCHOR/CLIP HORIZONTAL MULLION
VERTICALr
MULLION
GLAZING
GLAZINGPRODUCT
PRODUCTANCHOR/CU
MULLION SPAN
WIDTH (W) = W1 + W2 + W3
2
VERTICAL
MULLION
GLAZING
GLAZING
PRODUCT
PRODUCT
3y
ANCHOR/CLIP
GLAZING
PRODUCT
(-HORIZONTAL MULLION
GLAZING
PRODUCT
GLAZING
GLAZING
PRODUCT
PRODUCT
z
36
3
VERTICAL
owl
MULLION
ANCHOR/CUP
W7 W2
MULLION SPAN
wlorH (w) = W1 z wlorH (w) = W1 s Wz
TYPICAL MULLION ARRANGEMENTS
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL IAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
iNTAL MULUON
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
GENERAL NOTES:
N .
I.THIS PRODUCT HAS BEEN DESIGNED TO COMPLY W9TH THE
3
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING
+'N
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPUMUE FLORIDA EUIG. CODE REWIREMENTS IX'. WIND LOAD. WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS M.
II
3. MUWONS ARE APPRWED FOR IMPACT AND NON -IMPACT APPLICATIONS.
INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED.
3
4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PRMERLY TO TRANSFER
LOADS TO THE STRUCTURE.
Q
5. ANCHORS SHALL BE AS USED, SPACED A SHOWN ON DETALS. ANCHORS
ENBEOMENT TO BASE HATER& SHALL BE BEYOND WALL DRESSING OR STUCCO.
6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETWLS
ARE NOT PART OF THIS MPROVAL
T. A LOAD DURATON INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF
WOOD ANCHORS ONLY.
B. MATERALS WCLUOMG BUT NOT UNITED TO STEEL OR METAL SCREWS.
THAT COME INTO COWACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET
ME REQUIREMENTS OF THE W14 FIORIOA BLOC. CODE - SECTION 2003.8.4.
MULLION & CLIP NOTES:
1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET
2 OF 10 FOR DETAILS AND NOTES.
• REFER TO SHEET 3 OF TO FOR MAX. MULL DESIGN PRESSURE CHARTS
2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET
4 OF 10 FOR DETAILS AND NOTES.
REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS
3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS
3 6. 7. 8. & 9 OF 10 FOR DETAILS AND NOTES.
+ N • REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS
II
3
TS-
3
a
PRODUQ RRVISDD
.TmRWTYIvBtMtNtM l9oMe p
aaaa��ac ,. �108.08 nNeueemno
W b 11 i
y A^ o
156
�r.�lm�urca
.R59
I% MULLION CLIP
606T-76
ANGLE CLIP
6 76
2Xa 11 PIG
CTDUSEwJloow FRAME
kULLION
zxs
STD. TUBE
M L 1
—2Doo-1
STANDARD lU61AAR SHAPES
—M. WA - .115' A11
A LCY . 606.1-T6
_TYPICAL
GLAZING PRODUCT
MULLIONS CONTAINING
TYPICAL�PICAL GAZING PRODUCTS
HORIZONTAL 0RH0RIZO7i} N L � VERTICAL
OR VERTCALCAL
SEE WINDOW OR DOOR APPROVAL FOR
FASTENERS SIZES AND SPACING
CLIP LENGTH
MOLL
"L"
I X 3
2.688'
l X 4
3.688'
2 X 4
3.688'
2 X 6
Sb88'
ARE
klUfUll
1 X 4
CUSTOM MULLION
1% 3
CUSTOM MULLION
WO-76
1 X 3
CUSTOM MULLION
so6 %
1 X 2
CUSTOM MULLION
6063-M
1% 2
CUSTOM MULLION
Wo-T6
6053-T6
IV: 2.070 In.
In: 1.000 in
In: 0.950 ink
TV: 0.370 in
In: 0.330 in
S.: 1.035 in2
S.: 0.667 ink
Sxx: 0.633 in°
S.: 0.370 ink
Sxx: 0.330 in!
(FMGE TRANE)
(M PYGGNE)
(NANCE FRAUE)
(FIN FRAME).,,, .,.. _.._..1EIANGE
FRAME)
mol ram
.12R r .000 G Ail Je 'roduq CbnTral
r�°°
325
200
NO 9mG
a
1 L L
1ADUG
1 X 4
STD. TUBE MULLION STD. TUBE MULLION EIE_yULU�yD TUBE MULL10NI MULLION
NW-T. "u-TES Go. -TES
U21 2 X 4 Ixx 2.070 in: Ixx 0.950 in Ixx: 0.330 in.
0�ULLION LUONMULLION Sxc 1.0J5 ln3 Su: 0.633 in 3. Sxx: 0.3J0 ink
6063-76 6063-TB
Ixx: 8.280 in. Ixx 2.980 In.
Sxr. 2.760 ink Sxx: 1.490 ink
INSTRUCTIONS:
USE CHVRS AND GRVHS AS TW101FS
STEP 1 DETERMINE DESIGN LOAD REWIRED FOR PARYCUVA OPENING.
STEP 2 USE APPROhD GAZING PRODUCTS MEETING ABWE LOAD
REOURFLIEMS.
STEP3 LICE CONNECNON TO MULLION AS PER PRODUCT
APPROVAL
STEP 4 SPECRY NA%INUM SHIM SPKING
USING CHARTS ON SHEET 3 CT 10 SEIST UO U N WE
STEP S WITH OFSNN RADNO DARE IHVN DESTGN LARD SPEC61E0
IN STEP i AROVE.
USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHAR
STEP 6 ON EHEEf 9. SELECT ANCHOR ME WIIN GUM RATMG
MORE 1HW ME DESIGN LOLOS SPQIFlO W STU I AHOVE.
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT
AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE
COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS.
NOTES,
1. REFER TO THE GENERAL NOTES ON SHEET
1 OF 10 FOR BUILDING CODE COMPLIANCE.
2. MULUONS MAY BE ORIENTED VERTICALLY OR
HORIZONTALLY.
3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION
ARRANGEMENTS OR STACK CONFIGURATIONS.
/'
W dth
MULLSPAN
1X2
1X3
1X4
2X4
I 2X6 I
Width
MULLSPAN
1X2
1X3
1X4
2X4
2X6
Widthw
MULLSPAN
1X2
1X3
1X4
2X4
2X6
18
38.318"
150.0
150.0
.0
150.0
150.0
18
74.114"
28.3
81.5
150.0
150.0
150.0
18
t21"
19.3
42.1
60.5
150.0
24
160.0
150.0
150.0
160.0
150.0
24
21.2
61.1
133.2
150.0
150.0
24
31.5
45A
126.2
30
123.0
150.0
150.0
150.0
150.0
30
17.0
48.9
105.5
150.0
150.0
30
25.2
36.3
100.9
36
102.5
150.0
150.0
160.0
150.0
36
40.7
88.8
127.8
150.0
36
21.0
30.3
84.1
42
87.9
150.0
150.0
150.0
150.0
42
34.9
76.1
1095
150.0
42
18.0
25.9
72.1
48
76.9
160.0
150.0
150.0
150.0
48
30S
68.6
9 A
150.0
48
15.8
22.7
63.1
54
68.3
137.6
150.0
150.0
150.0
64
272
69.2
85.2
160.0
54
-
-
20.2
66.1
60
61.5
123.9
160.0
160.0
150.0
- 60
24.4
63.3
76.7
144.2
60
-
18.2
60.5
66
55.9
112.6
150.0
150.0
150.0
66
222
48A
69.7
131.1
, 66
1&5
45.9
72
61.3
103.2
150.0
150.0
150.0
72
20A
44A
63.9
1202
72
� 15.1
42.1
78
47.3
95.3
150.0
150.0
150.0
78
18.8
41.0
59.0
110.9
78
-
-
-
38.8
18
60d/8'
u4�
tt 1- 2
89.3
150.0
150.0
150.0
150.0
18
84"
56.3
122.6
150A
150.0
18
132"
-
31.6
45.5
120A
24
67.0
150.0
150.0
150.0
160.0
24
42.2
92.0
132.4
150.0
24
23.7
34.1
94.8
30
53.6
142.3
160.0
150.0
150.0
30
33.8
73.6
105.9
160.0
30
19.0
27.3
75.8
36
44.6
110S
150.0
160.0
150.0
36
28.1
61.3
88.3
150.0
36
15.8
22.7
63.2
42
30.3
101.7
150.0
160.0
150.0
42
24.1
62.6
75.7
150.0
42
-
19.6
64.2
48
33.5
89.0
150.0
160.0
48
21.1
46.0
662
140.8
48
-
17.1
47.4
54
29.8
79.1
1292
15QO
150.0
54
18A
40.9
58.8
125.2
54
-
15.2
42.1
26.8
71.2
150.0
150.0
60
16.9
36.8
53.0
11Z7
60
-
37.8
66
24.4
64.7
105.7
150.0
150.0
66
153
33.4
48.1
102.4
66
34.5
72
22.3
59.3
96.9
130.5
150.0
72
-
-
30.7
44.1
93.9
72
-
-
31.0
78
20.6
64.7
89.5
1238
150.0
78
-
28.3
40.7
86.7
78
-
-
29.2
18
57"
62.6
150.0
150.0
160.0
150.0
18
96"
37.7
82.1
118.3
150.0
18
144"
24.3
35.0
97.4
24
46.9
135.1
150.0
150.0
150.0
24
-
28.3
61.6
88.7
150.0
24
18.3
28.3
73.0
30
37.6
708.1
150.0
150.0
150.0
30
22.6
49.3
71.0
150.0
30
-
21.0
68.4
' 36
31.3
90.1
150.0
150.0
150.0
' 36
18.8
47.1
59.1
1438
3fi
17.5
48.7
42
26.8
77.2
131.1
150.0
150.0
42
16.2
35.2
W.7
123.2
42
15.0
41.7
48
23.6
67.6
114.7
150.0
150.0
48
30.8
44.3
107.8
48
-
36.6
54
20.9
60.0
101.9
146.8
150.0
54
Z7A
39.4
95A
- 54
-
32.5
60
18.6
54.0
01.7
132.1
160.0
60
24.6
35.5
86.3
80
66
17.1
49.1
83.4
120.1
160.0
66
22.4
32.3
78A
66
26.6
72
78
15.6
45.0
76.6
110.1
160.0
72
20.5
29.6
71.0
72
24.3
41.6
70.6
101.6
150.0
78
19.0
Z7.3
6fi.3
78
22.5
18
63"
46.3
133A
150.0
150.0
150.0
18
108"
25.5
57.7
83.1
150.0
18
1S0"
31.0
85.1
24 -
34.0
100.0
150.0
1500
150.0
24
19.9
43.3
62.3
150.0
24
23.3
64.6
30
27.8
80.0
160.0
160.0
160.0
30
-
16.9
34.6
49.8
136.3
30
18.6
61.7
36
232
60.7
125.2
150.0
150.0
36
0.8
41.5
113.6
36
15.5
43.1
42
19.9
57.2
107.3
150.0
150.0
42
-
-
24.7
35.6
97.4
42
-
-
-
36.9
48
17A
60.0
93.9
135.1
150.0
48
21.6
31.1
85.2
48
32.3
64
15A
44.5
83.4
120.1
160.0
54
19.2
279
75.7
54
28.7
60
40.0
75.1
108.1
1600
60
17.3
24.9
68.1
80
253
66
30A
68.3
98.3
150.0
66
15.7
22.7
6ZO
66
23.5
72
33.3
62.6
90.1
150.0
72
21.8
56.8
72
-
21.5
78
-
30.8
57.8
83.2
150.0
78
19.2
52A
DUZI90 IIII PR00 CT PRODUC
PROmDUDu CT
3
PI
TYPICAL MULLION ARRANGEMENTS
-MCR6 TO 6E NWm8 D
IMDE RECTMV SPADE
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
WIDTH (W) = W1 + W2
2
I
b90
T 125 1.000
A6EJ beB y r'� IWO 1.500 rn � i
Ib� p
30W aev�e�' .125 .129 Ot0 h�
i
1.405 4.000 4.000 3000 O N9 1]32 062 o m IS m o
2% 4 4Ap00� 3000 r
m 0 0 emSTO, TUB
q4�
MULuoN 114
�4sw� wwoaw FILME �J i ' z
2X MULLION CLIPL I I
BOW -TB 2 X 8 ]�rl •102 Ass In
�Idm m 3 i O o
1�L 1
BE
NOTCH •L• 6.004 STD. TUBE 11X6 4 1 X 4 166¢ STD TBU83- B ION CUSTOM MULLION m
�2• aP110NAL MULLON STD. TUBE MULLION 1 X 3 W R
CUSTOM MUW
LLION WW-TB CUSTOM MUO
BN mW-TB a S
60W-Te
. 4 4 , 4 Ixx: 2.168 ink In: 2218 in! E• N ppp
In: 2.355 m. Ixx: 2.355 In, In: 2.445 m. 5 z
I ire 5 ] Sxx: 1.445 in. Sxx: 1.479 I?� � � �E I Sxx: 2.355 in. Sxx: 2.J55 in. Sxx: 1.445 in. U III...-20m (M GE FRAME) (FIANCE FRANE) OM FIUkE) ® ❑
v
SMNOAROTUOUM..IW SHAPES 2.000 �T
,i 11P. WALL ALL
KLOY a 60W-T6 1.500 Ej
•Jm II TYPICAL
:i ftAZWG PAOWCI
1 .ISO 1I�— aw 4 `
:J.O I Ib25 d
21p0 'I® 2P50 1 ,
•Mp0 l 1
6,000 /11 SM.S. 4F
4Sm 012' O.C. 4600 ]�
1% MULLION CLIP 3BW 4900 3625 3 m
BOB.I-TB m .9
MULLIONS CONTAINING �od
'L' xaT� •L' TYPICAL GLAZING PRODUCTS C4.A
n
OPIroNAL HORIZONTAL OR VERTICAL PrtooGCFA9Ws6o
.a1,w0sWlWwrmam
SEE ASrrK OA DOOR APPROVAL FOR 2 x 6 2 X 4 Bull'I . ,
fASTfTlFJ6 SZEs ANo sPACYxc STD. TUBE MULLION SfO. TUBE MULLION I n nb
mW_m BOB.tTs
IA2:19.648 in In: 7.649 ink Nu.
CLIP LENGTH Sxx: 6.549 Ind Sxx: 3.825 in!
•L•' �'I''� RECTANGULAR ALUMINUM TUBE MULLION
MULL "L" C_ k
INSTRUCTIONS: USING MULLION PROPERTIES ONLY
HVAN USE CITS D SAWA AS F=M lffftf flMr...JA
a tlg,AA
STFP 1 oElrmm+E oEaw Lnw REouWm FOR pu+TlwuR cxNWc. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT rf`'.,r. ; . •. ;b�'�'y,,
AND CAN HE USED WITH ALL LAWSON'S MIAMI-DADE �- •, n�
STEP 2 USE APFROhOZ6 GIA3 PRODUCTS UEETWG MOVE LOAD COUNTY APPROVED IMPACT AND NON -IMPACT PRODUCTS. u n uT
NOTCH PEOWIIEMENTS ,v O I'J'• J.
L4OOHIL
2 % 4 3.688' XI ,STEP �} USE CONNECTION TO MUUN AS PEA PRODUCT NOTES:
0: .�, j • j
APPROVAL
]25 WN. STEP sPutw MA}IMuM sXM sPACWo. 1. REFER TO THE GENERAL NOTES ON SHEET
OURR OA
tam NO SHEET 5 OF 10 SELECT MRDON SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. `T
L ALL CUPS AND ANGLES ARE TO FITEP S S vmH oEsnx wAxO RE MM OMN LOAD SPOOFED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR
SNUG INTO TUBE MULLIONS.
MORE
ANGLE CLIP 2. WHERE ANGLES ME NOT FIT SNUG USWG MWOR TARES 0H SxET B TMU a AND ANC110T! CHUMS a
BOg}Tg INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SxEET 9. SELECT M48OR TARE M DESIGN RKIWO 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION']
--2n00 ANCHOR DETAIL AT SHEET 9 OF 10. M AE 1xw THE DESIGN Uw SP=EO N s I Amrt. ARRANGEMENTS OR STACK CONFIGURATIONS. a
m
l X 2
1.688'
1 X 3
2,688'
1 % 4
3,688'
2X6
5.688'
�p
1 1/4- MIN.
EWE 1 TT.
MIL
CUP
MIN. EDGE DIST.
5/16• TAPCONS 2-3/16" CONCRETE OR
1-1/2• MWD N. DDIPINMT*N-\ 4" HOLLOW BLOCK
PER ANGUE
Hamm CUP
MNG E
T POONS
5/I6' TOONE;
O
1-3/4- MN. EMBED MID MASONRY
�
,{
3 PER M'GLE
V b
O
<
CO
n i �
Z
e
n�
Noe u
'mrc"
o
•
la
4a
z
0Z q
z
x
0
Asa
li 11 2 X 2 X I/8'
WOOD RUCK
1U,
i i
I I
I
i
YmDD 6ULN
Y Y
LIX R MNG FiID
,1 11
11
AUDI Anil
p
q
4OF,
R
p
..1
ANCHORS TYPE 'D' (INTO BLOCK)
U
F
5/16• UPLons
1-1/2' MM WOOD PETIEIPARON
1 PER ANCL
ANCHORS TYPE 'G' (INTO CONCRETE)
'
-
ALL CLIPS AND ANGLES TO FIT SNUG
4 ANCHORS THRU IX BUCK
INTO CONCRETE OR BLOCK
a
I�
\z
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FIAT HEAD.
1"0" & 2"X4" MULL
W
ON
U
I D
MIN. EDGE DIST.
2-3/16" CONCRETE OR
(n
i
4" HOLLOW BLO
K 5/16' TAPCONS 5/16• TAPwHS
IJ
MOD OMEN
1
I I
ill lli
I I
AAu2N CUE
.
1-3/4• MIN. D INTO MM1WW WNRI' 1-3/4' NWEYR . ED UJfO YASOMM
2 PER EMS)
(1 ON EW 1 G) 1 PFR INGI£
ALL CLIPS AND ANGLES TO FIT SNUG
INTO TUBE MULLIONS.
TAPCONS MAY BE HEX OR FIAT HEAD. L I
ANCHORS TYPE 'A' „
2 ANCHORS INTO WOOD Ii iI Ii
I
i
r--lii
i 7.-, I I
MOD BULIf IX TIDARNO CUP
5D PE TMCONS 5/IB• Iw N6 N 1 1I-1/2' 111N. WOOD PFNETM110N 1-,/2' NW. WOOD PEWETRA�` � I I4 PER Ufl (2 ON EACH µING)� 0 1 I I I I I
�I e
ANCHORS TYPE 'C' (INTO BLOCK)
• '" �� ANCHORS TYPE 'F' (INTO CONCRETE)a ,
2 ANCHORS THRU IX BUCK
INTO CONCRETE OR BLOCK
Ili_iI hillu LELMRNG LUP'�M2•M ZWOODBUCKidQ` r___------ ; DuIIBII�G� c /{40708.
O / 08.08
AmDllmroNO F/ -;
ANCHORS TYPE 'B'�-
4 ANCHORS INTO W000 AxnwR Ed'AnoN NmmlT2nae Pmauu Canwl ,�l+r,n
91
!. EDGE DIST. 5/I6' TAPmxs
5' CONCRETE OR 1 3/4' wN. Dam MI6 WoNNY
IOLLOW BLLDDCDN 1 SI w+ MH MG) a/Is• T
MIN. 1 P ANGIE
\z • I'
M-
1
I.
CUP
2 ANCHORS INTO CONCR OR CEMENT BLOCK
ALIERNAM ._
AN MR IOC\RON /
f 1-]/4 R
YASON
2 PER N
I ON FACN wixG)
MIN. EDGE DIST.
y
2-3/16' CONCRETE OR
K
s
4OLLOW BL CK
5/IO" T Ns 5116' 7A S
3/4
I-]/4' ux UABED MO YISOHRY IJ/4' IYN. MHE6 INTO W NRY
4 Pm CW D ON F/LN RINO) 2 PER ANCIE
b b Q
E.l
F
ti
IN.
M m y
V
X
<
P 6 T U
M b
3
z>
z
z
N 1� 1
yy.
II CONCRETE ON1 u
CDAMT BLOCK I I
[]
J
I
f 11 11
2 X 2 N yr
AM ANCIi
a�
2 JI76
CD
\ i MIN.
I2A.G I IIl I
� �
1
I
a 1/
MIN.
NOLL
6
WF
YPE 'D' INTO BL9 K
ZANCHORS
rA1W
Sryy.T
PE 'G'O
CONCRETE OR CEMENT BLOCK'x4'
& 2'x4' MULL
p(2./mr..
ONS
1-3/4.4 NO)
ii ii
TALL CLIPS AND ANGLE TOW G I
IMO TUBE MULLIONS.
I_WO T
\
4
S MAY BE HEX 0 fTAT HIM
:: w'. �'i
rRODUCY ILRvls6o
wwInRlYin81M611Ee FIuAJo
• ,'
//]] Q
nullail,e Cotl R4 OCJ
I:IPS
1TfP
WE
OR ANGLES STAN CO DIRECTLY TO MASONRY iN BE PROTECTED
AI COATINGS, SUCH AS BINMINOUS PAINT OR
ALttNwm No_
o Daso
/
WA
MRESISTANT
-WHITE
—WHRE METNACIMATE LACQUER.
�x. LueEo
FA INGLE
e�uem1 daho6uLl wuo-a
2K6
EDGE DIST.
CONCRETE OR
)LLOW BLO K 3_3/4"
MIN.
5/I6' TM 115
1-3/4' MIN. EMBED IWO AVSOWY
4 PEN CLIP (2 ON UCH WIND)
' I
CLIP LE TH
5 11/16-
ORS TYPE 'E' (INTO BI
2S TYPE 'H' (INTO COP
ANCHORS INTO CONCRETE Of BLOCK
2'X6' MULL SHOWN
MULL
"L"
2 X 4
3.688'
2 6
5.688'
NULL I6' TAPCONS
-3/4- MIN. EMBED INTO MASONRY
4 PER CUP (2 ON FACH WING)
1 3/4"
MIN.
_6 MALL
a
�i
ALL IPS AND AN
INTO BE MULL
TAPCON BE
CLIPS OR ANGLES CONNECTED DIRECTLY '
WITH ALKALI —RESISTANT COATINGS, SUN
. EDGE DIST.
i' CONCRETE OR
OLLOW BLO K 3-3/4"
MIN.
.I. .t 4'1 •M
A
5/t6' TMCONS
y
Y
1-3/1' IAN. OWED WO MASONRY
4 PER CLIP (2. ON FACN MNC)
O
q
N
y1
b n
mInFz
Mb
mom V
y5
p
PpN
O
qq
i
C
o
1.
OD DU K m I
no MU 5/I6- TAPcon '� .�
1-3/4' IAN. EMBED IWO MASONRY yy
4 PERCUP (2 ON LICH WINO) ? Oaq s
2
__________________ __________ I 1 3/4"
1 I MIN. ()
I a
0 �zy
® At a tl1
� � w
CLIP LENGTH
MULL
"L"
2X4
3.688'
2 X 6
5.688'
1 e�
< N
� � S
Ix
;LEE TO FIT SN ANCHORS TYPE 'E' (INTO BLOCK) * ? $
)MS. ANCHORS TYPE 'H' (INTO CONCRETEI
'LE OR FIA HERO.
4 ANCHORS THIRD IX SUCK $
0 MAS RY TO BE PROTECTED INFO CONCRETE OR BLOCK e
H 89UMINOUS PAINT OR 2'X6' MOIL SHOWN ,
PRODUCTRUVISCD
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Bii lBiuBCliMc O O O
Acc:DlnncANn
- 9z 8� 8
IMP
�y,�
„
4timtl(3, tle lVofiuci C
IIN. EDGE DIST. 5/m' Twocoes
'16" CONCRETE OR 1-0/4' UN. Elmm Iwo susDemr 3-3/4"
HOLLOW BLOCK 4 TOTN (2 oN acN MNG) MIN.
I III lit
I I II II
2—7/16-I
--= M1�2s1 a. 2a6 NUA 1 I 1 I
]x2X I/
i J LJ .N1lM Nm
1 i I
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
WATER -WRITE MENUCRYIATE LACQUER
LOCATION OF SCREWS CONNECTING
ANGLES TO TUBES WHERE ANGLES
ARE NOT FIT SNUG INTO TUBE
MULLIONS.
5/16' MYCONG
1-3/e' MN. ENBED INTO VAWNW 4
2 PER MGU".
2 X 2 X 1/B'
AWM MME
.i
:DGE DIST. ft
CONCRETE OR
LOW BLOCK
t�nr��an�
�El o 0
OPTIONAL ANCHOR DETAIL
MIN.
ANCHORS INTO CONCRETE OR CEMENT BLOCK
CLIP LENGTH
MULL
IV
1 X 2
- 1.688'
I X 3
2.688'
I X 4
3.689'
.2 X 4
3,688'
2 X 6
5.68V
1. ALL CLIPS AND ANGLES ARE TO FIT
SNUG INTO TUBE MULLIONS.
2. WHERE ANGLES ARE NOT FIT SNUG
IWO TUBE MULUONS, SEE OPTIONAL
ANCHOR (DETAIL AT SHEET 9 OF 10.
ANCHORS TYPE 'I�
METAL TO MEEK CONNECTION
USE CHARTS TOR ANCHOR TYPE T TO VERIFY CAPACOY OF CONNECTION
YRODUCTREVISBD
m romplYiur whLlLe FlalWo
CUPS AND ANGLES TO FIT SNUG
p
n�nm�„coea ,E OQ Op
Artryum.e Nu CJ
rALL
INTO TUBE MULLIONS.
P- ihi
202
TMCONS MAY BE HEX OR FLAT HFAO.
[.OunM L W c I'r W nd CbMol
30318
57
m
4l 1NG
PRODUCT
GU WG
PRODUCT
741M I Da I Da 1 28 1 118 1 im I v I ID2 I IW I Da II ae I 12D
84 1 3 w I e I IN I 1W n 11615) ea la 132
96 28 53 61 01 121 M - IM I 1M 1 72 LB 144
108 z3 m s e1 2o e 1w m W 1I ae._] 160
M'CHOR/CUP
HOR20K& UUUW0.
— "clulNa
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3
GU21NC
0
PRODUCT
PROwDUDu CE
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3
u
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RNCXOR)CUP
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MULLION
ANCHOR
CLIP NOTES:
_
1.
FOR CLIP TYPES AND ANCHOR CONDITIONS REFER
TO SHEETS 6, 7, 6, & 9 FOR DETAILS AND NOTES.
2.
REFER TO CHARTS ABOVE TOR MAX. DESIGN PRESSURE
3.
SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN
THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING.
4.
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
5.
INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED.
PRODUCT REv44CD
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