HomeMy WebLinkAboutSUBMITTED PAPERS_2SCANNED
BY
St. Lucie County
MlAMJ
. . . . . . . . . .
MNIST NOMMON
BOARD AhdltOOF AWN -RA'V '10
1120 SW Poma:-MiVe,
Paim tltv FL. 349,00
Scorn:
the applicable rdles and
and :other. areas,Whem
�I�DI•o3�
A11AN114mm, c ouNty
,1 ts05`9W k,5trect,loom 208
NPO' j.. Fldri da , 33175-2474
T . .F: (7s6) 315-209
etidp lliatOrials" The
(C66tro[Secti Op W be..
(A".
Tujs'140A, stall ndt`bt *aUd. after the exptra on ditte stated below. Tfie;MiatniPadiy CduOV, Product Control SCO6011
{Tn Tt?ltami Dada Catinty) andlor tlic:AT11(n;nreas thCrtliai R�iattiiDacic Cottnt}) reserve; t#te night to laVc this Product
or nlatedal tested,for, Y assurance putpo dinatulp duality se J k6l in pid! r'. tfle
mat uActuterwift incur the such teMingano-VIP, A, 11)nviy iminedlately.tivoke, modify; or suspend the use
Qf:SudVpfOdud,*,material iwtill, their"jais kqt,i.6it RFR rest rwls;tite-Agjittbrcv6kc this at CPlpliqP, if it is dctermined:by NliAnii=D.iide<County,'Pr.odit"ctfC6.ittr.o'l.SeetiOh
oft! le�app I
This,jiloductis AlioMy.'ed as&gcribod hdrOifi, and bAk Won, ign., g
di�ti' vd t w thlb Plpfida Building
iiclttding-tllcliiillvclocity*Hurricane Zoic.-Pf,iher-lbIi.da-Buitlug Code,.
1)ESCItIPTION'. 5-V Metal Roofl5ystem
LAB)LING;;hOIt shrill -beat -4°;ppt Ystate-and followillb
s . tatement: "Miami-Dado,County,Prodlict, Cbjitrol Ap.proved'!.:uii'leiis,6iii.e4l;i6 noted herdq.
RI. Np,YALofthis.NOAAW - ion lmg�beowfiled and -there: has been no change.
in theapplicableWilding cone negatively offcedn�ilhc. pdrfblriiiangd,of tljis,_ Ordd4et.
at i 411
UJIM'''MATTION' tit .thisNOA,will t)ccurafter'ilit.exi�iritioti,.d�iteorz:iftliereliashe6n:gfev.is,ioii.Gt,�ch ii e
ro 'Okas',amendorsen ntofaqvvroduct� for
materials, use', ai d/' t fd P,.. . 14
1— pr4mmume 0 of- the. Dt6(hICt-,Qr.- - ocss'-� Misuse thi's Ic
entsing ooth
er r purpotesshall autdiii-atkally. terminate,,t] n' NQA- to-eoln61v:m!itlI:anp ation of
.
this : NOA shall bc:cause lfor lenninatibn and temovat of NOA.
MV'Ltqdj0�M-kNrr: Oc'°-NOA tttunber ':preceded iby'the w r Mihmi-Ndo, County; Florida, and fbllowvds by the
expiration- (late m, WAispl ifigl lf— otv th ,NO is',dis Aayed,:thdn it shall be done
aY -fanyeo-bf(fi, of �
Al
4). its cniirqty;
TNV.. ChO Nentire re
shalfbe.available for liuspection at -"the job.site:attlmre 'que 9t6fthJ&,1hildft 'Offidal.
ng
This"revtst s
TOM 1*1-,
Thizis4 Mi(Wd (WOOmitatio-wwAs reviovcct by tjbxligora;
`MMIAMMADECOUONTY
NOA No.; 124 009.0.1
ApIwO.Val Dote; 0111,241 13
'Page 1 of 5
9
4
v
Cut ego I.,y:
Roofing.-.
j!!latei talc Steel
Alailnlilm Destgit Pr'cs,Sllk.e 48915.'pf
TRAOF, NAME&OFTRODUCTS MANUFACTURrimoRl OEU.P.. ByAl . . rVLICANT:
rrodi.pct
PI'lAuct, Dimensions
Dac&fioi
54 Cqmp Pancl. I =- NlridW4
TAs flb
cldit6siojl. rcsi-stailt i,galvanized;,
W,=,')A.
preformed, lapped, OMQ*djjrefmiMied,.
min. ThickoessvA019 thicil.
metal pallels..
pnih yield' strength: 551si
Trilil.plece's
tAg.j..l.b.
qtatidard flashing and trios pieces.
w = varies
width.
L. Pain City,: FL.
E,viDr!;NcESu0MrrT,9I):
Test--ALO&
Test Identifier`
Test..Nam&Report
Date
IiiiIAO nq: Test
04 fZ404 7-05'
TAS, 125,
Oct..2QO5
U40ra(073hip.
ASTM G,23
Opt, 200.1
ASTMS' I 1.1
NdA
FM& 01 01 '8 —6, -62-J
TAS400.
hin.2606
Arcl itecturat R. ting
08.940, 1.450- l-.8
09/28/12
NbA ma.. ,114,000.01
:KMLAMI-DADEC2UNTY'M Expkallail DatcA5104/16
-Appraval j)Aie-A1124/1.1.
poge 2 of S
AI'Pltt;tVU ASSE14I13iLiE;3
S #sfeiir';
Sunla.sfMcialA lnuS'N, Metal, Roof` panels.
heck Type;.
Wood; Non=.Insulated
1)ectt Ucsct iptinur:
Ne%v Construction or. lte-Roi f
19/32" or greater ply%vd d or:Ny od plank;;
51;ttpe Itaiges
2": 62„ or granter
iVMayiiilum. Ul lift-
See Tattle A l elow
rresstu•e:
_
neck Attachinent:
Ili accoidai ee tvt#h :il�plrcable B.uildiitg C'ode,'btrt Int o case slt�tll it'ta'e less than 8d ring
shank;naits-spaoed '6' o;c, ln; rerooiiitb, tvher'e tticiieck is Icss" tttari'�/3�" thici. (M; ii%tti itn
t`lsz') Clio above attncl ntent°uiit tluod "niust"b"o" ty uddifiart to existirtg;aftacitrnetit:
underlaytl>ent;
Miiiiinijmuii(lerlaytiietit.shA]I,,be,,,iii ASTM D 22GT.y i I[, installgd .Wkii: a mial m 4"
sitfc -tap; anct":end lulls Utidezihynicit stitttl lie fastc}icd:with approvcdhcorrosion resistant
#aAdficrs Mid elates 5lsaced l2°' o c..On the labs and two ra �is;spaceti 2�1" n c in ftre fieldof
roll. Oi, 7ny approved inderlaymeaf iuvulb a eurreiit NfJA..
Kke Bat r icr Board:;
Any approved fire barrier haVinl; a current NOAi Refer to:a current fire directory,listing for
Gre"ratitgs pi'ttus roofng sysfet�t asseipbly=as;vell As;;tire loca#Ian ofthe fre'fsarrier.:nrithiir.
tha.rrssenilily..Sve i.it�iitatiori":�"=I".
galleys;, VAOy>constrtictton st all do in,cogipfrance with Roo. itrg Appl..tcpition Standard RAS-133
acid"tyifti Stiittast "Meta l' Inc;.,s Ortcri(:p tblished insla 'a loll in
`strttct ns;
ilie01:Pa eels ai d Install;die "Sunlast Met *I in compliance with
Accessories: Suritast Metal 1ttc.'s citrxettt, published to t ttlatiait tnstrn'ylron's 'atid, details, FW111111,.
penetrations, .valley aottstntciion and other tletatls.shall be constricted in compliance: Nvith
Olemain ntum. regtlit crncrtts provr4ed:in Roofing Application Standards RAS 133.
Patief.sliall:"be". fastened .to the &Ck xvith a minprnim of #l4 sharp oirit :straws With tiex-
washer bead with neoprene stating %vashers"af suffeicnt length "tii fieneir►tc `tltrottb}t the
sttcatltiig n mirittttim: of/ra iitel
raste►iers sttatf lie installed at.asnolninal spaeing of TV:o.c. perpen dicular faille slope ofthc
t oof, .at: ilie top of the. major tr~orrugotions; in; aecortlanc a �vkth th¢ 6tarl herein. :Fastener
rows slink .continue tap the Ct tiry leiibni "oi.tlte roof;(paml:ler to tlte.roof sloj�aj staI ting
from parcel endk.and.shall."be ata maatmum";spaw g as de"scribed" olo-Wi"in TAble A.
MIAMI•DADEGOUNT,Y Txptratton Drite; 05/04lull
Approva# Date; 01ix6 13
PagV:t:4S
I Fire c aswic'-woll-is 110tvaut of tfii'� oment Ap
tI Oitectory f6t fire
f ilfgsvfthisvro
2, The n axmitim designed pry ssure listedHereinshall be, ;ippli-cabl,clo qll.-Toof'pr.qs4ure.7oIIes (ix, field, pedinctersi
ultip'nal analysis; extrapolation shalt 'lie .permitted fhr coliptiecclf�tstenng.'at eiihanced
'panels way WTW.K. toi-iidgo. Maximilin leogitissivall be described
'g,00ri.i!g,AI)I)Iicitioii,..Staiidard-,RAS-,'13'3
4.: All-pancksball, be pennanently Wbeled"w"ifli Ilia, i a n4.fhcuWqr!s, 44mo, at) iltir, logo, and 'the foll.ovvi
. "Miaini-Oade County Product mith"theMiami.: Miami -Dade dounty'Product Control ScaL.asseen
b010!�. �All" 11PO' 'I' if h p jim fitly la��ejc&'N flvt(�C,m 4faetorer!nameuOor lqMatidior modeL
MIAMIOADSMUN.
sv jirqducts lisicil".1torcin shall have aqiiatitya-,,q-tit.aticc,,,audi't in,accordancem-ftb theTloriffia Bididing Code, and
d'
. CMIAMfflricou
NOA No.. 12-1609.01
Expirmlow.nate.. 05/04116:
Approval-Daie: 01114113
Page 4: of S.
l
MtAMMADE COUNTY
PROFILE DRAWING
'SUN AST )VIETAL5 INC.-V'IVIIFTf1I, I20QT�.,T�ANCG
EN:D QF THI�`t�1CG�:'TACE
NQA No 12 0..09 01.
i xpii ation Dutc 0, %;'?M G
Approval DAtC. 4014/0>
pAgc5of5
It_ --a
MIAMI-MiAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamldade.goy/pera/
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
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 AHJ
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
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11FD-750" Outswing Aluminilm French Door w/Sidelites — L.M.I.
APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact",
sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/1 l,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the. Notice of Acceptancemumber 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 NOA # 09-1028.10 and consists of this page I and evidence pages E-1, E-2, and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 11-1013.24
Expiration Date: February 24, 2015
wN•aMEC01Nrr Approval Date: November 24, 2011
IF Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
through 12 of 12, dated 12/23104, with revision E dated 10/12/11, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test. reports on: 1) Air Infiltration Test,
2) Uniform Static Air Pressure Test,
3) Water Resistance Test,
4) Forced Entry Test, per SFBC 3603.2 (b)
along with marked -up drawings and'installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez, P.E.
(Submitted under NOA # 094028.10)
2. Test reports on:- 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94,
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
(Submitted under NOA # 091028.10)
3. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum doors of OXXX
configuration, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05 0419.03)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4528, dated 02/14/05, signed and sealed by MEdmdo Largae P. E.
(Submitted under NOA # 05-0419.03)
M nuel ere , P.E.
Product ControLJLxOniner
NOA No 11-1013.24
Expiration Date: February 24, 2015
Approval Date: November 24, 2011
E-1
PGT Industries
NOTICE OF ACCEPTANCE:, EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 aluminum doors of XXXO
configuration, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0419.03)
6. 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 aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0419.03)
7. 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 aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0103. 03)
8. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum outsviring
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0103.03)
9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0,103.03)
Dvknel Perez, P.E.
Proddt!Cghtrol Examiner
1q0A No 11-1013.24
Expiration Date: February 24, 2015
Approval Date: November 24, 2011
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 10/01/09, prepared, signed and sealed by Robert L. Clark, RE, updated to the
FBC-2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E.
2. , Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.10=0922.09 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11A 1.
2. Notice of Acceptance No. 09-0223.05 issued to Solutia, Inc: for their "Saflex Multi -
layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14.
3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex
Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13,
F. STATEMENTS,
1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's
work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E.
2. Statement letter of conformance with the FBC-2007 and FBC-2010, prepared by
manufacturer,. dated 10/11111, signed & sealed by A. Lynn Miller, P.E.
3. Statement. letter of "No financial interest", prepared by manufacturer, dated 10/11/11,
signed & sealed by A. Lynn Miller, P.E.
4. Letter of lab compliance, part of the above test reports.
5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq
Chanda, P.E.
G. OTHER
I., Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD-
750" Outswing Aluminum French Door w/Sidelites -- L.M.I., approved on 02/10/10
and expiring on 02/24/15.
MOmPerez, P.E.
Produe Con I Examiner
NerA No 11-1013.24
Expiration Date: February 24, 2015
Approval Date: November 24, 2011
E-3
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZING OPTIONS:
A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT
BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM.
B. 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM.
C. 716' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 311W HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER.
D. 718' LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER.
E. 7W LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE,1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.09D PVB, 3/16' HS). NOA DRAWING MAPTOPIC SHEEP
F. 718' LAW I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/18" HS,.090 PVB, 3/16" H% GENERAL NOTES ............ 1
CONFIGURATIONS ........... 1
G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS ........... 2
(3/16" A,.075 VANCEVA, 3/18" HS). DESIGN PRESSURES...... 3
ELEVATIONS .................... 4
H. W LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5
(3/10' HS,.075 VANCEVA, 3/16' HS). HORIZ. SECTIONS ........... 6
PARTS LIST ...................... 7
2. DESIGN PRESSURES: TABLE 1, SHEEP 3. EXTRUSIONS ................... 8-9
® NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300-02. ANCHORAGE ... ................. 10-1
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300-02.
3. CONFIGURATIONS: X, O XX I,(O PA XXXQXO. OXX, OXO, XXkX XXO OXXX. OR O� WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.
ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE. XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE /iBauCT vsu o
FRENCH DOORASSEMBLY BEAM IS USED TO ASSEMBLE X XX AND �r PV a with r �nn�
O UNITS TO MAKE THE ABOVE CONFIGURATIONS. rw _ I
4. ANCHORAGE: THE 33 W'/o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11.
6. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT.
T. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-0315, FTL-4527, FTL-4628, FTL4529, FTL4530, FTL-4921 AND FTL-5941.
® ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION
ADM-2005 ALUMINUM DESIGN MANUAL
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
........
LLIZ
uj
ow.mes S." EIOFI Z:
GENERAL NOTES AND DRAWING MAP%�0� •.. F�oRRP���:
ra a +aae ALUM. FRENCH DOOR 8 SIDE LITES, IMPACT c'SSIONp`i�
�pxgM&,tv4 ra.eer srr a.s u.ar A LYu1�MIILL�R,P.E.
FD76o FU 1 • 12 8000.11 ME P.E.# 58705
116" NOM.
3M6" ANNEALED OR HEAT STRENGTHENED GLASS
.090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER
3/16" HEAT STRENGTHENED GLASS
91 OR 92
5/8"
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ PVB INTERLAYER
--i 7/8" NOM. I--
7/16" NOM.
- 3116" ANNEALED OR HEAT STRENGTHENED. GLASS
-.075"VANCEVAINTERLAYER
—3/16" HEAT STRENGTHENED GLASS
93 OR 94
518"
EXTERIOR N I INTERIOR
bi
GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ VANCEVA INTERLAYER
---4 71W NOM. 1—•-
3H6" TEMPERED GLASS 3/16" TEMPERED GLASS
AIR SPACE AIRSPACE
3116" ANNEALED OR HEAT 3/16" ANNEALED OR HEAT
STRENGTHENED GLASS STRENGTHENED GLASS
.090" DUPONT BUTACITE OR SAFLEX/ 075 VANCEVA INTERLAYER
KEEPSAFE MAXIMUM PVB INTERLAYER
3H(" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS
95 OR 96) r\ I 1 I ' I I 1 197 OR 98
5/8" GLASS // mM L_J I P%.II I nrl 518"
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ PVB INTERLAYER
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER
ro7EawotWVDM E GLAZING DETAILS
NMIM4 FL W75 M.
ALUM. FRENCH DOOR & SIDE LITES, I
U 2 + 12 8000-11
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A. L�td1 PALLA, P.E.
FL P.E.# 58705
Table 1. Maximum Design Pressures (nsfl
Configuration
Width (in)
Allowed
Glass
Types
Height an)
79 3/4" (6)
83 3/4" (70)
87 314"
91 314"
95 we (80)
French
(30)
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Door
jX37"
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Full
Jamb
3611/16"
A,E
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0,
-80.0
+70.0
-80.0
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
.100.0
Sidelite
Narrow
Jainb
3011/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
ockI.0
-100.0
+100.0
-100.0
3311/16"
C,G
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
.100.0
+97.4
-97.4
3611118"
A. 13, E, F
+70.0
-811
+70.0
-80.0
*+70.0
-80.0
+70.0
-80.0
+70.0
�80.0
C,G
+100.6
-100.0
+99.9
r99.9
+96.3
-95.3
+91.4
-91.4
+87.9
-87.9
D,H
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
- 7/16" LAMI (3/16"HS,.090 PV8, 3/18"HS)
- 7/16" LAMI (3/167A,.075 VANCEVA, 3/16"HS)
- 7/16" LAMI (3116"HS,.075 VANCEVA, 3/16"HS)
- 7/8" LAMI I.G. (3/16"7, 1/4" AIR SPACE, 3/16"A,.090 PV8, 3/16"HS)
- 7/8" LAMI I.G. (3/167, 1/4" AIR SPACE, 3/16"HS,.090 PV8, 3/16"HS)
- 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3H6"HS)
- 7/8" LAMI I.G. (3116"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HE
P.Q 2 167D
Nacwr�s, a am+
UPGRADE FTL4311, 4312,
FTL-4527, 4628, 4529.
UPGRADE FTL-4527, 4628, 4529.
FTL4311, 4312,
UPGRADE F7L-4311, 4312,
FTL4527, 4528, 4529,
UPGRADE FTL-4527, 4528, 4529,
ALUM. FRENCH DOOR &
FD750 I NTS 1 3 + 12
ORHAN
LENGTHENGTH
LENGTH
OVERHANG
HEIGHT 0
c
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SILL
(PART 10, SHEET 8 OF 12), THE
OVERHANG HEIGHT MUST BE GREATER
THAN THE OVERHANG LENGTH (SEE
DIAGRAM). IF NOT, THE MAXIMUM
POSITIVE (+) DESIGN PRESSURE IS
LIMITED TO +60.0 PSF FOR ALL STYLES
AND SIZES OF THE DOOR AND ANY
ADJOINING SIDELITES. (REF. FTL-5041)
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' STATE F ,
ITES, IMPACT S/aNAL�`��`
A LYNIWIIIALL�, P.E.
8000.11 E FL P.E.# 68705
7313/18" MAX. WIDTH
r—
95 3/4'
MAX
HEIGHT
ALL
OX OR XO
37"
MAX WIDTH
25' MAX
bL0 ALL
UNITS
/
791/8'
MAX
DLO
ALL
�110 5/8' MAX. WIDTH 145 318" MAX. WIDTH
OXO
r-71 314• NIAX. WIDTH—1
AIQ AA/AQn
OXXO (SHOWING EACH VERSION
f MAX WIDTH
NOTES: X XX O (FULL JAMB) O (NARROW JAMB)
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11.
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
o
Fx mrun a mcummumahwrEXAMPLE ELEVATIONS
1R m2m 0 N0fHANWD04HW NORGH9$ J�776
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VERTICAL SECTION A
NARROW AND FULL
JAMB SIDE LITE HEAD
MAX.
EXTERIOR
VERTICAL SECTION C
NARROW AND FULL
M&WET
INTERIOR
VERTICAL SECTION B
OUTSWING HEAD
4 OR 7
ORIGINAL VERSION TOP RAIL
21
ALTERNATE VERSION TOP RAIL -
ORKUNAL VERSION BOTTOM RAIL
28 ® 56
ALTERNATE VERSION BOTTOM PAL
VERTICAL SECTION D
OUTSWING SILL
%a vv."IILIPW ♦7CNl/V/YA
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OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE — 1—�
:)W JAMB SIDE LITE
T HINGE JAMB)
CWAWSMS&EEa
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VIB TO HINGE JAMB
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JAMB, .FULL JAMB JAMB, NARROW _ i7 5aio5
SIDE LITE JAMB SIDE LITE
HORIZONTAL SECTION DETAI S
ALUM. FRENCH DOOR & SIDE LUTES, IMPACT �� 9.9
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AND SIDELITE SILL
F--3.018-1---1
.050
O7 #8009 6063-T5
INSTALL PLATE
-�{ 1.278
.062
L_ 2.238
.583 j
Fl •---3.838—�
.050
4.027
1.353 •- 1.033 .050
I r7
1�180 41
Ago_ 1 P
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O ® OUT -SWING SILL O OS SILL COVER O4 DRIP CAP 5 O SCREW COVER
1 7 ::074
082 2.000r-1.940-1
L— 1.376 I 1.496
583 1 L
T'r 3.836—�
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3.990----------+{— .050
A 10 #8056 6063-T6 #8012 6063-T6
20
OUT -SWING LOW SILL STILE
T .075
1.938 .100 1.938 T
1.487
8.250-1 { 4.434--+I
22 #8013 6063-T6
BOTTOM RAIL
1.938 L00
1 —&250
#8013A 6063-T6
O BOTTOM RAIL, LAG BOLT DESIGN
21 #8014 6063-T5
TOP RAIL
#8017 6063-T5
23 TOP SWEEP
L .050
.797
1 2240--�
1 #8016 6063-T5
24 BOTTOM SWEEP
075 075
1.938
1 i • :1 T
4.434 j _2.544-
4A
#8014A 6063-T5 #8015 6063-T6
55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL
P.R WX IUD
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27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 37 #8039 6063-T6
GAR HINGE, JAMB GAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP
.l... 050
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2.622- F
61 #8028 6063 T5
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125� .050
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I 2313---J.
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62 #8029 6063-T5
SL JAMB TRIM
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JAMB
NCHORS
. QTY.
95 3/4' -(5)
913/4' - (S)
3/4'
18.600"
MAX
O.C.
83 3/4- - (5)
79
-(5) 71•
DETAIL A (CONCRETE)
A (SINGLE PANEL)
ANCHOR TYPES:
1 OR 2
JAMB
ANCHORS
HT. CITY.
95 3/4" - (8)
913/4" - (8)
B7 3/4' - (8)
83 3/4" - (7)
79 3/4" - (7)
11"
10.5717
MAX.
D.C.
_1-A
A DETAIL OOD
(SINGLE PANEL)
ANCHOR TYPES:
20113
6 0
3"
i
3"MIN. HEAD &SILL
ATYP. ANCHOR
CLUSTER
(TYPICAL)
JAMB
ANCHORS
HT. CITY.
95 3/4" - (5)
91 3/4" - (6)
67 3/4" - (5)
83 3/4" - (5)
79 3/4" - (5)
® DETAIL C (CONCRETE)
(2 OR MORE PANELS)
ANCHOR TYPES:
1 OR 2
O0"
MAX
O.C.
11"
r
8"
8• 6• ,
3"MIN.
-HEAD 8 SILL
11'
ATYP.
ANCHOR
CLUSTER
(TYPICAL)
10.6i
MA;
O.0
JAMB
ANCHORS
®
®
HT. CITY.
96 3/4" - (8)
(2) EQ.
(3) EQ.
91 3/4' - (8)
S, P• Tom• ,
Sp. TYP'.
87 3/4" - (8)
11"
793/4"-(7)
I SEE NOTE 5
REGARDING
APPLICABLITY
OF ENCIRCLED
ANCHOR
LOCATIONS
A DETAIL D (WOOD)
(2 OR MORE PANELS
ANCHOR TYPES:
20113
ANCHORAGE SPACING REQUIREMENTS:
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1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D
ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE
wM.w.rr
Ct:gq _ 4-�
PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS.
2. ANCHOR TYPES: 1 -1/4• ELCO ULTRACON 2 -1/4" ELOO SS4 CRETE•FLEX 3 412 STEEL SCREW (G6)
®
CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4' EMBEDMENT. 1 3/4" MIN, EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 318" MIN. EMBEDMENT.
3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE)
A
HEAD AND SILL...,..6" MAX. FROM FRAME CORNERS.
JAMBS.....................11* MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX O.C. WOOD SUBSTRATE (DETAIL B).
4. TWO'OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE)
HEAD AND SILL ......6" MAX. FROM FRAME CORNERS, AND AT 3' AND W MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4).
JAMBS....11• MAX. FROM FRAME CORNERS AND 18.600" MAX O.C.
6, TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD SUBSTRATE)
r r r
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® HEAD AND SILL......(' MAX FROM FRAME CORNERS, AND AT 3, 8", 9" AND 12" MAX ON EACH SIDE OF ASSEMBLY BEAM ANDIOR ASTRAGAL LOCATIONS (CLUSTER OF 8).
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4".
�pENs F
JAMBS.....................I I' MAX. FROM FRAME CORNERS AND 10.671" MAX O.C.
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CONCRETE ANCHOR 1/4" MAX SEE NOTE 1
1f4"MAX (NOTE 1) GROUT,
GROUT, SEE
SEE NOTE 6
NOTE 5� 1
D.
;3.4 KSIYIAIN.; ? •L • iv °f SEE
:NOTE 1
TYPICAL SIDE LITE SILL j
(DIRECT TO CONCRETE)
EMBED.
SEE
CONCRETE+:'M NOTE 1
OPTIONAL SIDE LITE SILL
(SUBSILL TO CONCRETE)
WOOD ANCHOR,
1/4" MAX
WOOD ANCHOR,
SEE NOTE 2
GROUT
SEE NOTE 2 OPTIONAL
1/4" MAX.
SEE
NOTE 6
84
GROUT
SEE
NOTE 5 j
M+ .
2x SEE—
M1 •
2X EE
NOTE 3
NOTE 3
® TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL
(DIRECT TO WOOD) (SUBSILL TO WOOD)
)EXTERIOR INTERIOR [�
(ALL HEAD & SILL SECTIONS)
'.'rt:�,;' y; •. ®3A KSI f 'I 1. E_M tEED.
s. `/�� -::•CONCRETE SEE
1/4"®
®.41CSI MIN } `'i:i:•�'EMBED.MAX
NOTE 1 ! M�
w,:".•;::.:: SEE 2XWOOD
S-1024-
?CONCRETE HIM 1318"MIN. SIN � .
'.' NOTE 1 SEE NOTE 3 ri w. 15
..LL IXWOOD
SEE NOTE 3
" - 1/4" MAX.
MAX SHIM
® SHIM
CONCRETE ANCHOR, SEE NOTErT 1 ®CONCRETE ANCHOR SEE NOTE 1 ®WOOD ANCHOR SEE NOTE 2
® TYPICAL DOOR & SIDE LITE HEAD
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE
FROM ANCHOR TO CONCRETE EDGE IS 1 314". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE-FLEX -1 314".
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (GS) OR ELCO 1/4" SS4 CRETE-FLEX -1 3/8" MIN. EMBEDMENT FOR EITHER.
3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1I2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
4. FOR ATTACHMENT TO ALUM: THE MAIL SHALL BE A MIN. STRENGTH OF 6083-T5 AND A MIN. OF 1/8" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAYBE USED.
5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON•SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
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A. LYffNMi1 EW P.E.
FL P.E.# 58705
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(ALL SILL SECTIONS)
CONCRETE
.®ANCHOR
SEE NOTE 1,
114*MAX SHEET HEET11
SEE NOTE
SHEET I I
EMBED.
ON INcm SII ISa
SHEET 11 :;"CONCRETE-?-'
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
CONCRETE OPTIONAL
ANCHOR,
SEE NOTE 1,
SHEET'll WOW
IW MAX. A ANCHOR
SEE NOTE 2
[GROUT, 1/4"MAX SHEET I
SEE NOTE
5.SHEET11 GROUT
SEE
NOTE D5,
j SHEE 11I
4�� q . . . . . . . . . . .
ED.
X13/8, 2xWOO
SEE NOTE 11 MIN.
.---ONCRETEI - SEE NOTE 3;--
SHEET11
OPTIONAL DOOR SILL
(SUBSILL TO CONCRETE)
SHEET lj--
TYPICAL DOOR SILL
(DIRECT TO WOOD)
EMBED. EMBED.
4 A SEE ZSEE CONCRETE
NOTE 1, NOTE 1, A ANCHOR,
SHEET 11 SHEET11: SEE NOTE 1,
INTERIOR A SHEET 11
(ALL JAMB SECTIONS)
ILI CONCRETE
EXTERIOR .
• SEE ANCHOR NOTE 1. A
SHEET 11
3A KSI MIN-t,
CONCRETE,;,,:."
3.4 KSI MIN. OR 1.6 KSI
CONCRETE MIN. CM
lXWOOD
SEE NOTE 3,
SHEET 11
1/4'MAX. ,9HIM--.4 1h4' MAX SHIM--4
TYPICAL DOOR & SIDE LITE JAMB
aaemrrsea
2x WOOD,
SEE NOTE 3,
SHEET 11
IW MA)
WOODANCHOR
SEE NCTE11,SHEET 11-
114* MAX
GROUT,
SEE NOTE
5, SHEET 111
I 31W
k-==4--SEE NOTE 3,--
SHEET I —I—
OPTIONAL DOOR SILL
(SUBSILL TO WOOD)
ACONCRETE
12 -112 1 8000-11
Illlllll
o VNIV 4,
':1 X%p ..........
No.53705
STATE OF
A. LYUIILI!It, P.E.
FL P.EX 68705
MIAMI•D1ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/pera/
PGT Industries
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
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 AHJ 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
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions",
sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -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 NOA 010-0819.05 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
M�
MIAMI•DADE COUNTY
NOA No.11-0922.01
Expiration Date: May 26, 2016
Approval Date: December 08, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443
(samples A-1 thru E-1), dated 02/28-11, and addendum letter dated 05105111, all
signed and sealed'by Marlin D. Brinson, P. E.
(Submitted under previous NOA #10-0819.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by manufacturer, dated 09/20/11, signed and sealed by
Anthony Lynn Miller, P.E.
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 with the FBC-2007 and FBC-2010, and no financial
interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E.
2. Proposal # 10-1070-R issued by BNC to PGT Industries, dated 01/07/11, signed by
Ishaq I. Chanda, Product Control Examiner.
G. OTHER
1. Notice of Acceptance No. 10-0819.05, issued to PGT Industries, for their PGT Series
Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and e ' ing on 05/26/16.
4 Mpfiuel Perez, P.E.
Product Oo_nty6l Examiner
NOA No.11-0922.01
Expiration Date: May 26, 2016
Approval Date: December 08, 2011
E-1
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE FORVERTICALMULL ARCHES TO BE
MULLIONS FOPENINGWiDTH
/ —� SEE DETAILS INSCRIBED INSIDE
1 A-D,G,H; RECTANGULAR
SHEETS 2L SHAPE
SEE DETAILS I/
ATHRUG. / Y
SHEETS 2_3
I
L
HORIZONTALMULL
LENGTH
_
SEE DETAILS
ATHRU G;
SHEETS 23
II
/ OPENING
HEIGHT
FOR
HORIZONTAL
SEE DETAIL E, MULL
SHEETS
FENESTRATION
PRODUCTS MAY
BE OF ANY TYPE.
MUST SE
MANUFACTURED
BY PGT.
/SEE DETAILS
A-D,G,H;
SHEETS 23
HORIZONTAL
— MULL
LENGTH
GENERAL NOTES:
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE
FENESTRATION PRODUCT INSTALLATION, TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
HAVE BEEN TESTED AS'FREE•FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE A GAP OF MORE THAN 1M" FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER
ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION;
ADM -ALUMINUM DESIGN MANUAL
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING
CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
MULL f^OPENINO WIDTH —I I--HCRIL MULL LENGTH --I
—I LENGTH r
OPENING
HEIGHT
NI OPENG MULL y - ` FOR
HEIGHT� LENGTH Y P MULL LENGTHL MULL IL
OPENING WIDTH
SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL
OPENING WIDTH
FOR VERTICAL MULL
-, SEE CORRESPONDING DETAILS MULTIPLE MULLIONS
FROM FIGURE 1 ABOVE.
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT'FOR THE OPENING USING THE ASCE-7 STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR'TRIANGULAR/TRAPEZOIDAL-.
GENERAL NOTES...........„._...._.....1
INSTRUCTIONS .............. ..... _......... 1
ELEVATIONS ................................... 1
MULL TO 2X WOOD ............... ........ 2
MULL TO 1X & MASONRY,........_... 2
INSTALLATION NOTES ....... .......... 2
MULL TO MASONRY........,..,_........ 3
MULL TO STEEL STUD ....... .... __.. 3
MULL TO MULL ....... _.................... 3
ANCHOR SPECS...-....„ ............
BAY MULL INSTALLATION_........_..4
1 X 2 X .126 MULL SPECS.............. 5
1 X 2 X.376 MULL SPECS...............6
1 X 2.75 X .376 MULL SPECS........_ 7
1 X 2.76 X .66 MULL SPECS .......... .8
1 X 3.125 X.600 MULL SPECS......_ 9
1 X 4 X .126 MULL SPECS..„.......__ 1D
1 X 4 X .376 MULL SPECS .......... „11
1.26 X 3.188 X .266 MULL SPECS.,.12
2 X 4 X .26 MULL SPECS ......... ...... 13
2 X 8 X .25 MULL SPECS .......... _.14
1.26 X 2.11 X.125 MULL SPECS.... 15
30' X 3.26 BAY MULL SPECS.....,... 16
46'X 3.26 BAY MULL SPECS.._..... 17
MULLION &CLIP DIMENSIONS...... 18.20
EXAMPLES 1 & 2 ........... ................ ..21
LOADING EXAMPLES..„ .................. 22
4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17
PRODUCT REVISED
as complyitt with the Fbdde'
RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING
BuildihS Code
VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT-) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE
- 2.0/
AcceREQUIREMENT
(LBS/FT') FOR THE OPENING OBTAINED IN STEP 1).
)
Expiration
Bxpirntian DRIB
Onto �IG
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS
By
VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL
Mimi nde Product
MULLION CAPACITY.
I I I I I I
6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
`��� �,� �YNN .Aflt i,��
•
ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED
`� O ,.•'"• 'P
' •.1
�. • ENS@,
ANCHOR CAPACITY IS MET.
* i
7) IF THE MULLION CAPACITY (LBS/FT% OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT')
* ; NO.58705
FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY
—_ i5/I�— _
REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
— •, QI �I LU
=o. 1$:UJ;
8) VERIFY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL
F
••• ST TE ,'
��O,C '• FLORt�P'��
MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE
MULLED FENESTRATION PRODUCT ASSEMBLY.
•.
�� F •• `
HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT.
�7/ jsSIONA ! 'A.
9)
LYIQftItRFA, P.E.
FL P.E.# 58705
DETAIL A:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
SEE SHEETS
18-20 FOR HOLE
LOCATIONS
SIDE VIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO 11 r S.S. AGGREGATOR MASONRY ANCHORS.
DETAIL B:
MULLION ATTACHED TO 1X
WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
a _a
° 4
a'
e
4.:
EXTERIOR
EDGE
DISTANCE °
MASONRY
ANCHORS
MULLION f7
BUCKSTRIP TYP. ANCHOR R"
AND PER SUBSTRATE, o
ATTACHMENT SEE SEE TABLES 1B-10B
BY OTHERS, cli
SEE NOTE 1, cV
SHEET 1. 'B }}
MIN2.71<51 .�. EDGE
CONCRETE OR CMU' �'I I DISTANCE, J
F-----I-SEE SEE TABLES
EDGE o FOR MASONRY 1B•10B
LU Q'
ANC
Wr Q O
SIDE VIEW
a
EITHER THE
9TANDARO OR
OFFSET MULL
A. • •
CLIP MAY BE
• e
INSTALLED BY
e ° M
a
THIS METHOD
` TYP. ANCHOR
PERSUBSTRATE,
SEE TABLES 1B40B
BUCKSTRIP
AND
ATTACHMENT
•...; >I ..:..;�.:•.. BY OTHERS,
EMBEDMENT' SEE NOTE I,
SHEET I.
MIN 2.7 KSI CONCRETE OR CMU
FRONT VIEW
PRODUCT REVISED
as complying with the Flmida
RuildiilS Code
Aweptanco No Z f
Ex,Imllon Kato OI(.
Ry
Miom' Dadc Pmdticl
111111If1/j
Ns
No. 58705
'• �E OF
/ONN-
A. LYi�N WIIt R, P.E.
FL P.E.# 58705
DETAIL E: ®I
MULLION TO MULLION
DETAIL C: —1 .128 MIN. MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES:
(U-CLIP)
MASONRY STRUCTURE MULLION = 1) MAY BE INSTALLED IN "TEE" OR "CROSS" p
(STANDARD CLIP SHOWN) INTERSECTIONS.
Ild
VARIE9 2) MAY BE INSTALLED HORIZONTALLY E Y D
t<
TYP. ANCHOR (SHOWN) OR VERTICALLY.
STANDARDO I PER SUBSTRATE, N
j SEE TABLES 18.108L 3) SEE U-CLIP DRAWINGS, SHEETS 18-20
CLIP MAYBE j j I -ggg SET MULL TOP VIEW FOR CORRESPONDING MULLION. (0 M
INSTALLED BY II I EDGE DISTANCE MULLION
THIS METHOD. I I FOR MASONRY ANCHORS VARIES
1 I J
012 STEEL SCREWS,
SELF-DRILLIING OR PRE -DRILL Q'
`\MULLION AND USE SMS �
m O m
4'O .' -'� V, MULLION F— Z EXTERIOR d y s
EDGE DISTANCE O
FOR MASONRY ° •,r+ /
;.
ANCHORS L INTERSECTION g B
U•CLIP
EXTERIOR a Z
TYP.ANCHOR '-.d _
PER SUBSTRATE, d• Q Z O Z N
SEE TABLES 18-10e Q
TYP. ANCHOR SEE SHEETS FOR � f.. � M p
BUCKSTRIP PER SUBSTRATE, HOLE LOCATCAT IONS
AND SEE TABLES 1B-10B W
ATTACHMENT FRONT VIEW EDGE W —1
., BY OTHERS, DISTANCE H
MBEDIJENT' . : A ! - +t" ' SEE NOTE 1, SEE TABLEB
SHEET 1. iB-108 U .? Q O
. •: •..��.:• �i ^•'�e �.• .• �:.-:' �'..• ••.. p. EDGE a Zm0
ff
DISTANCE
BE
SEE
MIN 2.7 KSI CONCRETE OR CMU MIN2.7 KSI CONCRETE OR M—1B-10B BLEB SIDE VIEW O '
FRONT VIEW SIDE VIEW DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
INSTALLATION NOTES: STRUCTURE
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 7YP. ANCHOR
A PERSUBSTRATE,
SEE TABLES 1B-10B
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A. sEESHEETS PRODUCT REVISED
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 1B-2o FOR ® as complyilTg withtltO inOTIdB
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE Building Coda
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acceptance No I
Ex71,
i�mRate /{o
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. MULLION ® By /
-Agf
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. Miami ado Product ® "will,
111Il1
5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE \��� pt��,. • • • • •. ,/((� �ii,
ELCOULTRACONORELC01/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL: ST
UDS SEETABLES ti�,.•J�ENS�''•,'P
FRONT VIEW 16GAANDCOMPLIANT WITH THE FLBUILDING
CODE, A 2X WOOD BACKER MUST USED.
ATTACHMENT BY OTHERS. NO. 5S705
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW
NOTES: a.'3 dtll �`
)l F
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ��O'•.• SATE
ANCHOR VALUES MAY BE USED. �� �` FCORIOP•' G
2) SEE CORRESPONDING MULLION TABLES, it
TONAL
SHEETS 5.17, FOR QUANTITY OF SCREWS. A. LY'A I ILtER, P.E.
FL P.E.# 68705
✓1
EXTERIOR
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
SEE DETAILS A•E,
\ SHEETS 2 AND 3 FOR INSTALLATION
x TO SPECIFIC SUBSTRATES.
STANDARD MULLION CLIP
MODIFIED TO FIT FIELD
CONDITIONS.
O O
O O
SIDE VIEW
SHOWN WITH VX 4'X.126'
MULLION
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
3D• OR 4 V
BAY MULL
O ,� O
O O
TOP VIEW
SEE TABLES I2B OR 13B
�EX)TERIOR
V'
2' X WANGLE CLIP,
2 PER MULLION END, MUST BE
. INSTALLED INSIDE OF BAY MULL
\ ,✓, \��/ INTOWOOD.
(� STEEL, ALUM
INTO WOOD, STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR
ALUM, CMU OR MASONRY MODIFIED INFIELD. }`
EXTERIOR US i� ®� `
poEp15GNR A� �1 F PRODUCT EVISED
O w6god"ut lh Florida
134,Ce ® ® Acm Ice No
INTO WOOD, STEEL, Ex imtton Dula
ALUM, CMU OR MASONRY O
B
® ® DISTANCE TVilDill DAaProduct '
ANCHOREDGE
/11111171
DISTANCE �- — —� �� / l/
PERANCHOR NOTES FOR INSTALLATION OPTION G B H: `�� pC�y,.......•. <<F
O� �`T.• �IGENSE .'p
NOTES FOR INSTALLATION OPTIONS F: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. Q=, '•.'}C
2) DETAIL G: SEE TABLES 18.11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE * : 140.51370 5
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.29' X 2.11- X .125' MULLION. LOCATIONS.
2) SEE TABLES 1B-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. , 'O r I I �`�Id Iu;
3) DETAIL H: SEE TABLES 126 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR : 0j FATE `_`
3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION.
HOLE LOCATIONS. ���'••, LORIOP•'�C'!�
sS1ONAL
A LYNI I (vil�tER, P.E.
FL P.E.# 58705
TABLE 1A
Mullion Capacity Table Ibsltf)
Opening Width (for veNcally-spanning
mullions) or Opening Height (for horizontally -spanning mullions)
60 In
60 in
701n
80 in
00In
iD01n
120 in
1401n
1601n
1x2x.125
Rectagular
Loading
Trepraiang.
Loading
Recl.MaWeI
Loadlrg
TepTdarg.
LoeNng
Rectangular
Loading
irappTdang.
Loadin8
Rectangular
Loading
Trepfidang.
Loading
Rectangular
Loading
Trapart g.
Loading
Rectangular
Loading
TraprTdeng.
Loading
Rectangular
Lcedlrg
TrapfTdang.
t.oeding
Rectangular
louring
Trap'hieng.
Loading
Reclangular
Leadina
naprrdang.
Leading
Alum. Tube
Mullion
.•„
4i
$$g
4i`
•a
�
e`
��
�o
a
gp.�
if^
h
y1 g
dam
a
$
c`)
[
3�
�
a
�o
E
z
�&
¢rc
�'
.a..
5
•a,.
a
5
s.,
8
a
a•^
�g
V'
a
�
a�
a
a
R
t
�l3
r_
� �
_a
��
a
�¢•�y
a
o'E
p
��+ �r
p
eli
a
-�
gi
S
gi
421n
111.9
408
120.E
332
93.2
408
115.5
325
79.9
408
107.8
321F
408
104.4
319
62.1
408
104.0
310
66.0
403
104.0
310
46.6
408
104.0
319
39.9
408
104.0
319
$5.0
408
104.0
319
48N
74.9
312
83.8
258
62.4
312
73.4
252
63.b
312
87.0
24B
312
632
246
41.8
312
81.3
244
37.5
312
81.0
244
31.2
312
81,0
244
26.6
312
81.0
244
23.4
312
61.0
244
6D,025ln
63.9
281
70.6
234
53.2
281
01.5
220
45.0
281
$5.7
224
281
5ZI
222
35.5
281
50.1
220
31.9
281
40.3
219
26.6
281
49.3
219
22.8
281
49.3
219
20.0
281
49.3
219
54 In
52.6
247
57.5
207
43.0
247
40.8
'202
37.6
247
44.8
109
247
41.5
196
29.2
247
39.4
194
26.3
247
38.4
103
21.0
247
38.1
193
18.0
247
38.1
193
18.4
247
38.1
103
u60In
38.4
200
41.2
170
32.0
200
35.4
186
27.4
200
31.6
103
200
2a9
160
21.3
200
27.1
159
19.2
200
25.0
167
16.0
200
25.0
166�831n
33.1
181
35.3
155
27.6
181
30.3
152
23.7
181
28.9
149
181
24.5
148
18.4
181
22.8
tdb
16.8
1B1
21.7
143BB
In
2a.8
165
30.6
142
24.0
185
28.1
139
20A
185
23.1
136
.
165
21.0
134
721n
22.2
139
23.3
12.
18.5
139
19.9
118
15.9
139
17.6
118
781n
111
121
11.1
Us
15.7
121
16.8
107
781n
17.6
118
18.2
W4
T4 it
F in
Anchor Capacity Table (Ibs)
Substrate:
2.7k Concrete
3.6k Co...
Hollow CMU
Filled CMU
PTWood
Metal
Anchor Clip Patterns
anclrorrype:
3118'Etco Ullraoen
114'Elco Ullmcon
511V Etc.
UllrarnnjtVA
o Upmcon
114°Elco Ultrawrr
114' SS Elco
ABgreOeo,
5116' Elco
Uilwcon
1(4' SS Elco
Ag9ro0etar
010 Steel
Soraw (G6)
012 Steel
Screw (G5)
012 Sleet
Scew (G5)
Edge Dlstonee tin):
1"
2.112"
1'
2-1/2"
3.118"2-112"
1°
2.1/2"
2'
3.1/8"
2'
0A&'
0.64"
0.324'
Embedment (In):
1-3/4"
1.3/4"
1-3/4•
1-/4"
2"
1.114'
1-1/4'
1-114'
toll/4°
1-1/4"
2"
I -TV
. 1.918•
eee note d)
2 Anchm Q 4.76' Min. O.C.
/ Standard or Offset Clip (FIg. 1):
39016s
390 lbs
4601bs
69D to.
16441bs
280 !be
3641be
740 to,
400 Ibs
6841bs
11821bs
3281b3
4201bs
No lb,
4 Anchors Q 1,16" Min. O.C. / Standard (or Offset) Clip (Fig. 2):
480lbs
7001bs
WA
WA
WA3BD
to.
WA
WA
WA
WA
WA
6521be
840lbe
1120 lbs
4 Anchors ® 3" MN. O.C.1(2) 245 Angle Clip. / (Flg. 3):
7801be
780lbs
080 Ibe
1560 Iba
1800 Ibs
5601bs
WA
780 lbe
936lbs
880 Ibs
2364 Ibs
652 lbe
840lba11201be
2 Anchors OAS' Mln. O.C.! lFCpp, Into 118" Alum. (Flg. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
7181Ds
1 Anchor F4;pp (Fig. 6):
iBS gas
7BS Ibs
2251bs
4451ba
8221Ds
1351be
11016e
1771bs
3TOlbs
2341bs
J321bs
5911bs
1631W
27016e
28D Iba
2 Anchors 01.16"Min. O.CJ F-COP(Flo. 6):
2401bs
360I0a
WA
WA
WA
WA
19D IDs
WA
WA
WA
WA
WA
3281bs
4201bs
66010a
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
O O •
FIGURE 3:
*--� F 0 -0 1
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• • O •
M1IYIVL/i-
(DP )X ( ANCHOR CAP.,,,,,,,,,\ =ANCHOR CAP.-
`MULLION Al.,..,-C
USE THIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
PRODUCT REVISED
ns complying With the Florida
v \\111111�
..............
k No. 58705
Df -
Lu;
��Q'•.• ST TEOF
A. LYNU MILL'E\R, P.E.
FL P.E.# 58705
TABLE 2A
Mullion Capacity Table Ibs/ft2
Opening Width (for eerticaly-spanning mullions) or Opening Height (for horizontally -spanning mullions)
501n
601n
701n
80 in
901n
100In
120 In
ME) in
1601n
1 x 2 x .376
Reclergular
LoatlIng
Tmprl'rleng.
LoedinB
Rom da.lar
Loatllrg
Tmprrderg.
Laadin8
Ractangular
Loading
TmP/Tdang.
tootling
Rectangular
Loading
TrapirdenD•
Landing
Rectangular
Loading
Trip/Tdeng.
Loading
Rectangular
Loading
LoadingdlnB
Trap/Tdang.[43
ngular
Tmp/Tdang.
LoadlnB
Rectangular
Leading
Tmp/Tdang.
Leading
Rectangular
Loading
Traprldang.
Loading
Alum.Tube
Mullion
tT
¢�'
r7
9
f c
F
c3`33a
�' M
Q¢
i c
r
d
f c
'u ..
Q
�
Aa.,.
Q¢
is
�'
L4`
a¢
cT
�c
a
3�c
a
� c
F
d
�c
&
¢
k.
3c.
A•
c
¢
s�
6}
x
�o
az
¢
d
� c
cii'�¢
¢¢
'ic
¢
42 In
170.0
620
170.0
435
151.3
662
170.0
478
120.7
662
170.0
506
113.5
e62
169.5
518
100.9
662
168.9
517
90.8
662
168.9
517
882
168.E
517
64.9
682
189.0
517
58.7
662
168.9
517
481n
121.E
607
138.0
4te
f01.4
607
179.2
410
88,9
6D7
108.7
403
76.0
607
102.8
3B9
87.6
607
89.8
3B7
60.8
5W
89.0
396
607
B0,0
396
43.4
607
BB.O
388
38.0
6D7
99.0
398
60.8251n
1D3.7
45B
114.0
378
80.4
458
9B.B
371
74.1
458
B0.5
384
64.8
458
64.8
360
67.8
458
81,3
367
61.8
458
80.0
358
458
80.0
358
37,0
458
60.0
358
32.4
466
60.0
350
6410
85.4
400
83.3
936
71.2
400
60.9
328
81.0
400
72.7
322
634
400
87,3
318
47.5
400
84.0
316
427
400
62.3
314
400
81.8
313
30.6
400
B1.6
313
28.7
400
81.8
319
5D In
62.3
324
66.9
276
61.9
324
57.5
270
44.5
324
612
264
38.9
324
46.9
260
34.6
324
43.0
267
31.1
324
42.0
255
324
40.6'
253
22.2
324
dDI
263
19.5
324
40.6
253
m03
In
53.8
294
67.4
252
44.8
294
49.2
248
38.4
294
43.6
241
33.6
294
39.8
237
29.9
294
37.1
234
26.9
294
35.2
232
294
33.5
230
19.2
294
33.4
230
16.6
204
33.4
230
66 In
46.0
268
49.8
230
39.0
268
42.4
225
33.4
288
37.6
221
29.2
268
34.1
218
20.0
268
31.8
216
23.4
268
29.8
212
268
28.0
210
16.7
268
27.7
209
14.0
268
27.7
209
721n
36.0
225
37.9
195
30.0
225
322
191
25.7
225
28.4
188
22.5
226
25.6
185
20.0
225
23.5
182
16.0
225
22.1
180
225
20.3
177
12.0
225
10.0
178
11.3
225
10.8
176
791n
30.8
202
32.0
177
25.6
2D2
27.2
173
21.9
202
23.9
170
102
202
21.5
167
17.0
2D2
10.7
185
15.3
12.8
202
16.7
160
10.0
202
15.9
158
9.6
202
15.0
168
781n
26.3
182
20,6
188
23.0
182
26,1
105
20.2
182
22.0
162
17.7
192
19.7
159
16.7
192
18.1
167
14.2
11.8
182
15.2
162
10.1
192
14.It
160
8.8
192
14.2
150
9D In
18.5
IT
19.0
128
16.4
144
10.1
128
In
B61n
15.2
127
16.0
113
TABLE 2B
Anchor Capacity Table (Ibs)
SubsOale:
27k Concrete
3.61, Co..
Hollow CMU
Filled CMU
PTWmd
Mete)
Anchor Clip Patterns
AnehorType:6480lb3
o Ullrecon
1/4" Elea Ullracon
6118' Elco
Ul1.-
3/18" Elco Ullremn
114' Elco UBrecen
1W S9 Elm
Agg.Gelot
5118- Elco
Uhrecon
114' SS Elco
AggreGelor
#10 Steel
Screw (GS)
#12 Steel
6crew (G6)
(I
screw (G6)
Edge Olelenea(in):2-112"
1'
2-1/2'
3.1/8'
1'
2.1/2'
1'
2-112"
2"
3WN%3102�616111bss
0,40"
01
01
Embedment Or):
1.3/4"
1-3/4'
1-/4"
T
1-114,
1.1/4"
1.1/4-
1-114"
1.114-
11.3/8'
1J78'
(see note 4)
2 Anchors Q 4.75' Mln. O.C.
/ Standard or West Clip (Fig. 1):His
3201bs
4501bs
890lbs
16441bs
27D the
2801bs
354 the
7401be
46B lb.
61b3
320lbs
420 Ica
5601bs
4 Anchors ® 1.16' Min. O.C.I Standard (or Offset) COP (Fig. 2):
70O Ibs
WA
WA
WA
WA
3801be
WA
WA
WA
652lbs
8401be
11201bs
4 Amhara 0 3" Min. O.C. I (2) 2x8 Angle Clips 1(Fig• 3):
7801bs
880lbs
1580Ibs
16961ba
5401ba
660Its
WA
7601bs
9361bs
8lbs
652 lbs
8401bs
1120 the
2 Anchors 00.45' Min. O.C. / U-Clip• Into 118' Alum. (FIg. 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
.WA
716111
1 Anchor I F-Cli 1115):
195 the
19616a
2251as
445111
82216s
135 Ibs
1401ba
1771be
3701ba
2341bs
3ba
1631ba
210lbs
2801bs
2 Anchors ®1.16-Min. O.C./F-CIIP(Fig. 8):
2401bs
3501bs
WA
WA
WA
WA
180[be
WA
WA
WA
3281be
420 lb,
5801bs
NOTE: FOR THE OFFSET CLIP, USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
FIGURE 3:
F -9 e I F 9 * I
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• •0 11 61
TABLE NOTES:
=ANCHOR CAP.
USE THIS FORMULA TO OBTAIN THE •ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
1.000" �--
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
2.000"
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
a5°
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125'
1" X 2" X.376° MULLION
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL
as; complying with Ilia Florida
Buildibg Codo
ro
Acceptmtce No
Ex imtio Data
By
Miami adaPlodu-cf
\{{1111111
Q-
No. 58705 -_
a 3e 11
�'. STAEOF
�0
�'C�'• FCOR\OP•'• G
sS/ONN-
A. LY0MILL�R, P.E.
FL P.E.# 58T05
TABLE 3A
TABLE 3B
Anchor Capacity Table (lbs)
S0sund.,
2.7k Concrete
3.5k Comm
Hollow CMU
Filled CMU
PT Wood
Melel
Anchor Clip Pattern
AnchorType:
3116' Eleo Ulirecon
1/4" Elco Ullraeon
6116' Elm
Ultromn
3116' Elm Ullreeon
1f4" Eteo U3meon
1f4' SS Etc
AggraGatar
6118' Elm
Uitrecon
114' SS Elm
AggreGslor
010 Steel
Screw (Gb)
072 Steel
Screw(G6)
N72 61eot
Scm (G6)
Edge Dlelorm lin):
I.
2.112'
1•
2.1/2'
2.118"
1"
2.1/2'
1"
2.1/2"
2"
3.110,
2"
GAB'
ow
0.324"
Embedment (in):
1414"
1-14'
1-314"
1.3/4'
2'
1-1/0
1-1fe
i-lle
1-1/4"
1-114"
1.110
2"
1J18"
1-3/8'
(see rote 4)
2 Arohom Q 4.75'Mln.O.C./
Standard or Offset Up (Fig. 1):
390lbs
3901bs
460 lb.
0901b3
1644lbe
270lbs
2110lbs
364lbs
740 lbs
4681ba
664 lbe
11021bs
3281bs
4201bs
5601ba
4 Ancham@1.16'MIn.O.C. I Standard (or Offset) Clip (Fig. 2):
480lbs
700lb5
WA
WA
WA
WA
390 lbs
WA
WA
WA
WA
WA
852lbs
840 lbs
1120169
4 Anchcre @ 3' Min. O.C.! (2) 2x5 Angle Clips I (Fig. 3):
780 lbs
7801ba
6BO Inc
16801ba
18981bs
640lbs
560lbs
WA
760lbe
936 lbs
080 Iba
23041ba
652 lbs
e401bs
1120lbe
2 Anchors ®0.46"Min. O.C. f U•Clip. Into US' Alum. (FIR, 4):
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
7161ba
1 Anchor/ F-alp (Fig. S):
lob lbs
18ti lb
225 lbe
4451ba
822Ice
1351bs
140lbs
1771be
3701bS
234 We
332 lbe
6911be
163 lbe
210 lb!
2801be
2 Anchors @ 1.16' Min. O.CJ F-CIIp (Fla. 6):
2401be
350IN
WA
WA
WA
WA
100lbs
WA
WAWA
WA
WA
3281be
4201ba
660 We
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21.
FIGURE 1: FIGURE 2:
0 1111 • •
101
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
• • •
-ANCHORCAP...
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUALPRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES, HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
ns complying with the Florida
➢Gilding Codo
Acceptance No - �6
iratioml?ata
By
Miam Dude Product
\I111111/
\\\\SON( �Y. N .
* ' No.58705
-0
A. LYL'LER, P.E.
FL P.E,# 58705
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m
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m
a
fm.4
--
o
rmr
MuIlLeng
3 .fox W
x y
Mullion CapaGry, a
b QhsRt2) � $
Anchor Capacity _
Required n�)
Mullion Capacity a -
o P�tt2) � y
r
iH m
s)
city a
' c � e $ �
city � �
J o Required ,) m
+m m city � S
e r;
MGwr Capacia o
� m Required pbs)
Mu11'irn capacity a
Anchor Capacity � E
RequinW Qbs) C
� o mullion Capacity � O
Rnc �Capaciry m � �
u a o $ Mullion Capacity a �
� o N � Ancror Capacity 3 =_ �
m $,' $ Required (Ibs) mo �
Mullion Capacity -t —
.t � N O�IZ)
u m m iu
N$� Anwar Capacity m� >
S 8 Required Ob.)
� m Mufrron Capacit94 y � m
a H ptrsrttz) 8 R = � p m W G g O—
N AnplarcapaGa
Required (Ibs)
o - O m
,am $ � � o c � Wlion)Capaciry
�
7 Requi
d pbs) m
Fed
pacia apaGry)sspacityoapspa)aty m
Mullion Capacity
Qtlalfl2)
Anchor Capacity ,� m
egtdred phs)
Mullion Capacity -
a b ss
� m� m m
MI1.u�lfmron' Capaci
�
0 lu to V `'tulle-)
9�
�+ Anwar Capacity m' m
m S N �� V i5 V Regamd (Ibs) -. n
Mullion Capacity d s
$ )3 i'. g 5 m m m m o d Andes Capacity m
Requred PSI
u N c ;• �� u+ g ��., MuRan Capacity a
m Q��) gr �
m N�� V o m � ..• Anwar Capacity m_
Required �')
Mullion Capacity
Qb51tY2) 6
AnelarCapaGH m
Requited pbs)
z
T ?1 'n
• • m m c) ^'
m m m O
m w W
2
O
T
G) z m
1
m m
<^ O v
Q C
Cm
m m
m w
C
rn T m
T o_ o z
G) Z p 0
M D • N
m
o, m • v
IT!
z
D
Z N.
. O
• Z
0
O
A
• D
C
N
-tr-I{na -iDw y� -1 D
2 m 2 m Q" = r" m" D N
moor ZN mr� C mm m
��,T.pOmC T3, m mm m m
>�N�m� err m VJ
mrnmm{ OCO mm D
m '++ ° z m m z
P -irCFm OZZ m N� N p
2y20m r�0 A > D
�Z0Z�z zCo` 5 zp
13 > --mmm ODp o m�
.00 0, �mz z lz�
DDcy ZTr- m �n
rr-•32"2 y0fT11 r�
�gDF Nm2 Z 1m
C r0 0 D
A G)00z O�z c rDo Z W
� m 0
r
-a4 M.;u OZZ z 9.Oi °
KO,
w r�° N °O 1 -ml= D
m r
Dz9Do moo m oa mP.
NpC1C2 y0r>r Z (/)mr
a33 O� o m
�9rn0m N1m D
r=an AZT O o
Q�r T o
30C) 2m Z 2
Zmm m� Z m
°G)mm0 m0 G)
rCi> 20 T
mmo'rr-2 Ord 90 O
NVZmO rmm m m
tnom� m z
w,Im T o S o V' T
COO
Cmm oz o
nOyyZ mN r z
*C OGI 3m n
-a,Kmz �o m z
m��z� mm z
p
- - - - - - - Qb.Ho
aimptn� pN r
Do p rr� D yy
Omw ° °p G) ZDDCDvnDm Z
01 z =PDEDzcDm c)
2
0=t6552D6= x 0
�Z:IF:�G)v�� D `�'
D ray Tim rn C Z,9
D2=�pmroD� rr- = D Et
N �x3.�-4-_mmC 2 0
rxa a ��D�: yc Uss 0 > D
x c mpc'9m-m%mm$ @ y
o z11
mZ-W Mm- 3
u c TocO-4mmz z
c � AOK'az�zm z TO
3cZm5 T 0 m
z =zA
goon G) O c
o
m mocmOz o 5
ma Pz �0
°z
```ttt)ul))iyyy� aoo
o W
ma441,
In
y; z 2� gH roe
n : _ Q t n m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
:a--,- o �'t o m. - a oasupa
r D: m'"' y; = s 1 X 2.75 X .650 MULL SPECS
f :p O� o rn: lairs sae: I-myrw. sneer
m m :tn2r n^ '���y+ 275
own Fn.F
N/A oao� N/A Cldd BY 6300JR R8or 2 1070 vexvexr OW(X DRA
�` as cox 1529
F�R.... • •*`\\\\� RJe . B)r. KI Date. 9/11 Rertsam Fill. ceRrMOF Atrrlr g�zszss
t1.
m it ot
FF
h
rIp In m e
t1.
IR y
z
T ?1 'n
• • m m c) ^'
m m m O
m w W
2
O
T
G) z m
1
m m
<^ O v
Q C
Cm
m m
m w
C
rn T m
T o_ o z
G) Z p 0
M D • N
m
o, m • v
IT!
z
D
Z N.
. O
• Z
0
O
A
• D
C
N
-tr-I{na -iDw y� -1 D
2 m 2 m Q" = r" m" D N
moor ZN mr� C mm m
��,T.pOmC T3, m mm m m
>�N�m� err m VJ
mrnmm{ OCO mm D
m '++ ° z m m z
P -irCFm OZZ m N� N p
2y20m r�0 A > D
�Z0Z�z zCo` 5 zp
13 > --mmm ODp o m�
.00 0, �mz z lz�
DDcy ZTr- m �n
rr-•32"2 y0fT11 r�
�gDF Nm2 Z 1m
C r0 0 D
A G)00z O�z c rDo Z W
� m 0
r
-a4 M.;u OZZ z 9.Oi °
KO,
w r�° N °O 1 -ml= D
m r
Dz9Do moo m oa mP.
NpC1C2 y0r>r Z (/)mr
a33 O� o m
�9rn0m N1m D
r=an AZT O o
Q�r T o
30C) 2m Z 2
Zmm m� Z m
°G)mm0 m0 G)
rCi> 20 T
mmo'rr-2 Ord 90 O
NVZmO rmm m m
tnom� m z
w,Im T o S o V' T
COO
Cmm oz o
nOyyZ mN r z
*C OGI 3m n
-a,Kmz �o m z
m��z� mm z
p
- - - - - - - Qb.Ho
aimptn� pN r
Do p rr� D yy
Omw ° °p G) ZDDCDvnDm Z
01 z =PDEDzcDm c)
2
0=t6552D6= x 0
�Z:IF:�G)v�� D `�'
D ray Tim rn C Z,9
D2=�pmroD� rr- = D Et
N �x3.�-4-_mmC 2 0
rxa a ��D�: yc Uss 0 > D
x c mpc'9m-m%mm$ @ y
o z11
mZ-W Mm- 3
u c TocO-4mmz z
c � AOK'az�zm z TO
3cZm5 T 0 m
z =zA
goon G) O c
o
m mocmOz o 5
ma Pz �0
°z
```ttt)ul))iyyy� aoo
o W
ma441,
In
y; z 2� gH roe
n : _ Q t n m IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
:a--,- o �'t o m. - a oasupa
r D: m'"' y; = s 1 X 2.75 X .650 MULL SPECS
f :p O� o rn: lairs sae: I-myrw. sneer
m m :tn2r n^ '���y+ 275
own Fn.F
N/A oao� N/A Cldd BY 6300JR R8or 2 1070 vexvexr OW(X DRA
�` as cox 1529
F�R.... • •*`\\\\� RJe . B)r. KI Date. 9/11 Rertsam Fill. ceRrMOF Atrrlr g�zszss
t1.
m it ot
FF
h
rIp In m e
t1.
IR y
TABLE 5A
Mullion Capacity Table (IbsW)
Opening Width (for verticalty-spannIng
mullons) or Opening HeIght(for horIzontally-spanning mulllons)
50 In
60 In
70 In
Be In
80 In
10D In
12 In
14D In
160 In
x 3.125" x
Rectang.l.
Loading
Trapfwang.
Loodog
Rectangular
Loading
Trap/Tri"
. Leading
Reelanpl
Loading
TrapfTrang'
Loading
Rect.ng.W
L-ding
T"PITd.w.
Loading
Reclangul.r
Loading
Trapri'dang.
Loading
Reciangular
Loading
Trap1T9wQ..
Loading
Irg
Loading
Loading
onding
Loading
Loading
.600" Alum
Tube Muff
A�
k,
9
Al
k
P
A,
I
F
R
2.
ag
42 In
7 0 a
11010
e2O
170.0
435
170.0
744
170.0
470
170.0
""o
888
170.0
5DS
170.0
9D2
170.0
519
1
170.0
'o 0
1110
170.0
521
170.0
1240
170.0
521
170.0
1488
7"
"o
,a 1.
170.0
g
708
170.0
524
`170.0
850
`170.0
584
170.0
'70
9D2
170.0
830
170.0
1133
170.0
681
[R
170.0
"' c
1275
170.0
OM"
170.0
1417
170.0
680
157.7
1677
170.0
B80
135.1
1577
'77
'70 0
170.0
680
116.2
15n
170.0
680
50.625 In
7a a
170.0
747
170.0
563
170.0
898
V0.0
631
I'...
170.0
1048
1170.0
604
170.0
1105
170.0
723
170.0
7B .
1345
170.0
747
170.0
1494
170.0
766
141.7
1495
17D.0
758
121.5
1495
'4.S
"0.-
170.0
766
108.3
1405
170.0
766
64 In
17D.0
17 c
797
170.1)
am
170.0
056
170.0
691
17...
170.0
1116
170.0
754
170.0
1276
170.0
803
166.1
Be - I
14-01
170.0
637
149.5
1401
170.0
655
124.8
1401
170.0
861
106.8
1401
1 40,
1'...
170.0
861
93.4
1401
170.0
861
60 In
170.0
IN). 0
885
170.01
701
170.0
1063
170.0
707
158.5
is'.'
1158
170.0
078
`138.7
1156
187.0
028
123.3
1 23 a
1158
156.5
917
111.0
116a
149.7
910
02.5
1158
144.6
903
79.3
1158
1 Be
144.5
144 5
GD3
69.4
1156
144.5
003
63 In
1 7". 11
170.0
030
`170.0
1 745
159.0
1049
170.0
850
137.0
1 37.0
10,49
155.6
880
119.8
1049
141.7
846
1 . -S
106.6
1040
1320
838
95.9
1049
12U
828
79.9
1049
119.3
8M
68.5
..
1040
1'.
118.9
Big
69.0
1049
118.9
810
68 In
I Be
168.0
055
170.0
769
139.0
955
161.3
8D4
119.1
e55
133.7
788
104.2
955
1121.4
775
gZ-
OZO
955
112.6
765
03.4
5S
955
1.B 4
U8.4.
757
69.5
-aS
055
1 99.8
749
59.6
1 855
85.7
SS.7
746
5Z1
955
98.7
740
72 In
2 S
128.5
803
134.9
607
107.0
003
114.9
082
91.8
803
101.1
670
60.3
803
01.2
659
4
-.3
.3.
76 In
1
100.2
721
114.1
029
91.0
721
07.0
a IS
78.0
721
85.1
ODS
68.3
721
76.5
SOS
60.7
721
70.1
586
54.0
721
65.4
579
45.5
721
59.4
569
39.0
721
68.8
664
34.1
721
M 1
663
78 [A
101.0
004
ID5.4
59D
54.2
084
89.4
587
72.2
884
78.4
576
03.1
884
70.4
667
56.1
6B4
64.4
658
50.5
B84
59.9
551
42.1
884
54.1
541
36.1
884
51.3
538
31.6
SB4
50,6
534
a
51
67.9
458
64.8
514
57.3
448
47.0
614
60.0
440
41A
514
44.9
433
36.6
514
40.5
427
3Z9
514
1
37.3
17W
421
VA
514
33 0
412
23.5
614
30.4
406
20.6
, 614
2D.0
0 3
08 In
54.2
452
5 .7
404
45.2
452
47.0
S98
38.7
452
40.9
390
33.9
452
30.4
384
30.1
rl&4
452
32.9
376
ZT.1
S
452
30.3
373
22.6
462
28.6
365
19.4
452
24.2
359
10.9
452
220
as
108 In
TIT35-71-.1.9
322
31.7
357
32.7
317
27.2
357
28A
312
23.8
357
25.2
300
21.1
357
22.7
303
.
357
20.8
299
16.0
357
18.0
293
`13.6
'3
357
16.2
-TO-7
.11.0
367
15.0
d2
III In
35.1 1
338 1
as a
308
a
20.2
338
30.1
301
25,0
338
26.1
290
21.0
338
23.1
292
19.6
33a
20.8
288
17.5
as
338
100
284
14.6
338
1415
278
12.5
33B
14.8
273
11.0
.330
13.6
1201.
.2
283
23.1
269
23.7
259
19.8
28D 1
20.5
260
17.3 1
289 1
10.1
252
1
289 1
10.3 1
249 1
13.9
2 as
141...
1
213.
1 12..
.0
�4
a
2.0
`11.4
238
8.7
289
10.4
212
E 5B
Anchor Capacity Table (Ibs)
Substrate;
2.7k Concrete
3.5k Cwc.
I Holt-cmu
Filled CMU
PT Wood
Melal
Anchor CUP Patterns
Awhof Tiper.
Via' Efco Ulurcon
114' Ek. Utrawn
5110Elcol
un-on
aflBlElcoUl-a
IW Elco Ultracon
114. SSEICO
AggMC;dIor
&WO.
U11 ... n
1M SS El.
Agg.G.t�
910 Steel
So- CG5)
1112 SI-I
So-(GS)
412 Stal
S.-(GS)
Edge Distanoo Qn).-
T.
I 2-11r
I..
z.i/Zl
3-1/8"
V
I 2-VZ
1.
2-1/2d
21
3-1/r
1.
a4V
O.Sv
0.3w
Embedrnentgn)j
1-W
1-3/4"
1-3/4*
1-3/4"
2'
1-1/4"
1414'
1.114*
1-1/4"
21 _
1-318*
1-218"
(--104)
2 A.hora Q 4.76'
Mr. 0.0. f Standard Clip gFIg4 ly.
390 [be
3DO Iba
460 Ibe
690 [be
1644 [be
_F0 Fibe
20 1.
a. Ibe
14b lba
_�-114'
4el..
_�-114"_
U.
_
4.11.
660'.
4Anchore a I.iTMIn. 0.0, /St.nd.,dCI1p (Fig. 2):
48DIba
700 lba
NIA
NIA
IVA
MIA
BBD Ito,
WA
NIA
ITA
WA
-11W.
NIA
-12.1.
652 Iba
840 Iba
1120 IIA
4 Amhora Q 34 Min. O.C. 1 (2) 2x5 Angle C41ps (Fig. 3):
780 Ibg
780 IbS
650 lba
640 It,
560 11,3
NIA
760 be
938 1b.
660 [be
2384 [be
052 1b.
840 1b.
1120 Ibs
3 Anchors gli (1458 Min. O.G. / U-alp, Into 118'Al� (Fig. 4):j
NIA
IVA
NIA
M
NIA
14A
WA
MA
NIA
NfA
NfA
NIA
1074 11
jE
I Anchor / F-Clip (Fig. 5):
195 [be
1951b,
225 (b.
135 Iba
140 [be
177 Iba
370 We ��ft
2L21
591 It.
1B3 1b,
210 [be
280 1139
2 Anchom @ 1.161 Min. O.C. I F-ClIp (FIg. fil!
240 Ios
350 1b.
NIA
IIJA
190 Iba
WA
VA
NIA
Al�!
1 N
1 WA
320 Ibs
--
42015
Melba
NU I t: I-UR 1 HE U"bL I ULIV, USE I HE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
1 0 0
FIGURE 3:
1 0 F 0 0
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE 4: FIGURE 5: FIGURE 6:
0
TABLE NOTES
ANCHOR CAPACITY ADJUSTMENT FORMULA:
=ANCHOR CAP...
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUFREO'CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
ACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM To ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM To ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125,
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT
LEAST .125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
PRODUCr REVISM
0 VINN UIZ
...........
or
t4o. 68705 S
N 3 Zi F,
0
IATI'Vol
'LOR%V
A. LYN R,
FL P.E.# 58705
z > -n > Muftength
us 25 M >
C C a a
X M j:
W . Ell
M M M 9 5. A a 2 ; F 5 6 E; 5 . � a ".,
It X 18 �
0 R, Q) U a
M (D a a a
0 M cl (jD 0 L, M.. Capacity
K
;U 71 CMD P E�
o M Q 0 P C Required obs)
w Capacity
P P I� o
be
P
P P
Ch M 0 0 > EL
q , r,, ON,
-q -j L- :. 52 0-
M H 3:
M M M city
Ch m
C
M C: 0 0
C: >
2 AWhor Cap
M
M M
Rpg,,d 0 !Z
fe .'Ca'ad,
0 0 L. F 2 il �g
iz
6 b b QbSM
A-�- Ca city
Rquircd
I it 1:31:4 1 MW]in Capacity
M
im,
z
ch. Capacity
0 0
Required Qb.)
> > >1
z
0 0 0
P. P
G)
C: -Gi 0
1 ':5
M
r
M .uy
mu"Im Cowity
> R
0 AlW- Capacity T
C:
M c; Required Obs)
-1
M
Z: It -41 Ma. Cpa.t,
a=) H
>z 104 10, 00 OM 9H to- Amhor Cpclty
Required Obs)
11 M
> Z, E; rE 1z: au
M.Ci- 'cit,
q r-n -c' 0 f 2 ;4
-M > p
-E W
M --a > -'A M M M An
M 0
R.=Pl r)
> > �� b
z A Co zo M ;a
Q� 0
Z 70, M' ;3 zi 4 ;4 Mullim Capacity
> 9 G) 0 M P
Z-
0 C .
2 cz, 62 MM Z, .9
Z> -i;o Z, 'm 0
Anchor Capacity
Z 'm Required Obs) V
0 > zo , � 3:
0 C) 9, M = Q E: a) 2
0 o M M Cn Mullim Capacity
900-
C.
--4 z to
Co
9 2 6 Required Obs)
0 >
.0 - 0. M , gl �
2 :3 4 MUMM Capacity
In
Cr Z, MR A F ZK sc: 2
rn q 2 0 80M -i, Z, Ek
M
-.4 a. K, Z> z Z, Required Ch.)
7- - — - EF
>0
;o Cz, .0 > b, q,
P 2 Qbs=)
z
IM, Et t Artchor Capacity
Z, 02 Required Ola) R
M >
Mullm
C: 0 'o Zo
.2 (Tt,
'- FC'P"
A.
Required
bs)
-- Req FL'b�,
-4 MM 'T 'E, a Eh
0. C., M ArtallCap.6t),
Re
.0 � Zo q&.d Ob.)
.0 G)
j %18 g MtA]iw capacity
t
6 �, P� F
T 0
M M
8 OR M. - 1 s.
lt� z Capacity
Required Ob.)
M
< >
4 N �2 P 1. 4 ::3 Will- Capacity 5
-M 'R: M 5z �9
71
Pit 21
oz 0, o oz -C. 0 1§
,a M 5 1 -- b , b 'b 'b P. owm
> �g g V Zg r Capacity if,
'm Mg M-
h
0 Required Ob.)
A cs M." z >ZO>9,9>'-O.�99 a - . .
Q> F: rn z 0 C.
M E; 0 Muflion pacity
>
;3 >Z:�
M >
g ::
z z 4
A 0 AnOm
>
G) -- ; I* *- M. ;Mo .0 C 0 > Required Qba)
F M > 3:
M
-1,0 - - A F,= .0 TM C., 2. K.
A IT! a: - M;o r- zo 0 M.Tro, capacity B
M M o A in M > ;o
A
Do A..hcr Capacity
Required Ob.)
:9 M, > g 0� '0" la red
c2 ME -qg in
H2
>
0 Z-IZM Z M
o 0
go� = =
0
5!>-.Mxoz.
x
M=iiolg 480 x
MCM
M
5-4 M
z 00
z P
NIB
?> ..........
-n
<
TOO:
M -n 0: IMPACT -RESISTANT ALUMINUM TUBE MULLIONS
0-
z 15: Z: Descriptiarc
M
1 X 4 X.125 MULL SPECS
;a -.'0 0
.7 1 Seft- Iscale:. Drl.M N..
N/A loaf 22
N/A 6300JR
By. VENCE- FL J4275
Fn . - 7ECAYtXOGY DME
JROS '4 P.O. BOX 1=9
" ��R OWSK+08129/11
Re, By. Re,(.- FL 34274
1'. , — k, ."Irl: AUTHA 29M
TABLE 7A
Table
1 50 In 60 In 1 70 In 1 80 In I so In J— 100 in 1 120 In 1 140 In I Iro In I
i x 4 x .376
Leading
..di,g
Lo Ing
Loading
Loading
I Loading
Loading
Loading
Loading
Loading
Loading
Loading
Leading
I Loadiva
I L..dfna
I LodjnA-
0 L.Rdlno I
L�adlra-
Alum. Tube
2�
Mullion
it
fa
I
I
t
--
A
I
I
is
I
<
llE
2
-S
T,AR[ P: 71Z
AnchorCapaclty Table (Ibs)
SubstmuW
23k Concrete
3.5k Cono.
Hollm CMU
Filed CMU
PTWwd
metal
Anchor Clip Pafterns
Anchor -Pipe:
Me' Elco Ultmoon
114" Elco Ullracon
5116" EIC.
ultraw.
3110- El. Ultmeon
114"Elco Ultracon
114- SS E(co
AggreGator
511VElco
Ultmcon
114"SSElco
AlgreGalor
#10Steel
Sciew (G5)
#12Steel
Scinew(GS)
0112SIftl
Scw(G5)
Edge Distance fin):
in
2-1/2'
V
2-11Z
3-1/01
1.
2-11T
2-1/2'
21
13-118"
v
0.48'
0.64,
0.324"
=Lmb.d..t (I.Y.
_=4-
1-aW
lT4-
I-W4-
T—
—TI-14—'
1-1/4"
1-11r
14/4'
1-1/4'
21
1-318"
1-118"
(a. note 4)
2 Anchors @1 4.75m Mut D.C. I Standand Clfp (Fig. 1 or 2):
.390 lbs
39D [be
450 lbs
090 ]be
1644 lbs
270 lbs
280 lbs
354 Ibs
740 ha
468 Ibs
664 lb3
1182 lbs
328 lbs
420 lbs
560 Il
4 Anchom @ 2.26'Min. C.C. / Standami Clip (Fig. 3):
700 lbs
700 lbs
680 [be
1410 lbs
952 lbs
NIA
5130 lbs
WA
630 lbs
880 lbs
NIA
652 Ibs
640 lbs
1120 lbs
8 Anchons @ 1.15- Min. O.C. I Standard Clip (Fig. 4):
960 lbs
14DO [be
N/A
WA
NIA
bUA
760 11,5
N/A
WA
—N/A
NJA
NIA
WA
1304 lbs
168DIbs
2240 lbs
4 Anchors @ 3" Mile. O.C. 1 (2) 2x5 Angle Clips (Fig. 5):
780 lbs
780 lbs
900 lbs
1780 lbs
3288 lbs
540 The
660 ties
703 fles
14BO lbs
938 His
1328 lies
1 2384 lbs
652 IbS
$40 lbs
1120 lbs
— a Anchors @ W Min. O.C. 1(2) 26 Angle Clips (Fig. By.
1170 Il
111701b.
1020 lbs
2340 lb
2!!4 In;
010 [be
HO [be
WA
1140 lba
140W4AIbs
IL20.1L.
3!�g lb.
978 lb
0 lb,
4 Anthem @ 0.45 Min. O.C. I U-Cllp, Into 118" Alum" (Fig 7),
W�
RIA
N/A
A
RF
NIA
NIA
WA
NIA
WA
1432 lbs
2 Anchors @ 2.25" Min. O.C. / F-Cl$ (Flg� )�j
350 lbs
350 lbs
200 [be
705 lb
476 lbe
NIA
280 lbs
NIA
315 lbs
0 IbB
440 lbs
0 Ills
326 lb,
420 [bs
660 [be
4 Anchons @ 1.16' Min. O.C. I F-Clip (Fig. gy.1
480 lbs
700 lbs
NIA
NIA
NIA
NIA
380 lbs
NIA
WA
N/A
WA
IVA
662 lbs
8,in —
I I — —
1mulm: ruK 1 = urr�Ll ULIV, Ubt I Hit ZiAl/Itz ANL;HLJK PAI ILKN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURES:
FIGURE 5: FIGURE 6: FIGURE 7:
ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT PORMULA:
X ( �A,� ILI I �R CAI�,,—,—) = ANCHOR CAP. —
FA
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
CHOIR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDICR OPENING WIDTHS 13 ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL
MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD
FOLLOWING DIMENS IONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE
BLOCK UNIT I SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE
WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINIMUM
GRADE 33 AND.045"THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND A36. ALL ANCHORS INTO
METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.
REVISED
gwiththenorlda
do
No 11,0gig
11 .10NIIIIII11"
No. 58705
STATE OF
LY
N 112 P.E.
FL P.E.# 58705
TABLEM
Mullion Capacity Table (lbeffe)
Opening Width (for vartically-spanning Muillons) or opening Haight (for horizonlally-spanning Mullions)
50 In
SO In
70 In
80 In
90 In
100 In
120 In
140 In
160 In
1.26" x
3.1 11,
Rectangular
LAadlnn
TrapfMang.
Loading
Rectangular
L..ding
T'.Pmmg.
Loading
Rectangular
Ld.d1ng
T"PIM"g.
L..ding
Rectangular
tan'
Loading
Tratifffitung.
Laading
Rectangular
Loading
Trap/Mang.
Lodi,g
Rectangular
a
L a
L..dlng
Wading
L.SdIng
adding
Wading
ding
Loading
Lrdlng
x
.265!Afum
Tube Mull
IS
8-
42 In
170.0
620
170.0
435
170.0
744
170.0
478
170.0
868
6DS
170.0
992
17D.0
519
170.0
1116
170.0
621
17. 0
170.0
1240
170.0
521
170.0
148D
Me
40 in
170.0
700
170.0
524
170.0
BSO
170.0
684
170.0
992
170.0
030
170.D
1133
170.0
601
170.0
1275
170.0
677
170.0
'7.
14171
170.0
Site
164.0
1548
170.0
680.
132.7
1648
170.01
680
110.1
1645
!70.0
!SO
60.626 In
17D.0
747
170.0
553
170.0
690
170.0
631
17D.0
1048
170.0
684
170.0
1105
170.0
723
170.0
1346
170.0
747
167.0
1-7--
1408
170.0
756
1 139.21
1468
170.0
758
110.3
1468
1170.0
7
1 758
104.4
140B
1 170.0
758
64 In
170.0
797
170.0
612
170.0
Sao
170.01
691
170.0
1116
170.0
754
170.0
1215
1 170.0
803
163.1
1376
170.0
837
4.
146.6
1376
170.0
856
122.3
1376
170.0
1
104.8
1376
1 7.0
170.0
861
91.7
1378
1 170.0
861
60 In
170.0
685
170.0
701
170.0
1063
170.0
797
160.9
1168
170.0
878
139.0
1158
1 167A
930
123.6
1158
168.8
910
it '. 2
111.2
1168
150.0
912
92.7
IIGB
144.0
905
79.4
1156
144.8
1"
B-S
905
69.5
1158
144.8
905
63 In
170.0
93D
170.0
745
160.1
1051
170.0
SOB
137.2
1051
155.9
802
120.1
1051
142.0
848
106.7
1051
132.3
837
SO
98.1
1051
125.7
630
80.1
1051
119.5
022
68.0
lost
IS
119.1
821
li�'
80.0
1051
119.1
821
66 In
167.1
957
170.0.
769
139.3
957
161.6
805
110A
957
134.0
790
104.4
057
1121.6
777
92.8
957
`112.8
767
B3.6
057
108.8
759
69.8
957
100.0.
780
59.7
e57
90.0
TO
745
52.2
957
90.0
748
C
3
72 In
128.7
604
136.2
2
898
'07 3
10-1.3
804
115.2
684
01.0
804
101.3
671
80.4
804
91.4
660
71.5
804
84.1
650
4
64.4
OG4
78.8
643
53.1
0"
72'3
633
46.0
604
69.9
.2.
620
40.2
004
69.8
020
761.
109.4
722
114.4
0.
91.2
722
97.2
81.
78.2
722
85.3
606
68.4
7
?22
70.7
696
BOX
I
722
7 3
70.3
SOB
7
64.7
722
65.5
580
45.6
4
722
591
671
11.1
722
66.7
lis
685
34.2
722
55.2
664
78 In
101.2
686
105.6
60D
84.4
685
89.6
SOB
72.3
606
78.6
677
63.3
685
70.5
568
60.2
gas
64.5
500
6D.6
685
60.1
653
42.2
SOB
64.
643
36.2
685
51.4
37
637
31.0
685
50.7
538
90 In
65.9
615
68.0
457
54.9
515
67.5
44D
47.1
615
60.1
441
41.2
515
44.7
434
36.6
616
40.6
4218
33.0
51S
37.4
422
27.6
615
33.1
413
23.5
616
30.6
407
0
20.0
615
29.1
04
96 In
54.3
463
55.8
404
45.3
453
47.1
397
38.8
463
41.0
391
33.9
463
38.4
385
30.2
463
33.0
379
27.2
453
30.4
374
22.6
463
28.6
356
19.4
453
108 In
38.1
358
39.0
323
31.8
358
32,13
318
27.2
358
28.4
313
23.a
35B
25.2
308
21.2
358
22.7
304
19.1
35S
20.8
300
16.9
358
18.0
ff
293
111 In
35.1
33a
.a
35.8
308
29.3
338
30.1
301
26.1
338
26.1
287
22.0
330
E32
[�213:
115
131
-
M..
211
17
17.1
331
19.1
285
in
120
Z7.6
29D
20.3
28.4
23.2
290
]E�
290
20.6
260
17A
290
..2
2 3
16.4
290
a
16.4
249
n
144 11.
10.1
2DI
18.3 1
IDS
I I
I
TABLE8B
Anchor Capacity Table (Ilia)
Substrate:
2.7k Cmmte
345k Concm
Hollm CMU
Filled CMU
PTW-d
Metal
Anchor Clip Patterns
Arab., Type:
YWET. Ullaccan
1W Ek-,o Ultiacca
611"" Elccr
ultriscon
311187 Elcd Liffiracon
114w Elco Utracon
114n SO Sic.
AggraGntor
611SPE1.
Ultracan
114"SSEloo
AggreGalor
Ii
Scmw(G5)
012Ste.1
Scw(GS)
0128t..1
Scm(G5)
Edge Dlbuiu. 0
1.
2-112"
i%
2-1/2'
3-Iff
1.
2-11Z'
1.
2412"
Z,
3MI/8'
T
0.48m
O.W
0324m
Ernbednent ft.
I-3W
1-314"
1-314'
im3w
2"
Mir
1-1/4"
1-114'
imix,
14"
2m
1-310"
1-3/1"
(Sea note
2 Ancluirs 0 4.76'
Min. O.C. Standard Clip (Fig. ly.
300 lbs,
380 IDS
460 lba
690 IDS
1044 IDS
270 IDS
280 IDS
354 Ilia
740 Ibs
_jm114"
AIUS lbs
664 1 IDS
1182 lb.
326 IDS
420 IDS
530 IDS
4 Anchan, C 1.11W Mtn. C.C. Standard Clip (Fig. 2):
460 IDS
700 The
WA
WA
WA
NIA
$80 IDS
NIA
NjAr
N/A
NIA
WA
662 ilia
840 ilia
1120 IDS
4 Anctors @ 3" Min. O.C. I C2) 2xS Arde Clips (Fig. 3):
780 IDS
780 IDS
OBD Ilia
1680 IDS
1890 IDS
640 IDS
680 Ilia
WA
760 IDS
936 IDS
600 Ilia
2384 IDS
852 lbs
840 IDS
1120 IDS
4 Archars @ 0. 5� Min. O.C. / U-Cllp, Into 11W Alm. (Fig. 4):
WA
NIA
NIA
WA
N/A
NIA
NIA
NIA
WA
N/A
WA
NIA
NIA
WA
1432 IDS
I Anchor/ F-Clip (Fig. 5):
110511is
55 IDS
225 IDS
445 IDS
IDS
IDS
140 IDS
177 ilia
370 IDS
all.-
2
1b3
3
28' IDS
2 Ancham (5) 1.15" Nam O.C. I F-Clip (Fig. 6):
240 IDS
350 Its
DVA
NIA
A�NIA
190 Ibs
I WA
m NIA
NA
A
Y2 �El!
QO ba
500 IDS
NOTE: FOR THE OFFSET CLIP. USETHE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP.
FIGURE 1: FIGURE 2:
0 0 0 0
0 0
FIGURE 3:
0 0
FIGURE 4: FIGURE&
M
FIGURE 6:
ANGLE
CLIP MUST
BE USED
IN PAIRS.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(VANCHOR CAP.- ANCHORCAP.-
., I U'";AP ' ')
(DP-) X ON IAP.*Z-
USE THIS FORMULA TO OBTAIN THE 7ANCHOR
CAPACITY REQUIRED'CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES.
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL HE
6063-T5 AND BEA MINIMUM OF.125"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.046- THICK (18 GAUGE)' STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND A36. ALL
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
PRODUCT REVISED
as conplyinii with ilia Florida
BuildingOOdc .. -- ,
1-YNN 4114
..........
A,
V
mo. 5B705
TF F
A. LYNN P.E.
FL P.E.# 58705
TABLE9A
11111111113111 Capacity Table (lbsW)
Opening Width (for verlically-spanning
mullions) or Opening Height (for harizOillaily-spannIng ratillions)
50 In
Sol.
70 in
an In
90 In
is In
120 In
140 In
160 In
2x4 x.25
Rectangular
Loading
T-larriang.
Loading
Ralgol I
Loading
Trap sa
Loading
Lo ding
Tnap/rf, .
Loading
Loading
n
Loading
Rt..gular
Loading
I Trapffirl. '
Loading
It I
Lo ding
L 0
ng.
Loading
Real ,
Load all
Loading
Loading
ding
Loading
Loading
Aluni.Tube
Mullion
Z.
.5
mm g
[RI
8
<
'31
9
A,
N
[ReL
.5; i
<
I
Iml
1w
`
M
2
42 In
170.0
020
170.0
435
170.0
744
17&0
478
170.0
868
170.0
508
!70.0
02
700
51
70 0
1 '0'0
Ilia
70.0
521
170.0
7 0 0
1240
170.0
621
170.0
70'0
48' 1
170.0
521
170.0
-
1735
-
170.0
521
170.0
1083
170.0
521
48 In
170.0
708
170.0
524
170.0
850
170.0
584
170.0
992
170.0
630
1 70.0
1133
170.01
as,
170.0
'7'*o
1275
170.0
677
0
170.01
7
1417
170.0
680
170.0
7
0' 0
170a
-:0
170
[ SEID
170.0
1983
170.0
600
170.0
2267
1 170.0
680
60.625 In
170.0
747
170.0
563
170.0
698
1 170.0
631
170.0
1048
170.0
684
1 70.0
1195
170.01
7n
170.0
'70.0
1345
170.0
747
7
170.01
1494
1 170.0
756
170.0
7
1793
170.61
755
170.0
2092
170.01
758
170.0
2391-1,170.0
786 1
54 In
17D.0
797
170.D
612
170.0
966
170.0
691
170.0
1116
170.1)
754
170.0
1275
170.D
803
V0.0
r17
0.0
1434
170.0
837
-
170.0
7
1694
170.0
856
a
170.0
1913
170.0
881
!70.0
1231
!70 !
861
1700
2650
170.0
861
60 In
170.0
885
170.0
701
170.0
1063
170.0
797
170.0
1240
170.0
878
170.0
1417
170.0
944
1 ..
170.0
7
1594
170.0
998
0
170.0
7
1771
170.0
1033
1 70.0
170.0
[7
2125
170.0
1063
170.0
2470
'70.a
1083
'60.8
2680
170.0
1063
63 In
V0.0
930
170.0
745
170.0
Ilia
170.0
850
170.0
1302
170.0
940
170.0
1488
170.0
1016
7...
170.0
1873
170.0
1070
"a..
170.0
! "g
!70.0
1122
WILD
1 7a. D
2231
170.01
1169
1613.7
2553
170.01
1171
145.9
2553
170.0
1171
66 In
170.0
974
170.0,
789
_
170.0
-
1169
-
170.0
-
903
170.0
1304
170.0
1002
170.0
1550
170.0
1086
1...
170.0
1753
170.0
1155
1'. -
170.0
1 94;
17; .0
1210
17...
170.0
2330
1170.0
1276
161.9
2437
1700
12 86
132.9
2437
170.0
1286
72 In
170.0
1003
170,01
878
170.0
1275
17D.0
1009
170.0
1468
170.0
1126
'21
1
170.0
1700
170.0
1228
170.0
1913
170.0
1315
17--
170.0
2125
170.0
. 1387
4 .6
145.6
2184
170.0
488
Z4.8
2184
170. ;
1 1620
; M2
2184
170.01
1630
78 in
170.0
1122
170.01
037
170.0
1348
170.0
1080
IM.0
1670
170.0
1209
209
170.0
1704
170.0
1322
105.1
1000
170.0
1421
148.0
" - I.
Is"
1700
1 605
in. a
in's
1 080
101 .6
IM8
108.1
1960
154.1)
1535
02.9
1060
162.7
1631
2
70 In
170.0
1151
170.0
067
.170.0
1081
170.0
1116
170.0
1811
170.0
1260
170.0
1842
170.0
1309
162.7
1801
170.0
1474
'37 4
137.4
1661
163.1
1500
114.5
1861
147.3
1473
90.2
1881
130.6
1459
86.0
1881
137.81
1464
00 In
170.0
1328
170.0
1144
149.1
1398
158.0
1219
127.8
1398
13B.0
1198
111.8
1308
12l.3
1179
99.4
1398
110.2
1182
89.6
as a
1398
101.6
1147
74.5
1398
89.8
1122
63.9
1398
827
1105
65.9
1398
78.9
1096
96 In
147A
1229
i5l.6
1098
122.9
1229
127.0
1079
105.3
1229
111.2
1081
1491L27.3
92...1.
�1.221)
98.9
1044
61.9
We
89.6
1029
73.7
'3 7
1229
62.4
1016
61.4
1229
72.2
993
52.7
1229
66.9
977
48.1
1229
62.1
957
108 In
103.5
971
105.8
977
86.3
971
89.0
SW
74.0
971
77.2
049
641
071
88.4
637
57.5
071
81.8
825
51.8
971
56.6
815
43.1
971
40.0
798
37.0
071
4 .0
782
32.4
971
--011
40.8
771
III In
95.4
919
97.3
032
70.5
916
81.9
Big
08.1
019
70.1)
808
.0.
ira-
9-19
-a
1-
56.7
784
47.7
919
51.8
1.
'0.2
742
29.0
�7,1
786
76.8
718
62.9
758
64.6
1.1
133.
788
SS.8
.5
B95
V. �
711.
41..
711.
#.4
677
37.7
788
41,
27.0
788
31.0
641
23.6
788
28.4
618
44.2
504
36.4
-
540
----r498
37.0
---t
-
31.2
___
546
31.0
a,
646
28.2
485
24.3
.
2..3
479
21.0
648
2Z
474
18.2
640
I
19.5
1 464
-
15.6
4.1
7
--r--
112
4sa
-
13-7
1
_L_
5-5
_L_
Anchor Capacity Table fibs)
Substrate:
2.71, Concrete
3.5k Cone.
Holl-CMU
FilledCMU
PT Wood
mew
Anchor Clip Patterns
Anchor TyK.
311W El- Ultrawn
114- Elco Utr-
511101 El.
LaW .11
3116- Elco tjllra�
114- Elco Ultnama
114. W9 El.
AggaraGt,
611
LnVE[w
lna�
114'SSEIC.
AggreGalor
#10Steel
Scnew(Gli)s�((35)
#12SIed
012SIft?
Scrow((35)
Edge Dlatewe on):
1"
2-1/2'
1.
2-i1r-
3-1/ir
1"
2-1/2'
1
2-112*
r-
3-1/0'
21
0.48'
0154,
0.324*
Embedment fail:
1-314-
1-Y4'
l-W4E
l-W4"
V
1-11-4-
lml/,Vl-
l-lw
i4w
in!/4'
1414-
-3/8-
l-WW
j.ao note 4)
2 Anchons @ 4.75m Min.
O.G. /Standard Clip (Fig. I or2):
390 all
3901bg
450 lbs
890 1b,
1644 Its
270 lb,
280 lba
354 lba
740 Me
468 to,
664 [as
11821D.
328 to,
420 Ilosi
560 to$
4 Ancho. 0 2.8111 Min, O.C. / Standard Clip (Fla. 3):
740 flas,
74D log
630 lbs
1495 lbs
1424 lba
WA
860 Iss
ITA
695 lb,
NZA
880 lbs
NIA
6521'.
.a Its
1120 The
6 Archors (M 1.718 Min. O.C. I Standard Clip (Fig. 4):
885lb3
AFRE
-7is I -b.
1846 Is,
WA
N/A
705 lbs
IVA
709 lbs
WA
WA
NIA
078 Its
1260 to&
1680 lbs
4 Amhon; @ 3- Min. O.C. 1 (2) 20 Angle Caps (Fig. 5):
780 lbs
680 Ilas
1660 lbs
1698 Its
C640 10
660 to$
N/A
700 its
we it.
880 lb,
2384 11;3
652 11,3
640 ILs
11201ba
Min. O.C. 1(2)Z15Ani (Fig. Q:
1170 Its
1170 lbs
1020 Has
2340 lbs
2844 li
810-11as
840 lies
NIA
1140 Its
1404 lbs
1320 abs
3546 lbs
978 lb3
1280 to.
1680 Ica
3 Anchois Q 1.34" Min. O.C. I U-Clip, Into US' Alum (Fig. 7):
NIA
N/A
N/A
WA
-A
WA
NIA
WA
=NJA
4=2�A
NIA
WA
N/A
-
I
W.
a Anch- Q c6f Min. D.0 / U-01l; Into 118r Alum Og. 6):
WA
N/A
WA
.
WA
WA
A
WA
-
NIA
WA
211
2A.h.rs@'2.68` Min. O.C. I F-Cllp (Fig. :
370lbs
743 ft
712 lbs
I WA
1
8 lba
I WA
440 Ica
N/A
326 lbs
420 lbs
660 lb,
3 Awhois @ 1.71' Min. O.C. / F-Ulp (Fig. 10):
390 to,
__�O�Ibs!I!Ibs
3 01b.
340 bB
760 Its
048 lba
1 270 lbs
1 280 11,3
NIA
Sao IDS
118211aa
326 Has
420 has
660 its
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4:
0 o o 0 0 - o'
0 1
�. 011 0 0 o o 0� o a 0 0 o ol 6�
FIGURE 5: FIGURE-6: -
FIGURE7: FIGURE& FIGURES: FIGURE 10: ANGLE CLIP
(FIGURES 5&6)
0 MUST BE USED
IN PAIRS.
CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
(,ANCHOR CCAP.,,-,-) � ANCHOR CAP.-
(DP-) X �U"K)N " _ _
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED"CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR
GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY
BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON
SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT
(CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.
ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM CF.1 25" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045- THICK (18
GAUGE). STRUCTURAL STEEL TO BEAT LEAST. 125- THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
THREADS BEYOND THE MATERIAL.
h A
09 ER
c5te
REVSED
I`
it will, dic Fictift
-0111
a705 S
0 5
-0 LU
ITS
", G-
TX EO
10NAL
A MILL�_R,, P.E.
FL P.E.# 58705
TABLE10A
Mullion Capacity Table (lbsilt")
Opening Width (forvertically-sparning mullions) or Opening Height (for horizontaly-spairring mullons)
50 in
60 in
70 in
80 In
11 9 in
I In
120 In
14 In
160 In
2x 0 x.26
Reclangular
Load Ing
M-P)THS-9
Loadl ng
Rectangular
Loading
Trap/Triang.
Leading
ReclengWa,
Loading
TnapfTd. it.
Lwdin'
.g
9
Rectangular
""
L
Loading
Trep/Tiang.
Loading
Rmlangular
Loacling
T'." all.
'A
Load,
Rect.nil.l.,
LoadIng
T,.Pmng,
n
I Loadl g
Reatongul
LoadIng
T-PITO.ng
L. n
ad a
Roct.,igbr
L.,ng
TraplTdmg-
Wdln a
Rectangular
LoadIng
'ftaplTriang.
Loading
Alum. Tube
Mullion
P
2�
'IS
P
It
&
A-
.1
RR
.2
2.1
2.
Z5
<
jwgR
P
k
'
2L
-1 g
,
k
11
Z 2
S
.1
i;�
K g
a
I
a
fir
a
<
12
-'s
,
` -
-,
-E -
a -
a
i
1,
0. R
8
A,
I
2
4F
42 In
170.0
620
170.0
435
170`0
170.0
744
170.0
478
170.0
858
170.0
�gs
606
170.0
7!
002
170.0
519
'7111
170.0
1110
170.0
1
170
2 4 0
521
48 In
170.0
708
170.0
524
170.0
'7ag
850
170.0
584
170.0
902
170.0
630
ase
170.0
l'tLe
111133
170.0
6061
170.0
'0a
'276
170.0
077
170.0
'7
1417
170.0
680
170.0
1700
170.0
a..
680
I
'170.0
7. g
1983
170.0
680
170.0
2267
1 170.01
680
50.625 In
170.0
747
170.0
563
170.0
7 ad
898
17o.0
631
170.0
1 70,1
1040
170.01
664
1 V0.0
1195
170.0
723
X.
170.0
113415
170.0
747
170.0
1494
`4
1 170.0
756
170.0
1793
170.0
758
170.0
00
2092
170o
755
170.0
2391
170.0
758
64 In
170.0
707
170.0
012
170.0
[7
050
170.0
691
7ao
'70.0
1116
170.0
754
170.0
1275
170.0
803
'7e_.
170.0
1434
B37
170.0
'70,1
1594
170.0
658
170.0
1913
170.0
as
861
170.0
2231
170.0
861
170.0
2550
170.0
861
60 In
170.0
11115
170.0
701
1 70..
170.0
1003
170.0
797
7
170.0
g.o
1240
170.0
978
170.0
1417
170.0
944
170.0
'70 0
1594
_170.0
170.0
996
170.0
1771
170.0
1033
170.0
ZVS
170.1)
'-3
1063
"a I'
170.0
2479
170.0
1063
170.0
2833
170.01
1063
63 In
170.0
030
170.0
745
Vag
1 .0
1118
170.0
850
170.0
17 a_.
[17
1302
170.0
940
170.0
1488
17MO
iD15
170.0
17F
1073
70 0
170.0
U78
7
170.0
'is
1859
170.0
1122
V0.0
2231
170.0
g
1169
0
170.0
2(103
170.0
1171
170.0
2075
170.0
1171
Us In
170.0
074
1170.0
789
170.0,
1169
1 170.0
903
'7a.
170.0
1304
170.0
1002
170.0
1558
170.01
1086
170.0
1753
'o -
170.0
1155
170..
170.0
[7
'.a
1948
170.0
1210
170.0
2339
170.01,
1275
1275
f77
l7o.
170.0
2727
Vag.
1286
170.0
3117
1170.0
1288,
72 In
170.0
1 DB3
V0.0
878
170.0
1276
170.0
1009
17 .
170.0
1488
170.0
1128
1 '2'
170.0
1700
0'
170.0
1228
170.0
1913
7. -
170.0
1315
V0.0
'70_0
'112"
2125
170.0
1387
170.0
2550
170.0
1498
14tte
170.0
"o 0
2975
170.0
`1520
170.0
340C
170.0
1530
76 Id'
170.0
1122
170.0
937
170.0
1348
170.0
1080
0.0
170.0
1570
170.0
1209
12"
1 0.0
170.0
1794
170.0
1322
170.0
2019
7 .
.
170.0
1421
, 00
170.0
7
224s
2243
170.0
160S
170.0
2692
170.1)
1029
.g
1 7go
170.0
3140
170.0
1694
170.0
3589
170.0
1705
78 In
170.0
1151
170.0
967
17MO
1381
170.0
1116
170.0,
1811
170.0
1250
170.0
1842
170.0
1369
170.0
2072
170.0
1474
2302
170.0
1504
170.0
2703
170.0
1700
170.0
3223
1 170.0
1777
170.0
3683
170.0
1706
90 In
170.0
1328
170.0
1144
170.0
1594
170.0
132B
170.0
1859
170.0
1498,
170.0
'2125
V0.0
1653
170.0
2391
170.0
1703
_170.0
170.0
2a58
170.0
1018
170.0
3188
170.0
2120
Z "
.
156.0
3413
170.0
2273
138.5
3413
170.0
2381
06 In
170.0
1417
170.0
1232
170.0
1700
170.0
1434
170.0
111153
170.0
ja_
1622
170.0
22a7
170.0
1784
170.0
2&90
170.0
1052
170.0
2833
1 170.0
2095
160.0
31099
170.0
20330
137.1
31119
166.8
2470
=0
319.9
15.0.1
2428
108 n
170.0,
15S4
i a.
1 .
1
17 0
1847,170.0
2231
170.0
1970
70.0
2550
170.0
2078
164.0
2781
170.0
2271
14&3
2181
181.0.
2333
123.6
2781
140.4
2281
105.9
2781
125.9
2234
9Z7
2781
1116.0
2190
111 In
171.0
1638
170.0
1454
170.0
1968
170.0
1700
170.0
2293
1 .0
as
1032
170.0
2621
170*0
49
151.6
2632
162 .3
138.6
2OZ2
1484
2216
113.6
2832
12a.4
66
97 1
-
11 6.1
2126
05.4
2632
100.3
2096
J'o'.
T70.0
1771
Vag
15BO
170.0
2125
170.0
1859
115,1.4
2252
15 .0
1091
1 as
135.1
s
2252
141.4
1094
12D.1
2252
127.2
108.1
2252
';��i
1915
00.1
2262
7i
2252
83.9
1836
67.6
2252
BIA
1806
1. "
1.1
1-
126..�I.s
1043
91.5
Jo
1407
78.2 1
, .
1564
80.7
1390
69,6
1 1504
72.3
e2.6
1.
65.7
1858
52.1
1664
96.0
1330
44.7
1864
49,2
305
39.1
15134
44A
1283
.TAPI r inn
Anchor Capacity Table jibs)
SOetmte:
2.7k Cacrals
3.5k Cone.
I Holl-CMIJ
FIIIedCMU
PT Wood
metal
Anchor Clip Patterns
AnchorType:
311W'Elco ultracon
114" Eloo Ultracon
BMW Ello
Ug. c.n
3116' El..
1/4- Elco Ultrawn
'14"'S Elco
A 'ator
giner
6
511 " Elco
ultracon
114- SS Elco
AggreGolo,
010 Steel
Screw(65)
912 Steel
Senew(G5)
02 Steel
Sc,eWIG5)
Edge DlaWaCo gnY.
im
2-1/2'
1"
2-1/2'
3-1/v
1.
2-1/2'
1.
2-1/2,
2'
3-lia"
1.
0.49'
1 .
.32C
Embedment Ony.
1,V4*
1-3/4"
1-314'
I -VC
2-
1-1/4u
1-1/4'
1-114"
1-114"
1-114"
I-l/N'
21
1.111.
1-318,
(a.. is 4)
2 Amhore @ 4.71? Min.
D.C. I Standard all, (Fig. I or 2)�
390 [be
390 lb.
-
450 In.
-
890 lbs
1644 to.
270 lbs
280 lbs
364 lbs
740 Ib3
408 lbs
664 [be
1162 lbs
320 Its
420 lb,
50 0 lbs
4 Anchors @ 4.eV Min. 0.0. 1 Standard Clip (F!Dm 3):
780 lbs
780 lbs
Goo !be
1760 Its
3094 las
540 [be
560 lb,
708 lbe
1460 Ibe
936 lbs
1104 In.
2364 The
652 lbs
840 lb,
1120 IG7
8 Anchors a 1.71" Min. D.C. / Staad.rd Min (Fig. 4):
1100 lbs
1400 [be
10101b.
2595 lbs
WA
NIA
840 lbs
-N/A
1065 We
N/A
NIA
NIA
1304 too
1680 lb,
240 [be
4 Anchors @ V'Mln. D.C. 1(2) 2x5 Angle Clips (Fig. Sy.
780 lbs
780 We
880 [be
1660 lion
1169811b.
640 Ibb
560 Ib3
WA
.
760 [be
030 flas
880 the
2364 lb.
652 [bs
840 It.
1120 Me
8 Anchon, @ 3" Min. O.C. / (2) 2x5 Angle Clips (Fig. O�
1580 lbs
1660 lbs
1360 lbs
3120 lbs
3702 lbs
1080 ibB
1120 lbs
15 lb.
1672 lb.
17601 .
472B s
I 13D4 Ift
1 168 11,3
2240 lbs
12Anchore @ 1.5" Min. D.C. 1(2) W Angla Clips (Fig. 7y.
1660 lb5
2100 lbs
1440 lbs
3780 lbs
NIA
WA
1320 [be
WA_
_1_600 lbs_
N/A
NIA_
NIA
1958 las
2520 lb,
3360 lb,
4 Anchore @ 134- Min. D.C. I U-ClIp, Into 1/8" tan. .8
NIA
NIA
WA
WA
NIA
N/A
N/A
N/A
N/A
NIIA
WA
-
NIA
NIA
N/A
1432T3
a M�h- 0 0.64- Min. D.C. / UwQlp. [at. 1/8' Aturn. It
WA
NIA
I WA
I NIA
NIA
NIA
NIA
WA
N/A
N/A
WA
WA
2884 lbs
2 Aoh- (10 4.06- Min. O.C. I F-cllp 'Fla. I 0'�j
be
I.
�io ba
IlDO We
1632 lba
270 [be
280 the
lie
1 162 l4s
326 [be
420 o3
560 lbs
4 Anchors @ 1.71" Min. O.C. I F-Clip (Fig. 1 ly.
1 590 lbs
1 700 Jos
1 505 Ins
I 12DO [be
NIA
WA
470 lb3
NIA
N/A
WA
612 In.
840 lb,
FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE9: FIGURE10: FIGUREII: TABLE NOTES:
0 0 . . 0
AN STMENT FORMULA:
(DP_) X (,ANCHOR CAP*,-,-) = ANCHOR CAP...
ULL'IN CA ,__
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
I ANCH R CAPACITY TABLE.
.250"..
0 00 0 0 0 0 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON
* 01 LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 6.000"
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
0 0 0 0 0 0 0 0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
0 a 0. 0 ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED
0 0 0 L'..' - . doo o - *.- - .* - MOO,. - M-9. IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
FIGURE 5: FIGURE 6: FIGURE 7: It) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
ANGLE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G-90. WOOD SHALL BE PRESSURE -TREATED
CLIP
(FIGURES YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM S14ALL BE 6063-T5 AND BE A MINIMUM OF - 125"
6-7� THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO
MUST BE BE AT LEAST.125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW
USED IN THREADS BEYOND THE MATERIAL. Z'X6'X.25'
PAIRS. MULLION
as co,oplying with the Florida
Building Code
Accoplance No
E Vateldby-
'x G"
N on,
Q ado Piroduct fro
No.58705
:E
1 7
A.. LYN N"IVIILLE' 'P'.F-.
FIL P.E.# 58705
I TABLE I 11A
Mullion Ca acity Table (lbsiffe)
Opening Width (for vertically-spantilng
mulflons) or Opening Height (for horizon1011Ir-spanning mul1lons)
50 in
60 In
7 1.
80 In
90 In
1 100 in
12 In
140 in
160 In
1.26" X2.11"
Ro.t.""ar
Loading
Tmpfrrfa
Loadin
Rect.rij.1'r
Lo QdIng
Trapfrdarg.
Lo ading
Rectang,for
Loading
T1.1,1116. g..
Leading
R.Ctanqulor
L..drg
RpTri ng.
Loadiag
o
Reatwg.lor
R't''o
Loading
Trap/Man -
LoodIng"
ReoInnitulr
Load Ing
Traptni.
Loadingo
Reolangular
Loading
TmpfTd.ng.
Lodd[ ft9
Recloni;War
Loading
TraprTrIang.
Loading
Rectangular
L..ftq
TrapIrdang.
Loading
..12V'Alutn
Tube Mull
2
2
5
:11
5
J1
42 In
144.2
628
'2'
167.01
428
120.2
628
148.91
419
103.0
528
138.9
414
90.1
526
134.61
411
iio�
80.1
626
134.1
411
72.1
520
134.11
411
1 60.1
620
134.1
411
51.5
526
134.11
411
45.1
520
134.1
411
48 In
06.6
403
403
.108.0
333
00.5
403
04.7
325
69.0
403
86.4
320
60.4
403
81.4
317
63.7
.3.7
403
70.1
315
48.3
403
78.6
314
40'3
403
78.8
314
34.6
4"
403
78.6
314
30.2
403
78.6
314
6MS25 In
82.3
382
91.0
301
68.8
362
70.3
204
50.0
289
51.5
362
67.2
286
45.7
362
64.6
284
11.2
362
63.8
283
34.3
382
03.5
283
29.4
362
63.6
283
25.7
302
63.6
283
64 In
em
318
74.1
267
58.5
318
64.2
281
48.6
318
67.7
2SO
4Z4
310
63.6
253
37.7
318
60.6
250
33.9
318
49.6
249
28.3
316
49.1
248
24,2
318
40.1
249
21.2
31B
49.1
248
60 In
49.5
268
53.1
219
41.2
268
45.7
214
35.3
258
40.7
210
3D.9
258
37.2
207
27.5
250
34.9
204
24.7
25D
33.4
203
20.6
258
32.2
201
' 7.7
[133.3
258
32.2
201
16.6
269
3Z2
201
63 In
-661n
4Z7
234
45.6
2co
3s.e
234
39.1
195
30.6
234
34.7
192
26.7
234
31.6
189
23.7
234
29.4
186
21A
234
28.0
17.8
234
28.6
183
1& . 3
234
26.5
183
13.4
234
20.6
183
37.2
2113
39.4
183
31.0
213
33.7
179
28.6
13D271.9
213
20.8
178
23.2
213
27.0
173
20.0
213
26.1
170
18.0
#23
155
213
22.2
197
213
U.0
213
22.0
165
72 In
28.8
179
30.1
165
11e
0.11
112
20.4
170
.6
149
1 17.9
170
20.3
1 147
U.9
m
26A
140
20.3
161
21.6
137
17.4 1
161
19.0
135
*15.2
101
17.0
1 133
781.
22.5 1
152
23.6
133 1
10.8
152
19.9
131
16.1 1
152
,a
1'.'
17.6
128
I TAPI r 4 1 Ck
Anchor Ca pacity Tab le (Ild s)
S.b.trai. 2.7k Conenoto
Hail- CMU
F11W CMU
PTW-d
M al
Anchor Clip Patterns
AnchorTyps: 31161 Elao Utram
114* Elco Ultra-
611V Moo
ultracon
3116" Fjoo U I -on
114m Elco U11mcm
1114"SS ata�
Agg.l;r
UIU.=
1/4' 53 EIC,
I ator
1111 SI11I
111.2 Simi
#12 Steel
tic WIGS)
Edg. DiMm. Ijn�. 2-IfZ'
3
2'
2'
2-
1 3-116.
1 2-
0
--F324-
ErnbodmenL (1n): .,4
'-'14' 1-114"
�1
.1,4.
'_'7
1:114- MIL4
14W
1 1-114"
2w
�41"
1
-W.. at. 4)
4 Anchom (III 3!'MIn. O.C. (2) NS A gf. Clip (Fig. 1),
n 'IIO'�
.. 7 Ibs
a. �Iio
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURE 1:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
F THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
ANGLE CLIP MUST BE USED IN PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND HE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL
(ANCHOR CAP� ANCHOR CAP...
iU
P.) X LLIIN CA
US E THIS FORMULA TO OBTAIN THE 'ANCHOR
CAPACITY REQU IRED7 CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT 15 LOWER THAN THE MULLION
CAPA61TY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
IIQ -*
I 'e
n, d' I
PRODUCr REVISED
w coinplyingwith the Florida
Building C110
AC 0"__ No
halot.
one intail"."'.
No. 5ST05
EOF 4
C\ f17-1
"A , 0,
PLORkul'
/,j . //ONA\-
A. LYNW hh(LA', P.E.
FIL P.E.# 58705
TABLE12A
Mullion Capacity Table (lbsife)
Opening Width (for verfically-sperming mullions) or Opening Height (for horizontaillr-spanning mullions)
In
70 In
80 In
90 In
I In
120 In
140 In
160 In
3.26" 30
RooWgU.,
Leading
Papffflang.
Loading
Rect.nDWOT
Leading
Timpffifang.
Loading
RmWngul r
Lesaing
TrOplu.na.
Leading
ding
LoadIng
Loading
L ding
-izeo-t..qL-4.r
Loading
FT-.W..n
Leading
Leading
Loading
Loading
LoadIng
Leading
Loading
DEG.AL
BAY MULL
P
2
I I
�p
IN
Is
55'
-
[R
A,
.
43
P
<
42 In
170.0
020
170.0
435
170.0
1 '0'0
744
170.0
478
170.0
888
170.0
BOB
Jo -
170.0
992
170.0
519
i7o 0
1116
70.0
521
170.0
124D
170-0
521
170.0
1488
170.0
5�211
1o"
170.0
1735
1-70.0
6-21
'14 .1
1740
170.0
521
45 In
170.0
708
170.0
524
170.0
'71.1
850
170.0
584
170.0
992
170.0
630
170.0
7..
1133
170.0,
661
170.0
1276
170.0
6n
1170.0
1417
17QO
680
152.2
1622
170.0
80
30.6
130 *
1522
170.0
680
114.2
'1622
170.0
680
50.625]n
170.0
747
170.0
563
170.0
698
170.0
631
170.0
1048
170.0
684
"0_.
- 170.0
1105
170-0
723
170.0
1345
170.0
747
164.21
1443
170.0
756
136.9
1443
170.0
756
6
1 17.3
117.3
1443
170.01
758
102.8
1443
1170.0
768
64 In
170.0
797
170.0
612
170.0
OW
170.0
691
170.0
1116
170.0
754
170.0
7..
1275
170.0
803
160.4
1353
144.3
053
170.0
856
120.3
1353
170.0
861
103.1
1- '
[7
1353
170.01
861
90.2
1353
170.0
881
00 In
170.0
BaS
170.0
701
170.0
'70.0
1003
170.0
797
167.0
1218
170.0
878
140.1
D"
1218
170.0
944
129.8
1218
159.0
936
110.9
1218
I5ZI
924
97.4
1218
148.1
913
83.5
Z"
1218
146.1
913
73A
1218
148.1
913
631.
170.0
930
170.0
745
170.0
17L
1116
170.0
850
150.2
1150
168.8
933
'.J.'
131.4
'1160
153.0
914
116.8
1150
141.0
898
105.1
1115D
134.2
005
87.0
1150
126.7
871
75.1
B.1
1150
128,2
870
65.7
1180
126.2
870
66 In
170.0.
074
170.0
789
152.4,
'2 ' 4
1048
165.0
OBI
130.6
1048
146.6
eS4
1'. S
114.3.
1048
133.1
850
101.8
1048
123.4
839
01.4
104B,
110,8
830
76.2
1048
100.41
021
.S.3
65.3
1048
108.2
818
67.1
1 1046
108.21
810 1
721.
140.8
880
141 1
147.0
784
7114
74
117.4 1
BMW
128.0
748
100.6
080
110.8
734
60.0
880
100.0
722
78.2
SOD
92.0
712
70.4
880
66.2
703
7
BB.7
age
70.2
693
50.3
'0'3
66D
76.5
006
44.0
880
76.4
088
76 In
119.7
700
126.1
690
99.8
790
IC6.4
678
85.5
700
93.3
663
74.8
790
80s, 0
652
86.5
790
76.0
643
1 59.9
790
71.7
635
49.0
4' ' '
790
65.1
624
2 *8
42.8
790
62.1
610
37.4
790
81.5
617
78 In
1110.8
760
115.5
857
S23
92.3
750
88.1
644
79.1
760
85.8
e32
69.2
750
77.1
621
81.6
750
70.8
012
5&4
750
05.7
605
4--2
46.2
750
5D.4
594
39.6
-S
75D
56.2
588
34.0
750
MIS
580
00 In
721
60
74A
600
go
GDA
583
62.0
491
51.5
563
54.8
403
45.1
663
48.0
476
40.1
563
44.4
468
30.1
563
40.9
482
30.0
563
30.2
452
S
2&8
[2
583
33.3
445
22.5
663
31.8
442
08 In
59.4
495
61.1
443
49.5
495
51.5
435
42.4
495
44.8
427
37.1
495
39.0
421
33.0
495
36.1
4`15
20.7
495
33.2
4D9
24.8
495
29,1
400
21.2
405
8
1 3D4
1Bd
405
26.0
390
108 In
41.7
391
A2.0
353
34.8
391
35.9
348
29.8
391
31.1
342
26.1
391
27.8
337
23.2
$91
24.9
333
20.9
391
22.8
=
17.4.
391
19.7
321
14.9
391
17.8
315
III In
30.4
370
3D.2
335
32.0
370
.0
330
77.5
370
28.6
3251
24.0
370
29.3
320
21.4
370
22.8
310
10.2
.370
21,1
112
1& 0
370
18.1
305
12D in
30.4
7
B
25.3
317
28.0
284
21.7
317
22.5
280
19.0
317
10.9
278
18.9
317
17.9
273
144 In
17.0
.
'-TArkI r 19R
Anchor Capacity Table (Ibs)
S.bstmt.: 2.7k Concrete
3.6k Cone.
Hollow CMU
Filled CMU
PTWood
Metal
Anchor Clip Patterns
AncharType. 3116" Elco Ullmoon
1/4' END 1111mcon
611" El'*
1.11bacon
311V EICO (111mcon
1W Elco Ullmcon
1143 SS El"
AggreGator
5116" Eloo
UjImcon
114"SSFIco
AggroGalor
#10Sted
Screw(G5)
#128teel
Semw(GS)
#128toel
Scrow(05)
- -
Edge Distance ft.
1;4
2-112'
1"
2-112�
3-1/6'
V
2-1/2'
1.
1 2-1/2'.
21
3A1811
T
I
0.48'
---
064-
-
--F324-
. 1
Embedment On) 1 Z "
1-3/4"
1-314"
1-iL-
1-1/4"
1.114"
-1
-1
1-114"
2'
1-318"
"181
Tee -note 4)
2 Anchom @ 5* Min.
O.C. 1(2) 26/mille, Clips (Fill, 1):- 3GO IDS
390 11,3
450 10
890 lbs
170D lbs
yl.IL4*_
1.
740 Ibs
468 lbs
720 lbs
1182 lbs
328 lbs
420 Its
660 lbs
4 A 760 lbs
Q 3.5'Mln. O.C. / (2) 2x5 Anglo Clips (Fig. 2).'
780 lb,
790 [be
1670 lba
2525 lbs
N/A
1120 lbs
I
M lbs
88D lbs
2384 lbs
652 NO
840 IDS
1120 IET
iz�om
chom @ 2.71" Min. O.C. 1(2) 2x5 Angle )fi:l 120 Ibs
1121) lbs
950 lbs
2246 lbs
2254 lbs
NIA
105D IW
NIA
1320 11,3
N/A
978 lea
1260i�s
1 655 ibs
FIGURE 1:
FIGURE2:
FIGURE &
ANGLE CLIP (FIGURES MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-rILLED.
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.125"THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
ANCHOR CAPACITY ADJUSTMENT FORMULA:
ANCH'.0'R ANCHOR CAP...
(I)P..)X
USE THIS FORMULA TO OBTAIN THE"ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING, WHEN IT IS LOWER THAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
30* BAY
MULLION
I-, X
PR
ce
H
...........
58705
Lful:
STATE 0
. 'S/0
1"' '&L""\'
A. LYNN ER, P.E.
FL P.E.# 58705
TABLE 13A
Mullion Capacity Table (Itts1fe)
Opening Width (for vertically-spenning
mUlions) or Opening Height (for horimnlally-spanning mulions)
50 In
OD In
In
6 In
Do In
100 (a
120 In
140 In
160 In
3.26" 46
Loading
TroplTdong.
LoadIng
RK-two.
Loading
TropIrlong.
Loading
Rect
I. nul"
d] g
TmpfTdar'g.
Leading
ll"`tang�l
LosdIng
Trawder,
LoadIngg
Rectimildor
L-.,.g
TMP/Td It.
Ldln'g'
Rectang.1
Loadings'
Troparran
Loadmg
Rectangular
Leading
ImplTriang.
Leading
Rectangular
I'
Loading
Trapad .
Laadang
nq
Rect gular
d
L. Ing
Traordang
LoadIng
DEG, AL
BAY MULL
ill;
Ta; ii.
J,
< oc
K
g
F.
9
29
21
42 In
170.01
620
170.01
435
170.0
744.
170.0
478
170.0
669
J70.0
606
170.0
902
17MO
519
170.0
1110
170.01
521
1170.0
1240
170.01
621
170.0
1488
170.0
6211
170.0
17.0
!731
170.0
160.3
1871
170.0
521
481.
170.0
708
'170.01
524
170.0
650
170.0
504
170.0
092
170.0
630
170.0
1133
170.01
681
170.0
1275
170.01
677
1170.0
1417
170.0
eso
163.7
1637
170.0
680
'4U
140.3
'837
170.0
600
122.6
1637
170.0
680
60-825 In
170.0
747
170.01
60-3
170.01
696
170.0
631
170.0
1046
170.0
e84
170.0
1195
170.01
723
170.0
1345
V10.0
1 74-1
1170.0
1494
17D.0
766
147.1
1652
170.0
766
128.1
12.-1
1652
170.0
758
110.4
1552
170.0
?SO
4 In
54 In
170.0
797
170.01
612
170.0
056
170.0
691
170.0
11`16
1170.0
764
170.0
1276
170.0
e03
7d
170.0
1434
170.01
837
155.2
1455
170.0
See
129.3
1455
170.0
661
110.8
e
1455
170.0
661
97.0
1455
170.0
Bel
6 BD In
D
170.0
085
170.01
701
170.0
1063
'.3
17..
17MO
797
1.7
-
170.0
'7
1240
'24.
170.o
078
157.1
1309
170.0
944
139.7
'7
13oa
vo.o
I sea
125.7
13M
163.5
904
104.8
13-09
157.1
982
Ile
80.8
1309
167.1
982
70.0
IND
157,1
9112
63 In
170.0
030
"g
170.0
170.01
746
746
170.0
7 0.0
1110
170.0
850
182.8
2
12411
1247
1 170.0
17c..
940
1425
1247
104.6
083
. .7
126.7
1247
152.01
965
114.0
1247
144.3
952-
95.0
1247
136.2
We
.1 .4
61.4
1247
135.7
035
71.3
1247
135.7
035
66 In
170-0
974
170.0 1
789
0
17-0.0
17
1169
170.0
903
148.4
'4 4
1190
163.71
065
129.9
1100
147.0
945
115.4
'eA
[7
1100
130.5
92a
103.9
1180
1213.4
914
88.6
1190
119.5
898
74.2
1190
118.1
893
64.9
1100
118.1
03
d721n
161.8
1010
16D.8
077
134.7
134.7
1010
144.0
859
1
115.4
1 tl 4
1010
127.21
842
101.0
1010
1`14.7
828
80.8
-�o 1-0
105.0
817
60.8
1010
011.9
1dJ7
67.3
1010
00.8
795
57.7
1010
57.8
7000
60.6
1010
87.7
78D
76 In
137.4
We
143.6
702
114.6
See
122.0
776
o a 1
98.1
goo
107.1
761
65.0
908
00.2
740
76.3
000
.2
73B
60.7
900
82.3
72a
57.3
906
74.7
716
49.1
900
71.2
710
42 9
429
000
70.6
708
79 In
127.1
881
132.6
754
105.91
Ite
Bel
112.5
738
a
90.8
861
98.8
725
70.4
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88.5
713
70.0
0.e
661
01.0
7-
703
63.6
861
76A
694
63.0
661
68.1
691
46.4
661
84.5
675
39.7
.7
681
03.7
072
90 In
ce
82.7
W
640
65A
I
574
08.9
846
It
72.1
684
5
59.1
846
62.9
854
51.7
648
68.1
545
46.0
048
50.6
W
-
41.4
648
47.0
530
34.6
046
41.6
510
20.5
646
38.2
511
25.9
648
38.5
607
90 In
08.2
rea
7v
6os
5ee
see
69.1
499
4 7
48.7
568
51.4
491
42A
42.6
568
45.8
463
37.9 1
568
41.4
47D
476
34.1
508
38.1
470
-28.4
589
33.4
459
24.3
568
-
30.5
4k
21.3
2 3
568 1
28.7 1
447
Joe in
47.0
449
48.0
405
39.9
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41.2
399
34.2
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35.7
093
29.9
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31.7
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28.6 1
449
28.6
382
2&9
449
2B.1
377
20.0
449
22.7
See
17.1
449
20.4
351
I&D
III In
.1
425
45.0
385
36.11
425
379
37.9 1
379
31.5
425
3Z8
373
27.6
425
29.1
3U7
24.5
425
26.2
362
221
425
240
358
18.4
425
20.7
115,8
425
18.6
M3
0 in
34.9
384
29.1
29.1
38,1
It
29.0
.2d
.
24Ld
24.9
1
364
321
21.8
364
278
317
19.4
-
3"
FEE,
111
1.7
309
144 In
20.2
253
IM8
253
-
17.1
-
I
I
-
-
1
1
1
1
RELF; -mn
Anchor Capacity Table (lbs) I
Substrate
2.7k Concrete
3.5k Cc-
Hall" CMU
I'Mad CMU
PTWood
Metal
Anchor Clip Patterns
AnchorTB,e:
31W Elm Utracm
--F--T-2-1/2'
114" Elm Ultram.
sit "' Elco
111tracon
311V Elm ultracon
1/4" Elm Ultrecon
114" Ile
AgAElco
War
611 " Efe.
ullnecon
1111 SS Elm
Aggre.s.
411 St at
Smsw(Gs)
01213ted
SCW(G5)
912 Steel
Sc,
EdgTO-fatenco Qn)
1.
1 2-1112'
341W
I
2-lir
-1.
2-1/2'
2'
48"
aw
a 2
- -
Embedment tn�,
- - - - - -
-Clipa(Fig.
l-V4'
1 1-314'
1-1/4'
1-114
1_1 1,4..
1-1/4"
1-114"
1-1/4'
.....
_e : :
I A4;
2-
22
_318.
108.
(see note 4)
2 Anchors Q 5' Min. O.C. 1 2x6 A�gla 1).
112 �!
I'S
312;ls
4
i c
70 lbs
270 'b.
270 lbs
2110 lba
2tto be
354 Ibs
740 lbs
It 11b.
.
;2 'b
1182 lbs
"e2 'b.
326 1 les
---
420 1 bs
660 lbs
�(2)
I A!Ihorl @ 3.&'Min. 2 Fl.
0.,( An.'. �gpa
�2)
7ig �;
79D lbs
1670 lbs
626 Ibs
640 lbs
560 lbs
NIA
1120143
038 Ilbs
880 lea
ba
2364 Its
652 Its
84
are @ 2.71' Min. 0.0. 1 (2) 2X6 Angle Clips (Fig. Sy.
.'a C'�ps ("g. g)
1120 lbs
112. Ibs
'1
9 58 Ibs
2248lbs
2254103 1
N)A
1 840 Its
NIA
105911ts,
WA
1320 lbs
'A
FIGURE 1:
FIGURE 2:
FIGURE 3:
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES:
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20.
ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125"
THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT
LEAST.126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL.
4UPOKMULA!
=ANCHORCAP._
USE THIS FORMULA TO OBTAIN THE "ANCHOR
CAPACITY REQUIRED" CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FOR THE
OPENING. WHEN IT IS LOWER THAN THE MULLIOt
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
PRODUCT REVISED
as complying with the Flofide
Buildibg Code
Acccetallm No
VY
op............
NS
X'\GS
IN IN . 58705
0
tt 30 11 LLJ -
ST E 0
SIONA\-
A "UMIL121tk,"
. LYN P E.
FIL P . E.# 58705
&,j :[," v 1Q0
11' X 2.75'X.650'MULLION
6063-T6 ALUM.
X-SECTION
U-CLIP
6083-T6 ALUM.
STANDIARDCLIP X-SECTION 2X5ANGLECLIP
"�3�
2.000" LOALUM.
6063-T 6063-TOALUM.
X-SECTION 2.125" 2.600- X-SECTION
.125"
P L 7,17M
L
.125' A10"
CUTHERETO .375'
.375" 3.125" CREATE F-CLIP. SEE FMIN.
MIN.. DETAILF.SHEET4
1.15,
MIN
O.0
\-0.312-
STANDARD CLIP
6063-TO ALUM.
TOPVIEW
5.501)" .376'
.375" MIN.
MIN..
-T
%1' N.
O.C. kO.312"
B
OFFSET CLIP
6083-TO ALUM.
TOPVIEW
.338" MIN.
U-CLIP
6083-T6 ALUM.
USED FOR ALL 1'X 2"AND
VX 2.75' MULLIONS,
SHEETS 15,8
TOPVIEW
0.225"TYP.
33V'MIN. U-CLIP
T 6063-T6 ALUM.
23 X
A M Ul LL O-NI RY, S H-105 9
TOPv'EW
.338"MIN.
U-CLIP
306.`13
1.25" X %LXUM�0-
MULL ONLY, ET 12
T.P111WHE
E
TABLE B
.375"MIN. 1--
�-3.000- MIN.
2X5 ANGLE CLIP
6063-TOALUM.
TOPVIEW
Mull Dimension (sheet#)
PGT Part #
Mullion
Std. Clip
Offset Clip
U-Clip
Angle Clip
I" XZ'X.126- (5)
66805
666113M
6661118M
666243M
666511 M
I " X 2" X.376' (6)
656006
666114M
66611 19M
666244M
666512M
1" X 2.76" X.375" (7)
66607
6661 1.6M
6661120M
666245M
666513M
1" X2.76'X.05Y' (8)
66608
666116M
6681121 M
666246M
666514M
1 " X 3.125- X.500- (9)
66637M
6661116M
6661114M
666242M
666515M
1.21Y'X3.188" X.265" (12)
66641 M
I 6661117M
I 6661113M
666241M
666516M
1.26" X 2.11 " X. 125" (15)
69370
1 N/A
I NIA
NIA
666517M
NOTES:
1) ALL MULLION CLIPS MAY BE FACTOR�'MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED,
HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
TABLE A
Dimension
Value (In)
For Mullion:
A
1.625
1,, X T X. 126,
Aluminum
Tube Mullion
-
B
2.654
C
0.895
D
O.T4-o
E
.450 Min.
A
1.126
1" X 2' X.375'
Aluminum
Tube Mullion
a
2.404
C
0.635
0
6.4-90
E
0.450
A
1.875
1" X 2.76 X
.375 Aluminum
Tube Mullion
B
3.000
C
0.757
D
1.118
E
A50 Min.
A
1.312
T' X2.75X
.659'
Aluminum
Tube Mullion
B
3.000
C
0.476
D
0.836
E
.450 Min.
A
2.000
1 " X 3.125" X
.500" Alum
Tube Mull
B
2.637
C
0.853
D
.137
E
.451) Min.
A
2.625
1.26'X3.188"
X.265" Alum
Tube Mull
B
3 ' 262
C
0862
0 -'6
D
1112
E
0 M
.�460M!n.
I
11 26" X2.11" X
.121" Alum
Tube Mull
PRODUCT RFVISRD
w complying widi tho vwda
BuildingCode , , ,
16
.... ........
NS,,-
58705
11 31�11 LIJ
STATE OF
PLOR%Ol"-'*
'0"-
0 ' N ' 4
A. LYNN waW,P'.E.
FIL P.E.# 58705
---i 1,00v --j 1.000'.
4.000" 4.000"
.125" ..125"
.125" .375"
1.x4*X.l25'.-T i.X4X.375" J
MULLION MULLION
6D83-T6 ALUM. 6083-TOALUM.
X-SECTION X-SECTION
�--2.661"
I 1.377"--A 125"
.17r-
30*
3:250'
30* BAY MULLION I I
MV
608
X-SECTION
.228" -.981
125"
45* BAY MULLIO
6083-TO ALUM
X-SECTION
.226"
740" P *
.125"
r1j.125"
2.000" 2.125'
2.000"
C-4
125" 125" 04
z
STANDARD CLIP U-CLIP 2X5 ANGLE CLIP 0
0063-T6 ALUM. 6063-TSALUM.
X-SECTION X-SEOTION 6063-T6 ALUM.
X-SECTION
5.500"
CUTHERETO
.375" 3.125" C -ZL- 75"
MIN.. I D2T F.SHEET
338"
0 r.
0--T .0;331
(D MIN.
(D,_
O.C" -19 0.312"
t F
L-0 0 0 0 T
W0.226"
9
STANDARD CLIP
U-CLIP
6063-TO ALUM.
6063-78 ALUM,
TOPVIEW
USED FOR ALL 1" '
X 4" MULLIONS,
SHEETS10&11
TOPVIEW
.375"
MIN.
1.15
O.C. (3�-0.312*
MIN.
2.250" 3.00D"
L -0 0 0 0
NOTES:
1) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND
CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
OFFSET CLIP
6063-TO ALUM.
TOPVIEW
TAIR17 D
0.312-P
10W
2XSANGLECLIP
aol;3-Te ALUM.
TOPVIEW
FILE G
Dimension
Value (in)
For Mullion:
F
3.087
1"XW'X.125"
Aluminum
Tube Mullion
G
1.000 .
H
--j.-6-8D
F
3.187
1 1, X 4!- X.375-1
Aluminum
Tube Mull on
G
0.757
H
2.430
F
2.813
130* Bay Mull
I F
1 2.876
145' Bay Mull I
Mull Dimension
(sheet #)
PGT Part 4
Mullion
Std. Clip
OffsetCllp
U-Clip
lAngloCilp
1" X#'X.12&'(10)
69364
666111M
6661122M
666241M
666518M
1" X4" X.375- (111)
66610
660112M
6661123M
666242M
666519M
30 Degree (16)
66649
NIA
NIA
WA
6665110M
45Dg,,(17)
1 .66650
NA
WA
NIA
6605111M
MIN.
(i
�2.71" MIN O.0
(SAY MULLS)
3.00"MIN.O.C.
0 (I'X4'MULLS)
aic Florida
%-YN
No.58705
LIU Z
� S E
XN PtORX0
/ONA\-
A. Aftlill! ILVA"�.E.
FL P.E.# 58705
TABLE E
Mull Dimension
,sheet 4)
PGT Part 0
Mullion
Bid. Clip
U-Clip
Angle Clip
2" X 4" X.2F (13)
65602
666261M:[�
6665112M_
2- X 6" X.25" (14)
66604
666262M
I 666272M
I 6665113M
NOTES:
1) ALL MULLION CLIPS MAY BE FACTORY MACHINED
AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES
MAY BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONS GIVEN ON THIS SHEET.
2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION
METHODS.
022.000-1
MIO�IA 1
4.000"
.250" 2"X4*X.26'
MULLION
0063-T6 ALUM.
X-SECTION
25T
V X W X.25"
MULLION
6003-TOALUM.
X-SE07ION
.376-_
MIN.
ti-
'.h �
STANDARD CLIP I U-CLIP 2XS ANGLE CLIP
606346ALUM. 6063-T6 ALUM. 6083-T6 ALUM.
X-SECTION 2.125'
L I X-SECTION 2.000" X-SECTION
125" .125" .126"
L t 1111111-11,14
L
T t
5.500"
CLIT HERE TO
CREATE F-CLIP,
SEE DETAIL F.
0-
.376'
M11
1.716"
2.688"
MIN. D.C.
- - --
142
-0.31.2.
0
0-
STANDARD CLIP
6003-TOALUM.
TOPMEW
CUTHERETO
CREATE FiCLIP. 376.
.37 5 ETA L,
MIN.- I-- $ 1 _ H!" I � r- MIN.
9-
1.715,
MIN. D.C.
4.888"
STANDARD CLIP
6083-T6 ALUM.
TOP VIEW
8.1
0.226" .376"
T---�D 0---T
1.344'
O.C.
E)- 3.438-
SO ?
1 1 .637' MIN. D.C.
1
U-CLIP
6003-TB ALUM,
USED FOR 2X 4"
MULLION, SHEET 13
TOPVIEW
e 10--
-T
---010
I I
5.438-
010
7" MIN. O.C.
U-CUP
60113-T6 ALUM.
USED FOR 2'X S'
MULUQN,SHEET14
TOPVIEW
5.000"
r- 3.000" MIN. O.C.-I
.3,F
MIN.
0
0.312"-�
0- 0-
3. 38"
.376
0
MIN.
2X5 ANGLE CLIP
6063-TO ALUM.
TOPVIEW
2X5ANGUECUP
6063-T6 ALUM.
TOPVIEW
PRODUCT RFVISED
. e.mplyhrg vvith the FLotida
BuddibsCade ,
No.58705
lit
TA F OF
PLORID"-"
'9 . ......... I I \1%
810 N X\�
A "' MILVE" "
LYNN R, P.E.
FL P.E.# 58705
EXAMPLE 1: SINGLE VERTICAL MULLION
NOANCHORSINHEAD
ESEE
p
APP..IAI_
MULDON
LENGTH
—SEE
DETAILS,
SHEETS
2-3
THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4". THE OPENING REQUIRES A DESIGN PRESSURE OF +60.0/-60.0 PSF.
1) INITIALLY ASSUMING THAT A 1- WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32-+32+1' =65". REFERENCING SHEET 22, THE COLUMN USING
RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114"AND WILL MEET OR EXCEED THE REQUIRED
DESIGN PRESSURE OF +60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE V X 2.75' X.375- MULLION (LENGTH = 72', OPENING WIDTH - 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -1-58,3 PSF AND WOULD
NOT BE SUITABLE FOR THIS APPLICATION.
FROM TABLE 4A, SHEET 8, THE 1"X 2.76"X.650" MULLION (LENGTH = 72", OPENING WIDTH = 7V') HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE
OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS.
2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X5
ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LOS, THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL.
SEE
DETAILS, 3)VEPJFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITHTHISMULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL
SHEETS APPLY TO THE OVERALL ASSEMBLY. FINALDESIGN PRESSURE REQUIRESTHATTHE BOTHTHE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE
_ 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION.
NO ANCHORS IN WINDOW SILL
U _LL . 'ID T H
OPENING WIDTH —
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY.
THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHORCAPACITY REQUIRED FORTHE EXACTIDESIGN PRESSURE OF 60 PSF:
(60 PSF) X ( 623.6 LOS
7 PSF 524.9LBS (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TABLE 4B)
THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8". THE OPENING REQUIRES A
L
DESIGN PRESSURE OF -59.01-55.0 PER
FOR THE VERTICAL MULLION:
z
INITIALLY ASSUMING THAT A 1" WIDE MULLION ISSUITABLE,THE MULLION LENGTH IS 3X'+72'+l"=1O5"AND THE OPENING WIDTH IS 36"+3S"+l"=73. REFERENCING SHEET22,
THECOLUMN USING RECTANGULAR LOADING SHALLBEUSED, SCANTHE MULLIONtABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF2.318'ANDWILL
(1) CO
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE. USE THE NEXT LARGER SIZE AVAILABLE.
U5 L i
EXAMPLE 2: MULTIPLE MULLIONS
ILL! IL
MULL WIDTH
FROM TABLE 3A, SHEET 7, THE 1 - X 2.75' X .375"MULLION (LEN GTH = 108". OPEN ING N DTH = 80") M EETS THE D EPTH REQUIRED, HOWEVER THE DES IGN PRESSURE IS +14 6.1 PSF
AND WOULD NOT BE SUITABLE FOR THIS APPLICATION.
m co
6 8
FROM TABLE 9A, SHEET 0, THE 2' X 4" X.250' MULLION (LENGTH= 108', OPENING WIDTH - BO-) HASA DESIGN PRESSURE OF -t-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS
z U)
SEE
FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHORCAPACITY REQUIRED OF971 LBS.
9
SEE ETAILS,
3 SEE D
FENESTRATI SHEETS
TR
LIEA ON
ON
BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2"TO THE WIDTH OF THE MULLED UNITTHE ADJUSTED OPENINGWIDTH IS 36-+36'+7=74", NOT 73-AS PREVIOUSLY
1
PRODUCT's 23--
ASSUMED. VERIFYTHATTHE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THEWINDOWWIDTHS MAYBE REDUCED TO MAINTAIN
APPROVAL
APPROVAL".
THE 73' DIMENSION (35-1/2'+35-112-+2�--73').
2) USE TABLE OB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITYAND CUP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. INTHIS EXAMPLE, ASSUMETHE POURED
ERTICAL
V 4
CONCRETE HEADER AND SILL ARE BWIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MANTAIN THE FASTENERS EDGE DISTANCE.
MULLION
SEE
USINGTHE STANDARDCUPWITH (6)3/16- ULTRACON ANCHORS ATAN EDGE DISTANCE OF 2.IJ2' GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH ISGREATER,AND
--'—SrE
LENGTH DETAILS, D ILE
ErA
THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACtTYOF 971 LBS.
PEN SHEETS 2-3 SHEET3
0 & NG
FOR THE HORIZONTAL MULLIONS:
HEIGHT
FOR
BECAUSE THE VERTICAL MULL WILL BE A 2" X 4"X.250" MULLION. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER
HOR17 72.
MULLION
MULLION TYPE COULD BE CHOSEN.
IRODUCTRBVISED
is complyft ilh tho Floilda
1) THE MULLION LENGTH IS 3W AND THE OPENING HEIGHT IS 32'472'+Z'�106". REFERENCING SHEET 22, THE COLUMN USING TRAPEZOIDALITRIANGULAR LOADING MAY BE
3ulldihg Code
USED. FROM TABLE 9A. SHEET 13, THE 2- X 4" X.260' MULLION (@ LENGTH = 42", OPENING HEIGHT - 120") HAS A DESIGN PRESSURE OF +/-1 70.0 PSF WHICH EXCEEDS THE
Ilcmj)tmco No
REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS.
3.pirution Vate_192EMMI&
SEE
DETAILS,
2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8"
ly alll�
4-
2.3
WIDE. IF THEMVULION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENEWS EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH
- I
14' adepto
(4) 3116" ULTRACON ANCHORS ATAN EDGE DISTANCE OF I- GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED
\11111111
ANCHOR CAPACITY OF 521 LBS.
3V, HORIZ. 3F. HORIZ,
E
MULLLENGTH MULL L NGT
4) FCR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION. USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 913 FCR THE U-CUP SHOWS THE ANCHOR
CAPACITY IS LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THE
1074
OPENING WIDTH FOR VERTICAL MULL—i
ANCHOR TYPE IS A 912 STEEL SCREW.
140.56705
FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS:
+1-64.7 PSF FROM THE VERTICAL MULLION;
+1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU;
14'.z
+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION).
V7v I .
S fA F
THE LOWEST DESIGN PR ESSURE IS +/-64.7 PSF AND WOULDAPPLYTO ALLOFTHE MULLIONS.
PLORIDt'..' c
OF MULLIONS OR FENE STRATION
VERIFYTHEDESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE,
PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN
A. ILYNN'WIL�A:P.E.
ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESAND FENESTRATION PRODUCTSTO MULLION.
FL P.E.# 58705
0
EXAMPLES OF RECTANGULAR LOADING:
IRA
lot',
50,16,00,11
-MAN
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOTANCHORED
X0105� �/
F®R
ANN
'j
'0�
LOADING OF VERTICAL MULLION
WITH INTERSECTING HORIZONTAL MULLIONS
LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION
SILL OF WINDOWS NOT ANCHORED -WITH INTERSECTING VERTICAL MULLION
4- 4 --4
PA
HINGED
DOOR
LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS
EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING:
0-11
SGD
LOADING OF HORIZONTAL MULLI
LOADING OF (2) HORIZONTAL MULLIONS
PIN
00
W-21MINU,
1 M P I N d I M A IFER,
kvi—I w—zz 40
LOADING OF HORIZONTAL MULLION
I F,
0,0,
0,0,
-
LOADING OF VERTICAL
MULLION
.OADING OF VERTICAL MULLION
a gn;t
C!
(D
LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL
MULLION
NOTES:
PRODUCT REVISED
1) DRAWINGS ARE
as complying Nvith the rfaiida
Buidiing Codr,
RERESENTATIONS OF TYPICAL
Acceptance No
PW CONFIGURATIONS.
iffitio Date
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPCLATED FROM
THOSE SHOWN.
By
Miami a c Pro u
2) IF THE LOADING TYPE CANNOT
PW BE DETERMINED, USE
RECTANGULAR LOADING.
3) SEE PRODUCTS' APPROVAL FOR
/j ACTUAL ANCHOR LOCATIONS.
TRO W -
>
z
LOADING OF HORIZONTAL
A. LYN P.E.
MULLION
FL P.E.# 58705 .
MIAMI-:DAD)E MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) NvNvvv,miatnidade.gL,,�/econoniv
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
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 Miaini-Dade County) reserve
the right to have this product or inaterial 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 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
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW-7011 720/ 820" Aluminum Fixed Window - L.M.I.
AYPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation
Guidelines sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P. I-., bearing the Miami -Dade County Product
Control Section Renewal statnp with the Notice of Acceptance number and Expiration date by the Miami -
Dade County Product Control Section.
MISSIELE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
model/series, and following statement: "Miaini-Dade County Product Control Approved", unless otherwise
noted herein.
REVISION 6f 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 Miam.i-Dade Coil iity, 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 No. 11-1110.15 and consists of this page I and evidence pages E-1
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 13-0502.03
ANEMONE COUNTY, Expiration Date: February 19, 2019
Approval Date: Julyl8,2013
page I
,i:
PGT Industries
NOTICE OF ACCEPTANCE: E VIDE NCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",
sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test repoi ts on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratoi y, Inc., Test Report No. FTL-7212, dated
03121/13, signed and sealed by Marlin D. Brinson, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and
FTL-3850, dated'07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Submitted underprevious NOA No. 03-1105. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by manufacture, dated 04129/13, signed and sealed by Anthony L. Miller,
P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
Jaime A Gasco'h, P. E.
Product Coutrol Sectioii Supervisor
NOA No. 13-0502.03
Expiration Date: February 19,2019
Approval Date: July18,2013
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDE NCE SUBMITTED
E. MATE RIAL CE RTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas@ Interlayee'dated 08/25/11, expiring on 01/14/17.
3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option 11 exceptions.
-b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers—Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS
1580F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb/ in.
F. STATEME NTS
1. Statement letter of conformance, complying with F-RC-2010, issued by manufacture,
dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E.
Z. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed
and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P. E.
4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E.
5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated
07/ , 18 and 31/03, all signed and sealed by Joseph C. Chan, P. E.
(Subinitted underprevious NOA No. 03-1105. 01)
G. OTHERS
1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW-
701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on
02/19/14.
Jainte D. Gascou,-".
Product Control Section Supervisor
NOA No. 13-0502.03
Expiration Date: February 19,2019
Approval Date: July18,2013
E-2
GENERAL NOTES: SERIES 720/820
IMPACT -RESISTANT FIXED WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS
INSTALLATIONS ABOVE 39 IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 1-1/2- THICK ARE TO BE
CONSIDERED iX INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-W THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. MARROW JOINT SEALANT IS USED
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS.
6) MAX 1/4' SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE
TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM
E1300-09.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300-01
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHOR$ THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-3835,3850 & 7212;
ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAF8PA
NDS FOR WOOD CONSTRUCTION -(2005)ANDADM
ALUMINUM DESIGN MANUAL - (2005).
10) THE 720 SERIES USES A PVB INTERLAYER, THE 820
SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES
MAY ALSO BE REFERRED AS THE 701 SERIES.
DESIGN PRESSURE SLATING
IMPACT RATING
VARIES,
RATED FOR LARGE & SMALL
SEE SHEETS 2-5
MISSILE IMPACT RESISTANCE
48'TIP-TO-TIP WIDTH
471BUCKWLDTH 48-BUCKMDTM 48'BUCKWIDTH
44-1/4"VISIBLE 45-i/4'VISIBLE 45.1/4"V(SIBLE
LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH
F, SHEET 8 2"MAX-
6"MAX
6MAX D, SHEET 7_� F�F H. SHEET 9
A A C C E, SHEET 8 E,SHEET8
SHEET6 SHEETO BUCK SHEET7 SHEET7 96" G. SHEET 9 G. HEET 9
HEIGHT BUCK
L_ — - — - — - — HEIGHT
92-1/4' T
VISIBLE
12' MAX. VISIBLE 12"MAX. r sH�� 93-1/4 LIGHT
D.C. LIGHT 0.0, VISIBLE 6MAX. HEIGHT
LIGHT D.C. t,4L5 "41"VIS"'LElti,
HT WIDTH
F SHEET '3
H S, 9
JiEET
_T8
_T�
HEIGHT 6. HEIGHT 96'
9 BUCK
TIP -TO HEIGHT
TIP
HEIGHT
T6' 12'MAX.O.C. I:, SHEET 81
12" MAX. C.C. D 2"MAX H, SHE!74
MAX. SHEETS MAX SHEET7 6"MAX.O.C.
TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT)
GUIDE TO SHEETS:
GENERAL NOTES ........................ I
ELEVATIONS ................................ 1
GLAZING DETAILS ....................... 2-5
DESIGN PRESSURES .................. 2-5
INSTALLATION, FLANGE ............. 6
INSTALLATION . EQUAL -LEG 7
INSTALLATION , INT. FIN A ........... 8
INSTALLATION . INT. FIN B -9
CORNER ASSEMBLY ........... .. .... 10
EXTRUSION PROFILES.
PARTS LIST ...................
FIGURE 1:
210
1 10
M
12, D.C.
I'm.
MAX.
Type
It
Desoriptlon
Sheet
1
7116Laml (31`16An -.09(r PVB - 3PI6'HS)
2
2
17116"Lemi (3116'HS .02 "P
2
La! IG "I T - -.090' PVB - 3116- HS)
L
3
(YflGP-7116' lr--316'KS-.O PVB-3116"Hs)
116"Laml�3116"An-.090'SG-3116"AnI
4
16' HS)
4
- X16'An -.090"SG - 3116'An)
1 5 1
8
11-111V Laml. IG (3116"T - 7116'Air - 3116' HS ..090"SG - 3110"HS)
I b I
DENEMOURS & CO., INC.
SHAPES AS SHOWN BELOW OR SIMILAR. MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
ANCHOR SPACING TO BE 6' MAX. FROM CORNERS AND 12'O.C. MAX. FOR ALL CURVED FRAME
MEMBERS, SEE FIGURE 1. THIS SHEET.
WIDTH WIDTH --I �— WIDTH WIDTH --I
F
____l
T1 T T
Lo
Ed w
J_ L
WIDTH-------H l'— WIDTH --i WIDTH -H WIDTH
T C
M
w w
:c x m m
[_ j I L _ _ _' i ,
W'DTH WIDTH --I WIDTH --j
T
JA
ul at
L
0
0 c,j
0
C4
'j
C4
0 A -4
"
C'I
_j V)
o _j -1 -
IL04
z
-To -
Ir
z - LL (Cc'
J
--a
a
LLr C6 -
Lu
uj 2 00
m 0
Y_
(9
z
Ohio
(j
.0
o
z a. z
W
W
U.
0
U
.6
Z
o
o
z
0
z
71..-s
0
C-t
a
LLI
Ir C?
ILI
Z
3:3:
Q
x
w
a. 0-
LL
(9
71-17
.-n
_0
.z 140.68705 7:�
Ila
'0%
//JIIONA\-
11111101,
A. LYNN MILLER. P.E.
P.E.# 68705
TABLE 2:
Window Design Pressure(+/-, psf) for Glass Type I
Long Side (in)
67-7/8
72
76
00
84
88
92
96
10D
104 1
109-112
30
+1-80
-1-80
-1-80
-1-80
. .1.80
+/.so
+/-so
+1-80
-1-OD
+1-80
+1-80
32
+1-80
+J-80
+/-80
+1-80
+1-80
-1-80
-b8D
-1-80
-/a
-1-80
+/-80
34
+/-80
+/-80
'/-80
+1-80
+/-80
+1.80
+1-80
+1.80
./-80
+1-79.8
+1-79.4
-+1-72.2
30
+1.60
+Jto
+1.80
-1-80
480
0-81)
-1-79.7
+/-77.2
+175 -1
-71-73-4
38
-1-80
-1-80
�1-80
-1-80
-1-80
+1-78.1
-1-75.2
+/-725
+1-70.3
+1.68.5
0-66.3
40
+1-80
'41-80
+/-80
+1-79.8
+1-77.2
+1.74.3
+1.71.3
-/-67.9
+1.65.1
+1-63.4
+1.61.6
42
+1-80
41-80
+/-80
-1-77.4-
+1.74.3
+1.71.3
+1-68.2
+1-64.7
+1 1.6
+1-59.8
+1-581
44
+1-80
+/-80
+1-78.9
+/-75.4
+1-72.1
+/-68.9
+1-65.6
+/-6Z2
+1-59.7
+1-57.5,
46
+1.60
+1-80
+1.77.2
+1-73.6
-1-70.1
0-66.8
+/.63.5
+/.60.3
+1-57.7
48
+1-80
1-79.3
+1-75.6
-/-71.9
+1-08.3
+/-64.9
+/.61.5
+/.58.2
(0
60
+1-80
+1.77.5
+1-74.1
+1.70.3
+1.66.7
-1-63.1
+/-59.7
52
-1-79.1
0-75.13
+1-72.4
0-68.8
0-65.1
+1-61.5
54
+147.4
+1-73.8
+1-70.5
+1-67.3
+/-63.5
56
+1.75.8
4/-72
+1.68.6
-1-65.3
58
+1.74.2
+1.70.3
+/.66.8
So
+1-727
-1-68.7
+/-65
62
+1-71.2
/-67.1
L4
+'L�9 7
11-61-5
Ss
'j5
tjT-710
1 +1-07
711V LAMINATED
GLASS STACK
.0
3/1 S* ANNEALED GLASS -- f*
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8- O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 11- FROM THE TIP -TO -TIP DIMENSIONTO DETERMINE THE BUCKOIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION.
F
3) FOR ARCHITECTURAL WINDOWS, iND THE SMALLEST VqNDOW SIZE IN THE TA13LE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
TABLE3:
Window Design Pressure (+/., psf) for Glass Type 3
Long Side (in)
87-7/8
72
76
80
84
88
92
N
96 1
100
104
109-112
30
+1-80
0-60
+1-80
+1-80
ti-60
-1-80
+/-80
+1.80
+"'0
+/-SD
-/-80
'1-80
32
+1-80
+1�80
+1.80
+1-80
-1-80
�1-80
+1_80
+1-80
+1-00
+1-80
+1.80
34
+1-80
+1-80
+1-80
+/-80
+1-80
+1-80
-1-60
+1-80
-1-60
+1-80
-1-80
36
�1-80
+1-80
+1-80
+/.so
480
+1-80
+/-80
F+�7
'1-80
.1-80
+1-80
+1-00
38
+1.80
+1-80
+1-80
-1-80
+1-80
+1-80
+1-80
+1-80,
+1.79.4
+1-76.4
+1-74.3
40
+1-80
-1-80
+1-80
+1-80
-1-80
-1-80
-/.80
+1-76.7
+'-7. 7
+1-73.5
0-70.9
+/-69
42
+1-80
+/-80
+1-80
+1-80
+1-80
+1�80
+1.77
+'-'7
-1-73 1
*1-73.1
+1kq.6
+1.86.9
+1-65.2
44
+1-80
-1-00
+1-8D
+/.80
+180
+1-77.8
74
+1-74.1
+�. 2
+1-70.3
7 3
+1-67.5
+/-63.9
46
+/-80
4/.60
+1-80
1 +1-80
+1-79.2
0-76.4
;j
+1.71.7
.7
+J-68'1
+1-65.1
48
-1-80
+1.00
+1-60
1 +1-80
+1.77.2
+/.73.3
+1.69.5
0-656
v 50
+/-80
+/-80
+1-80
+1.79.4
+1-75.3
+/-71.3
+1,67.5
2 52
+1.80
41-80
-1-80
-/-77.7
4/-73.6
+/-69.5
Q) 54
+1-80
+1-80
+/.79.6
+1-76
+1-71.8
56
+1-80
-1-80
+1-77.5
+1.73.8
58
+1-80
-1-79.4
+1-75.4
60
+1-00
+1.77.6
+1-73.5
02
+1-80
+1.76.8
L4
!L7�-"
*1-74
+'_70
67-7/8
+1-74.9
EXTERIOR
GLASS TYPE I
PVBINTERLAYER
VH6AT STRENGTHENED GLASS
-A
5/8"
GLASS BITE
I-- LONG SIDE
SHO T
Sir
E
LONG SIDE
SHORT
SIDE
I --
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
GLASS STACK 7116'LAMINATED
GLASS STACK
3/16'HEAT SHORT
SIDE
3/16'TEMPERED GLASS P-STRENGTHENED GLASS
7/16"AIR
6 AIR *A
I SP OE
5
USED AT CURVED
FRAME MEMBERS ONLY 29
@ 11-7/8- D.C. MAX.
1-3
EXTERIOR
<�] 22 21
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1- FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NE)cr AVAILABLE 64ORT OR LONG DIMENSION.
F
3) FOR ARCHITECTURAL WINDOWS. fND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT MRTHIN.
GLASS TYPE 3
- 3116"ANNEALED GLASS
.090"PVB
INTERILAYER
LONG
618,
SIDE
GLASS BITE
13V
j
SHORT
SIDE
PROPUCTRWRWED
new P1 gwiditbaFfoAdo
do
ce
94
Miami Dade Pmduct am
c')
2
W
0
0)
LO
t, It
cq I-
0
0�
N
I?
-
U)
C11
CD
0
0 N -1 8
LU
V-0
LL
z Lo LL co
in
LLi 6 -1
w
6
UJI - 00
0
5
--0N
Z M 0
Y
(F)
Z
DAIC
to cj 0
2� Q: z
0
U)
LU
-1
0
;z
LID
Ix
0
(J)
W
Z
-
c)
z
11's
Z
0c)
Cj
(D
W
LLI
X
Lu
LYNN
...........
\�C,ENsi'
No.511705
S;TA E F
�%W
,,f/11,11111 -
10
A. LYNN MILLER, P.E.
P.E.# 58705
Window Design Pressure (+/-, psfi for Glass Types 2 & 4
Long Side (in)
67-7/0 1
72
76
60
84
on
92.
96
100
104 1
109-1/2
112 1
116
120 1
124
128
132
130
140
144
30
+1-80
+1-80
+1-80
+1_80
+1-80
-/-80
+1180
-1-80
+1-80
+J-80
+1-80
+1-80
+1-80
-1-80 1
-1-80
+1-80
-1-80
+1-8)
+/-60
3-2
+1-80
+1-80
4�80
+1-80
+1-80
+1-80
+1-80
+1-80
+/-80
+J-80
+1-80
+50—
.1-80
+1_80 1
+/-BD
+1-80
-1-80
+1.80
+1-80
34
+1.00
+/.80
+1-80
+1-80
+/-80
+1-80
+1.80
+/.80
+/.80
+1-80
+1-8U
+1-80
'140
.1-80 1
+1-80
1-8D
--Ti—to
340
+/-80
+1-80
+/-80
+1-80
+1-80
+1-80
+/-SD
-1-80
.1-80
+J-80
-1-60
+1-80
+1_80
+1.80 1
7i—to
38
4/-60
+1-80
+1-80
-/-so
+/-80
+1-80
+/-80
+1-80
41-80
+J.80
41-80
+1-80
+1-80
-1-80 1
40
-1-60
+1-80
+1-80
-1-80
+1-80
+/-80
+1-80
+1-80
+1-60
+J-80
+1-80
+1-00
42
+J-80
+J-80
+1-80
+1-60
+1-80
+1_80
+1-80
'1-80
+1-80
+1-80
+1-80
44
.1-80
+1-80
+1-80
-1-80
+/-80
0-80
480
+1-80
+J-60
+1-80
46
+1-80
+1-80
+1-80
-1-80
+1-80
+/-80
+1-80
+1-60
+1-80
48
-1-80
+1-80
+1-80
+1-80
+1-80
+1-80
+/-80
+1-80
50
+1-80
+1-80
+/.60
+1-80
+1.80
+/-80
0-80
52
-1-80
+1-80
+J-80
+/-so-
-1-80
+1-7g.1
64
+1-60
+1-80
+/-80
+1-80
+1.78.6
56
+1-80
+1-80
+1_80
+1.79.1
58
-1-80
+1-80
+1-80
60
+J-80
+1-80
-f-79.3
62
+1-80
+1-80
64
1 +1-80
1 +1.80
1-7/8
1 +1-80
1
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
7116"LAMINATED
GLASS STACK
3/16' HEAT STRENGTHENED GLASS
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8' D.C. MAX.
EXTERIOR
1�3
1'1/16"NOM
GLASS STAC� 7116'LAMINATED
GLASS STACK
090"PVB INTERLAYER
3f16'TEMPERED GLASS
—3/16"HEAT
STRENGTHENED GLASS
7/16AIRSPACE
i`
8-11
111
5 '--' "
USED AT CURVED
5/8. FRAME MEMBERS ONLY 29
CLASS SITE
@ 11-7/8- O.C. MAX
1-3
EXT E [ORD
1�3
GLASS TYPE 2
GLASS TYPE 4
AT STRENGTHENED GLASS
IEAT STRENGTHENED GLASS
PVB INTERLAYER
IITE
TABLEDIMENSIONS 'YB
ORIENTED VERTICALrLY OR
HORIZI I
LONG
SIDE
LONG SIDE
SHORT
SIDE
�-- LONG SIDE
SHORT
SIDE
A --
I
LONG
SIDE
SHORT
SIDE
co 52
co =v
3 3:
0
cn CD
>- to co
(.9 F- 0 "J
0 C" 0' C5
C., @U , C.,
c"
0 cq -j C3 z
z U) U- co zi
M Lj — - — W
00 x SQ 6 0
LU 02 1 5
to 0 0
c)
(j M Z
CD .0 0 eq
z (L z - 2 LL
F-
_j 0
M CO
L I..qs
u
z
T
b (0 Z
C3 UJI Tl-.3s—
z 0�
(L' C)o
0 z CIS c"I
0
W CO
W
LL
LYNN A
......... .
A
58705
Lu
F
S1 C ;0'
IONN-
A. LYNN MILLER, P.E.
P.E.17 68705
Window Design Pressure(+/-, psq for Glass Type 6
Long Side (in)
07-7/8 1
72 1
70
---eo--T-
84
88 1
92
104
109-112
30
+901-125.4 1
4901-120 1+901-115.5
+9(11-111.5
-901-108.6
-901-100
901.104.5
+901-103.5
-901-10Z5
.9DI-100.7
-W-97.9
32
+901-110.91-90r.110.81+901-105,3
+901-101.6
+901-98.7
-9619-5.7
+901-92.3
+901-90.6
+901-90.3
.(.69.9
-Ti-7-98
�1-89
34
+901-108.9 1
+901-103 1
-901-98,8
-0-95.1
+901-91.8
+1�88.2
+/.84.4
_T81 _5
1-794
_771-72-2
30
+90f.102.6 1
1901.97.1 1
+go/.9z8
+/.88.9
+1-85.5
+1-82.6
+1-79.7
0-77.2
+1-75.1
+/-7Y4--
38
+901-98.4
-901-92.2
+1.86.7
-1-83.2
+/.86.7
+1.76.1
+1.75.2
+1-725
1.70.3
__;1-_6_51
+1.68.6
71-.634
-1-60.3
40
+901-94.8
-1-8B.2
+1.82.0
+1-79.8
+1-77.2
+1.74.3
+1.71.3
.1-67.9
_+1616
+'
42
+901-91.3
+1.84.7
+1-80.7
-1-77.4
-1-74.3
+1.71.3
.1.68.2
+1.64.7
+1-59.8
;1:.�.2
44
!1
+1-8113
+1.8Z4
+1.78.9
+1-75.4
-1-72. 1
.1-6119
-1.65.r)
_71-
+1.622
�/_59.7
+1.57.5
46
-1.05.4
+1.80.8
+1-77.2
;-1.7-3
.6
__;7_0_
/_7 .1
-;I-
-668
-636
+1-60.3
+/-57.7
48
+1.827
+1.79.3
+1.75.6
+1.71.9
-1-68.3
+1.64.9
+1-01.5
+1-68.2
m
50
+1-80.9
+1-T7.5
+1-74A
-A70.3
.1.00.7
-71---71
631
-597
52
1.79.1
+1-75.6
+1.72.4
+/-68.8
-1-65.1
+/-61.5
.2
UM)
54
+1.77.4
+1.73.8
+1.70.5
+1.67.3
+1.63.5
56
-1-75.8
1 + -
1 .1-08.0
+IZ5.3
69
-1-74.2
-1-7 .3
1 +1.66.8
60
+1.727
.+/-68.7
+1-65
62
;1-.712
04
_mm__
66
+1.68.3
./-67
L
7116"LAMINATED
GLASS STACK
-(09(
-3
3116'ANNEALED GLASS If*
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8- D.C. RAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXr AVAILABLE SHORT OR LONG DIMENSION. TELY FIT WITHIN.
3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLE
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
Window Design Pressure (+/., psQ forGlass Type 7
Long Side (in)
67-710 1
72 1
76
60
84
68 1
92
go
100
30
.901-130
.901-130 1
-901-130
+901-126
+901-122.6
+901.119.8
+9"" ' 9 '
+901-118.1
+90JA17
901-115.8
-;790-1.102
-901-112.7
+9W-109.9
32
.901.130
m
+ 90r.125.t 1
-901-118.9
+901-114.8
-901-111.5
"is
+901-108.1
-901-lo4.3
TgOT-1024
-;9-01-9Q.
+9 1-101.4
+901-99.7
34
.901.123.1
+0-116.4
.901-1111.7
-901407.5
.901-99.7
7-
--901--953
1
01-90.5
1-90
*7
1-896
36
.90,1.116
.901-109.8
.901-104.8
40-100.6
+90/.90.6
1-93.3
E
+1-90
+I.8F-3
-1-84.9
_71-
-1-82.3
-7/
+1-81.2
38
-
+901-111.2
+W.104.2
+901-97.9
+901-94
+90 1.91.1
+/.88.2
+'..g 2
+1-8 4.9
_�7_
1.819
.794
_�/_
-764
-7
774.3
40
+901-106.9
!1 0. t '
+901-99.6
+901-93.4
.9or-90.1
1-87.2
+1-84
+1.60.5
-1-76.7
--i-
-73.5
__7 -
1-70.9
-
-1-69
42
+901-103.2
'0
�301-95_7
.901-91.2
+1.87.4
+1.84
+1.80.6
+"0. 6
--77-
.77
1-73.1
1:69.6
+1-60.9
+1-65.2
44
+901-99.7
+901-93.1
+1-89.1
-1-85.2
+1-81.4
.s
+1-77.8
+1-74.1
471-70-3
+1-67.5
+1.63.9
46
go,
.901-96.5
+901-91.3
+1-87.2
+1-83.2
1-79.2
-+/-75.4
+1.71.7
-1-68.1
+1-65.1
2D
48
+901-93.5
-1-89.6
-1-85.4
+1.81.2
1 +1-77.2
+14a3
--71-71.3
+1-69.5
+1.65,8
60
+901-91.4
1 +b87.6
+1-83.7
+1-79.4
1 -1-75.3
-1
+1.67.5
52
+/.89.4
1.65.5
+1.81.8
+1.71.1
1 +1-73.5
+1-69.5
1
54
+/.87.5
-1-63.4
+1.79.6
+1.76
+1.71*8
56
+bfte
-1-81.4
+/.77.5
+1.73.8
58
__Tj_
83.0
-79.4
+1.75.4
60
-1-621
+1-77.6
+1-73.5
62
+/-80.4
-1-75.8
64
-1.7&8
+/-74
_66 3
----- i�1_472
F-ET-7-J8
-1-74.9
EXTER
<I-
GLASS TYPE 5
SGINTERLAYER
VANNEALED GLASS
BITE
LONGSIDE
SHORT
:SIDE
LONG SIDE
T__
SHORT
SIDE
J_
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
1-1116"NOM
GLASS STAC� 7116"LAMINATED
GLASS STACK
3116'ANNEALED GLASS
311W TEMPERED GLASS 3116"ANNEAUED GLASS
7/16'AIRSPACE
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8' O.C. MAX.
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT VFROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILA13LE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS,71ND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS.
EXTERIOR
1�3
-.090"SGINTERLAYER
-t
518,
GLASS BITE
GLASS TYPE 7
1/1/
SHORT
SIDE
LONG
SIDE
SHORT
SIDE
�2
2
4
0
7
to
1-
0 cq
-�71.0-
0
C4
Lij
0
1
-7-
a
0
z cu), LL
z
x Ld
Ohio
LU 0
(9
> �d -
0 '�t
a- z
z
0
00
(j)
LU
M
0
Up
0
III's
a,
0
z
0
W
?5
V5
61
a. a.
1
LL
1 0
LYN
..........
EN
,ICEN
%C
No.58705
-)3
&
10 TZAT F
1
"40RIOP
19 . ...........
ONAL
fit 111"',
A. LYNN MILLER, P.E.
P.E.# 58705
JAULt 1:
Window Design Pressure (+/., psQ for Glass Types 6 & 8
so Long Side ILA 123 1 132 144
67-7/8 1 72 76 84 1 88 92 91 100 104 10962 1 112 1 110 120 124
30
32
.90J-130
-901-130
+901.130
+901-130
+901-130
+901-130
+901A30
+901-130
+901-130
+901-130
.
-901-130
-901-130
+901-130
+901.130
+01-13D
+901-130
+901-130
-901-130
+901-130
+90/430
+901.130
+901-13D
+01-13() 1
+901A30
4901-130
+ 1W
_im:i 30
4901-130
.901-130
4901-130
+901A30 1
+901-130
+901-130 1
-901-130 1
+90IA30
—
34
III-110
.901-130
+901-130
+901-130
-901-130
+901-130
+901-130
+901-130
+901-130
-901-130
+90/.130
+901-130
+901-13D
-01.130
+9014MA)
+991-13U
36
+901-130
+901-130
+901-130
+01130
+901-130
+901.130
901.130
+901-130
+901-130
+"'_' 3.
1+�.12�
+Doi-130
+90/-130
+901.130
L +901-130
+901-130 1
+9 O/A30
-,901-130
38
+901-130
M+9-01-13-0
+901-130
+901-130
+901-130
+901.130
.901-130
+901-130
+901-130
+901-130
+�O'_' _
+901-130
+901-130
�430
+�901-129.2
+901A27.3
40
-901-13D
+901-130
+901-M
+901.130
.901-13D
+901-1
+901.130
+901.130
+.O'-1 .
+901-130
.901-126.8
+901-123.2
+901-122 1
42
+901-130
+901430
+901-M
+901-13D
+901-130
+901-130
+901-130
+901-129.3
+9(9.123-2
2
+99.119.7
4901-116.4
44
+90/.130
+901-130
+901-130
+901-130
+901-130
+901-130
+901-130
+9(Y-124.5
+9U-119.4.
+901-115
40
+901-130
-901-130
+901-130
+901-130
+901-130
�9(11.126.9
.901-120.5
+9W-115.3
3!
48
+901-130
+901-130
+901-130
+901-130
+901-130
+901-129.7
+901-123
+9(y-I 10.5
60
+901-130
+901-130
+901-130
-901-130
+901-130
+901-120.2
+89.41-119.�
52
+901-130
+901-130
+901-130
-901-130
+901.13D
+08.81-123
-e
U)
54.
+901-13D
+901-130
+901-M
-901-130
+88.81-127.1
56
-901-130
+90t.130
+901-130
+89.41-129
50
+901-130
401-130
4901-130
80
+901-130
+901.130
+89.61-129.3
62
+901-130
-901-13D
64
+901-130
+90/-130
L66
+901-130
1 67-718
1 -901-130
1
NOTES:
1) SUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WTH FIN -FRAMED WINDOWS.
7/16"LAMINATED
GLASS STACK
TABLE DIMENSIONSTMAYBE
ORIENTED VERTICALLY OR
1-1/19'NOM. HORIZONTALLY A
GLASS STACK 7/ig'LANUNATED
GLASS STACK
I--- LONG SIDE
G
�090"SG INTERLAYER
3fi6'TEMPERED CLASS -
3f16"HEAT
31'6 H'
THENED
3116' HEAT STRENGTHENED
NG
GLASS
GLASS
—STRENGTHENED GLASS 7/16"AIR SPACE
STREW
4
11
1
11 _\
USED AT CURVE D
USED AT CURVED
Y
FRAME MEMBERS ONL 29
519,
FRAME MEMBERS ONLY 29
@ 11-718- D.C. MAX
GLASS
GLASS BITE
11-7/8- D.C. MAX.
1-3
1-3
EXTERIOR
EXTER01OR
13
22
GLASS TYPE 6
HEAT STRENGTHENED GLASS
_3116'HEAT STRENGTHENED GLASS
—.090'$G INTERLAYER
SHORT
'E
518.
k
GLASS BITE
LONG SIDE
21 13
H R
T
ET
12
GLASS TYPE 8
j
LONG
SIDE
SHORT
SIDE
H LONG
S D
I E
SHORT
SIDE
co
Z�
2
0
"19
W
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0, Cu") -LJL
__;F_
c"
S7,
z
1: L11
0 L) X T 6
LLI
a
01AG
Lu 0-_ co
0
5
a
r- cs Yo-
c� z
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=ms
0
IS
z
(9
C11 N
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LU
F0
Uj
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..........
No.58705
lic-
-7
ft :
T�
T
0 STAT F
...........
ONAL
A. LYNN MILLER, P.E.
REA 58705
EDGE
DISTANCE
INSTALLATION
TYPE A
4
WINDOW EXTERIOR
BUCK
HEIGHT
TIP -TO -TIP
WINDOW
HEIG14T VISIBLE
LIGHT
HEIGHT
WINDOW
BUCK
HEIGHT-
2-314"
EMBEDMENT
4..
EDGE
INSTALLATION DISTANCE
TYPE B
2X WOOD RUCKSTRIP
OR FRAMING, SEE
NOTE 2, THIS SHEET
EMBEDMENT
114'MAX
1��SHIM
TYP. ANCHOR TYPE,
\—EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 8, THIS SHEET
USED AT CURVED
FRAME MEMBERS ONLY
@ 11-7/8' D.C. MAX.
INSTALLATION
INSTALLATION
EMBEDMENT
TYPE C
TYPE B
EMBEDMENT
1X WOOD BUCKSTRiP,
SEE NOTE 2, THIS SHEET
1/4"MAX
SHIM
TYP. ANCHOR TYPE, EMBEOMENT AND
EDGE DISTANCE PER SUBSTRATE,
EDGE
DISTANCE
EDGE
SEE TABLE 8, THIS SHEET
DISTANC E
1/4'MAX.SHIM
02 STEEL
SELF -DRILLING SMS
(05), SEE TABLE 8.
THIS SHEET
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATHTHE
BEADING
E)(TERIOR
CONCRETEICMU
PERANCHOR
4
VISIBLE LIGHT WIDTH
BUCK WIDTH -2-3/4.
REQUIREMENT
WINDOW -7
WINDOWBUCKWIDTH CONCRETEfCMU
TIP -TO -TIP WINDOW WIDTH PERANCHOR
REQUIREMEN1
HORIZONTAL SECTION A -A
E)CrERIOR
M AM]-DADE APPROVED MULLION
I/
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAM NO OR STEEL STUD.
IN
SEE SUBSTRATE PROPERTIES.
TABLE 8.THIS SHEET
114'MAXSHIM
`IX WOOD BUCKSTRIP,
SEE NOTE 2. THIS SHEET
CONCRETEPER
ANCHOR
REQUIREMENT
TYP. ANCHOR TYPE, EMBEDMENT
\_AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 8, THIS SHEET
VERTICAL SECTION B-B
Anctm
Substrate
Min. Edge
D13tance
Min. Embedment I
Max O.C.
ti,,ng
1 10 SS Screw I
012 or# 4 41
I
P.T. Southern Fine (SG-0.65)
9115" 1
11",Inum, bUtJ;t-I b fnin
XV I
O.Quy I I
12W
A3a 5teel
i
0 * 063..
Steel Stud, Gr. 33 min.
.6
5.049- (18 Get
#12 or #14 Steel Screw (G5)
P.T. Southern Pine (SG=0.55)
9)11T
1.wa
12"
Alurninm InIn,
3:1585�_?.o
9—
12'
Al��SITI
� ,oa,
31W
0063
12-
Steel Stud, Gr. 33 Fl-n—.
—3/8'
li.R�m 6.),
12'
1/4' 410 SS CreloFlox
Ungrouted
—T-1—/2-
1-1/4 .
1T
Concrete (mln. 3.35 ksl)
1.
1-314"
12'
1/4' Steel Ultracon
Concrete I In. 2.8 1)
1.
1-314*
12'
Concrete (min. 2.85 k8l)
2-11T
1-To'
12'
Ungrouted CMU. (ASTM C-90)
2-11T
1-114'
12'
Grouted CMU, (ASTM C-90)
1 2-11T
"14'
12'
5116'Sleel Ultracon
Concrete (min. 3.5 Re])
I 1_1L14-
I -1fq_
12'
I Grouted CMU. (ASTM C-901
1 2-
12"
'MIN. Ul- U JhKtAV4b=IWNV —
INSTALLATION NOTES-
1. USE ONLY ANCHORS LIST60 ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1XWOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2XARE 1-112'THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
Ce)
>
0
'0 RI
C-4 W op
0 CO -) CD
LU
0 _j z =5
Cq
z LL m LL 8 :1 ---,a 0
U.1
LLJ 00
IJJ (Do 1
;� d '-' - Z
z a: Oz a'
LL
0
z
z
0 (j) z
?= Z_
0 W 00
� N
0 C?
LU Z 3:
X a. �11 _:
LL LL
LYNN AflZe
...........
No. 58105
C;- uj
17
sTX E
P4 ORXID
,s�
.31ON4 ol�
A. LYNN MILLER. P.E_
P.E.0 68705
EDGE
DISTANCE
INSTALLATION
TYPE E
EXTERIOR
1�3
WINDOW
SUCK
HEIGHT
VISIBLE
LIGHT
HE GHT
WINDOW
BUCK
HEIGHT -
2-3/4"
2XWOODBUCKSTRIP
ORFRAMING - SEE
NOTE 2, THIS SHEET
INSTALLATION
TYPE G
INSTALLATION
TYPE F
1XWOODBUCKSTRIP.
EMBEDMENT SEE NOTE 2, THIS SHEET
114'MAX
EMBEDMENT SHIM TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
6 SEE TABLE 9, THIS SHEET
EDGE
DISTANCE
LI/Ir MAX
: K3
2
SHI
TYP. ANCHOR TYPE.
—EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 9, THIS SHEET EXTERIOR
USEDATCURVED 4
FRAME MEMBERS ONLY ;..$1i VISIBLE LIGHT WIDTH
@ 11-7/8' O.C. MAX. CONCRETEICNIU WINDOW BUCK WIDTH - 2-3/4!i
PERANCHOR WINDOWSUCKWIDTH
RFUUIREMENT
1/4' MAX. SHIM
#112S
TEEL
SELF -DRILLING SMS
(G5), SEE TABLE 9,
THIS SHEET
INSTALLATION
TYPE H
EXTERIOR
==Apl�l 15
M AM]-DADE APPROVED MULLION
I/
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 9,THIS SHEET
114"MAXSHIM
IX WOOD BUCKSTRIP,
SEE NOTE 2. THIS SHEET
CONCRETE PER
EMBEDMENT
...
ANCHOR
REQUIREMENT
INSTALLATION EDGE
TYP. ANCHOR TYPE, EM13EDMENT
TYPE F DISTANCE
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D
HORIZONTAL SECTION C-C
EMBEDMENT
EDGE
DISTANCE
CONCRETEfCNIU
PERANCHOR
REQUIREMENT
Anchor
Substrate
Min. Edge
Distance
Min. Embedment
Max O.C.
Spacing
#12 or#14 410 SS Screw
P goahem Pine (S?§.
.T. _ U.bb)
U110-
1-318'
12*
Aluminum. 6083-T5 min.
0.083,
12"
A36 Steel
318,
0.063'
12"
Steel Stud, Or. 33 min.
318'
0.045(180a)'
12
412or#1 4 Steel Screw (G5)
P.T. Southern Pins (SG-0.55)
9116,
1-3/8'
11�-
Aluminum, 6063-T5 min.
3f8,
0.0631,
12"
A36 Steel
3f8"
0.063' *
12'
Steel Stud, Or. 33 min.
318"
0.046'(18 Go)
12. 1
1/4'410 SS CreteFlex
Unorouted CMU. (ASTM "0)
2-1/2'
1-114'
12-
Concrete (min. 3.35 kel)
1.
1-314'
12*
1/4' Steel Ultracon
0onerete (min. 2.85 ksl)
1.
W/4'
12-
Concrete (min. 2.85 k8l)
2-irr
1-3/8'
12"
1 �nliroulld CMU (ASTM 9)
1-51L4
'routs, C.U. TM C7
0 A g,
- 2-
211
4'
12"
5119'Steel Ultracon
(min. 3.5 ksl)
1-1/4'
1-314"
12*
(ASTN
1-3/4'
12,
'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
INSTALLATION NOTES:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS"1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112*. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2)('ARE 11-11/2' THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAMNG
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM.
UJ to
0
0)
to 757 0 C-4
I_ —
C'I C14
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4) (0
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No. 58705
,0' STAT C F
6 . ...........
�%NAIL 0,\\�
11/11111110\\
A. LYNN MILLER, P.E.
P.E.# 58705
TYP*
EMBEDMENT AND EDG EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE 10. THIS SHEET
INSTALLATION
TYPE I
EXTERIOR
1�3
WINDOW
BUCK
HEIGHT
VISIBLE
L
.E:GHTT
WINDOW
BUCK
HEIGHT -
2-314"
INSTALLATION
TYPE J
2X WOOD BUCKSTRIP
OR FRAMING, SEE INSTALLATION INSTALLATION
NOTE 2, THIS SHEET TYPE J TYPE K
EDGE
EDGE DISTANCE 1/4'MAX EDGE DISTANCE
DISTANCE J— SHIM
2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP
OR FRAMING. SEE
SEE TABLE 10, THIS SHEET
OR FRAMING. SEE NOTE 2, THIS SHEET
1/4' MAX NOTE 2. THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM EDGE DISTANCE PER SUBSTRATE,
EMBEDMENT
USED AT CURVED
FRAME MEMBERS ONLY L
@ 11-7/8' O.C. MAX.
1/4'MAX. SHIM
INSTALLATION
TYPE L
#10STEEL
SELF -DRILLING SMS
(GS), SEE TABLE 10.
THISSHEET
2X WOOD BUCKSTRIP
E)(TERIOR
ORFRAMING,SEE
NOTE 2, THIS SHEET
14* MAX SHIM
MIAMI-DA DE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES.
TABLE 10,THIS SHEET
F9- -Z=� EDGE DISTANCE
R 7::�
P. CHOR TYPE, EMBEDMENT
TY
EMBEDMENT NfAIND�EOGE DISTANCE PER
SUBSTRATE, SEE TABLE 110, THIS SHEET
VERTICAL SECTION F-F
EMBEDMENT
—1
pf!E E)CrERIOR
4
Q7� —K�
VISIBLE LIGHT WIDTH =
WINDOW BUCK WIDTH - 2-3/4'
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
Anchor -
Substrate
Min. Edge
Distance
Max. D.C.
Spacing
2.112"x.1131 Box Nall
P.T. Southern Pine (SG�0.55)
6111151
5"
2-1/21 x.1311 Common Nall
F.I. Southern Pine (SG=0.6,5)
3/&'
51
2-112"x.14Y Roofing Nall
P.T. southern Pine ($G=0.55)
318"
Br
#lox 1 Steal ScreV
P.T. Southern Pine (SG=0.55)
1/2.1
51
0.093" Aluminum. 60S3-T6 Min.
5110,
5"
1/16"A36SIeel
5/16,
61
0.045, (l 8 Ga) Steel Stud, Gr. 33
1 611 V'
1 6' 1
MIN. OF 3 THREADS BEYOND I H L Mh I AL UUMi I KA I t -
INSTALLATION NOTES:
i. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS "lX', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. IX WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2)V ARE 1-1/2'THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL' . THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
0 7
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0 1- — 0 Cq
0 cli co w 6
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0
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0
0 z
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0
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a: FL
LYNN 4f14
t4o. 58705
4
-13 C' -7
'S-TAfF
A. LYNN MILLER, P.E.
P.E.#58705
INSTALLATION TYPE M
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAY BE NO
MORE THAN 6'O.C.
EXTERIOR
1�3
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT
WINDOW
BUCK
HEIGHT -
2-3/4'
1
INSTALLATION
TYPE N
IENT
EDGE
DISTANCE
2XWOODBUCKSTRIP
EDGE OR FRAMING, SEE
INSTALLATION TYPE M INSTALLATION
EMBEDMENT
DISTANCE NOTE 2, THIS SHEET
FS FOR THIS INSTALLATI]ON TYPE N
EMBEDMENT METHOD ONLY.
114"MAX ANCHORS MAY BE NO
0 MORE THAN G'O.C.
SHIM
EMBEDMENT
IX WOOD BUCKSTRIP, SEE
2X WOOD BUCKSTRIP NOTE 2. THIS SHEET
—OR FRAMING SSE
__L1I4'MAX
NOTE 2. THIS SHEET
TYP. ANCHOR TYPE, EMBEDMENT AND
SHIM
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE 11, THIS SHEET
\ TYP. ANCHOR TYPE.
\—EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 111, THIS SHEET
EDGE
USED AT CURVED DISTANCE
I FRAME MEMBERS ONLY
1-7/8' D.C. MAX
CONCRETEICMU
PER ANCHOR
REQUIREMENT
1/4'MAX.SHIM
INSTALLATION TYPE 0
FOR THIS INSTALLATION
METHOD ONLY,
ANCHORS MAY BE NO
MORE THAN WO.C.
#12 STEEL
SELF -DRILLING SMS
(G5). SEE TABLE 10.
THIS SHEET
TYRANCHORTYPE,
EXTERIOR
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 11. THIS SHEET
MIAMI-DADE APPROVED MULLION
14"MAXSHIM
(SEE SEPERATE NOA). ALUMINUM.
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE ii.THIS SHEET
1X WOOD SUCKSTRIP.
SEE NOTE 2, THIS SHEET
VERTICAL SECTION H-H
VISIBLE LIGHT WIDTH
WINDOW BUCK WIDTH - 2-3/4'
WINDOWBLICKWIDTH —
HORIZONTAL SECTION G-G
EDGE
DISTANCE
CONCRETEIGMU
PER ANCHOR
REQUIREMENT
EXTERIOR
15
Anchor
Substrate
Min. Edge
Distance
MIn. Embedment
Max� O.0
spacing
*12 or#14 410 SS Screw
P.T. Southemi Pine (SG=0.55)
F1 6'_
1
6'
Aluminum. 6063-TS min.
016-
0.06Y *
-
A36 Steel
318,
0.06Y 1
6.
Steel Stud, Gr. 33 min.
318"
0.045"(18 Ga)
61
#12 or#14 Steel Screw (G5)
P.T. Southem P'qa (SG`-O.")
9/16"
1.31W
6.
Alu.I... �NIT5 mIn.
318"
0,013Y
6.
—
A36 Steel
318"
0.06Y
6"
Steel Stud. Gr. 33 min.
a/81
O.OW (18 Go)'
6.
114* 410 SS C(eteFlex
Ungrouted C U, (ASTM C-90)
2-112'
12'
Concrete (mln. 3.35 kel)
1.
1-3/4'
12"
114" Steel Ultracon
Concrete (min. 2.85 ksl) -
1.
1.314*
12'
Concrete (min. 2.85 ksl)
2=112'
1-318,
17,
1-1/4'
12,
Grouted CMU, (ASTM C-90)
2-1/2-
1-3/4'
12"
511V Steel Ultracon
ncreteLmn. .5gal
L
1-114'
1-314"
12"-
_j_
Gaed CMU, (AAWC-pp)
, 2-11T
i-314r"
12'
" NN. Ul- U I NMAUb ULTUNU I Mt FAM IM - —1 -
INSTALLATION NOTES:
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.
2. WOOD DUCKS DEPICTED ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 11-112% 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS *2X"ARE I-11T THICK OR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BYAUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
:Z�
0
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ALL CORNERS TO
USE GASKET
AND/OR SEALANT
'DETAILS FOR
O—A—L-LEGFRAMES
9D* CORNER
FRAME ASSEMBLY
ANGLEDICURVED
FRAME ASSEMBLY
ANGLED/CURVED
FRAMEASSEMBLY
1017014
ALL CORNERS TO
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#
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Description
Material
1
42630
Flanged Frame
2
4286
Equal -log Frame
Alum. 6063-T6
3 1
4266 lintegral
Fin Frame
Alum. 6063-T5
4 1
4265 17116'Lami,
Glass Beading
Alum. 6063-T6
6 1
4264
JLG Glass Beacling
Alum. 6063-T6
ea
4270
Installation Fastener Cover
Alum. 60MT5
6b
4224
Installation Fastener Cover
Rigid PVC:
10
70589C
Gasket (at 90* corner joints)
Poly thylene
1
1`1
TP24718
Vinyl Bulb Weatherstrip
Flax PVC, Duro. 65 +1-1
13
Dow 899, GE 77DO Silicone or Equiv.
20
71652K
ISetting Block, Mono. 3flg'x 7116'x 4'
Neoprene, Duro. 85 +/-1
21
1 71704AK
ISetting Block, I.G. &16'x 1-31371 x 4'
Neoprene, Wro.85*1
22
1 DURAK71617/16'DuraSeal
Spacer
29
1
1#6 x 1-11,T' FH SMS
I Sta ss Steel
30
1 781PQX
1#8xl"QuadPHSMS
I Stainless Steel
F---`AS—SE—MBL,Y DETAILS
I — �QRFIN F�RAMES
90* CORNER
FRAMEASSEMBLY
MITERED FRAME WITH INTERIOR
AND EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
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.094'
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#4254, 6063-T5
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074* 062*
1.375. F
1-7
1125*
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FIN FRAME
#4256,6063-T5
1 37-
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No. 68705
Ir-
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STAX
..........
///ONA%-
1111111W
A. LYNN MILLER, P.E.
P.E.0 68705
„, 4
MIAMP MIAMI-DADE COUNTY
67=� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Strect, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) -tvww.mianiidade.gov/nerfi/
WinDoor, Incorporated
7500 Amsterdam drive
Orlando, Florida, 32832
SCOPE:
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 AHJ 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 Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11810011 Aluminum Sliding Glass Door W/WO Reinforcements-L.M.I.
APPROVAL DOCUMENT: Drawing No. 08-00875, titled "8 100 Series LMI: Reinforced & Non -reinforced”,
sheets 1 through 26 of 26, prepared by manufacturer, dated 10/13/09 and last revised on 03/01/2011, signed and
sealed by Luis R. Lomas, P.E., bearing the Miami -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
Limitations:
1 . 3-1/2" sill riser item # 36(sheets I thru 7) is limited to positive (exterior) Dp = +100 PSF, item #37 (4-
1/2") sill riser to be used above +100 psf.
2. Two (2) anchors at each anchor location shown in sheets 8 & 9 at head, sill and jambs, except one (1)
anchor at each pocket (hook -strips jamb) required.
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and 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 NOA 0 10-0209.12 and consists of this page I and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
NOA No 12-0130.13
WMIMI-DADE COUNTY Expiration Date: March 31, 2016
Approval Date: April 19,2012
Page I
(A
WinDoor, Incorporated
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file # 10-0209.12)
2. Drawing No. 08-00875, titled "8100 Series LMI: Reinforced & Non -reinforced", sheets I
through 26 of 26, prepared by manufacturer, dated 10/13/09 and last revised on 03/01/2011,
signed and sealed by Luis R. Lomas, P.E.
Note: This revision consists of FBC 2010 update only.
B. TESTS (transferred from file # 10-0209.12)
1 . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass,
prepared by National Certified Testing Laboratories Inc, Test Report No. NCTL-210-3573-3
dated 07/31/09 and revised and reissued on 12/16/10 and NCTL-210-3573-4 dated 07/30/09
and revised and reissued on 12/16/10, both signed & sealed by Gerald J, Ferrara, P.E.
(Note: This test reports have addendum letters dated 08/03/10 &l 1/29/10, issued by National
Certified Testing Laboratories Inc., both signed & sealed by Gerald J, Ferrara, P.E.)
C. CALCULATIONS
1. Statement letter of conformance to FBC 2010, dated January 19, 2012, prepared, signed
and sealed by Luis R. Lomas, P.E.
2. Anchor verification calculations, structural & comparative analysis, complying with FBC-
2007, dated 02/03/10 and last revised on 09/02/10, prepared, signed and sealed by Luis R.
Lomas, P.E. (transferred from file # 10-0209.12).
3. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
I Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for
their "DuPont Sentry Glass 0 Plus", expiring on 0 1/14/17.
2. Notice of Acceptance No. 08-1224.04 issued to Solutia, for "Saflex Composite glass
interlayer w/ PET core", expiring on 12/11/2013.
F. STATEMENTS
1 . Statement letter of conformance to FBC 20 10 and "No financial interest"', dated 0 1/19/12,
prepared, signed and sealed by Luis R. Lomas, P.E.
2. Statement letters of conformance to FBC 2007 and "No financial interesf', both dated Jan
02, 20 10, signed and sealed by Luis R. Lomas, P.E. (transferred from file # 10-0209.1Z)
3. Test lab compliance statement, part of the above referenced reports.
4. Statement addendum letters dated 08/0/10 & 11/29/10, issued by National Certified
Testing Laboratories Inc., signed & sealed by Gerald J, Ferrara, P.E.
G. OTHER
I . This NOA revises NOA # 10-0209.12, expiring on March 31, 2016.
2 Test Proposals # 08-0955B (consolidated) dated Jan 15, 2 09, app�ovp�by BCCO.
lbaq 1. Chanda, P.E.
Product Control Examiner
NOA No 12-0130.13
Expiration Date: March 31, 2016
Approval Date: April 19, 2012
B-1
286
1/2" OVERALL TESTED
FRAME WIDTH
REVISIONS
48" MAX. NOMINAL
40" MAX.
REV DESCRIPTION DATE APPROVED
I
PANELIVADTH
D.L.0 WIDTH
— mm vj�j R. L
= = =� A PER DADE LETTER DATED MAY 06, 2010
13 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
REINF.—,,,,
REINF,
REINF.—,�
_4
120"
MAX.
NOTES:
F
HEI
ME
HT
POCKET WALL 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
OF THE FLORIDA BUILDING CODE.
118
7/16-
UNDER TO COMPLY WITH REQUIREMENTS
MAX.
PANEL
SEPARATE 2) WOOD FRAMING/lX OR 2X BUCK, 20 GA. 2X WOOD BACKED STEEL
HEIGHT
APPROVAL. TO STUD OR MASONRY/CONCRETE OPENING TO 13E DESIGNED AND
x
x
x
BE REVIEWED ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
108 21/32"
x
BY AHJ. WOOD FRAMING/IX OR 2X BUCK. 20 GA. 2X WOOD BACKED STEEL
MAX. D.L.O.
STUD OR MASONRY/CONCRETE OPENING IS THE RESPONSIBILITY OF
HEIGHT
THE ARCHITECT OR ENGINEER OF RECORD.
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION
L
FACTOR Cd�1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
A
1
4) FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6 .075" THICK.
PANEL MATERIAL: EXTRUDED ALUMINUM 6063—T6 .080" THICK.
6.1 TO
-A
k —
8100 SERIES 4'0 X 10'0 LMI SGD
5) UNITS MUST BE GLAZED WITH LARGE MISSILE IMPACT SINGLE
AS SHOWN IN
WEEP SLOT
WEEP SLOT 1 " x .1875"
_// TYPICAL ELEVATION EXTERIOR VIEW
(6) PA19ELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
LAMINATED OR INSULATED LAMINATED GLASS
GLAZING DETAILS ON SHEETS 11 AND 12, PER ASTM E1300-04.
FOR
'TYP. LOCATED AT ALL
VERTICAL CENTER LINES
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
THIS PRODUCT IN AREAS WHERE WIND BORNE DEBRIS PROTECTION
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
IS REQUIRED.
NON-REINFOFIOkD WITH SILL RISER ITEM 435
7) APPROVED TO BE INSTALLED ON A 2 TRACK, 3 TRACK OR 4
DESIGN PRESSURE RATING
IMPACTRATING
TRACK FRAME SYSTEM WITH OR WITHOUT. POCKETS.
±70PSF
LARGE
MISSILEIMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
8100 SERIES 410x 10'0 LMI NON -REINFORCED SGD
2TRACKLAYCJUI
REINFORCED WITH SILL RISER ITEMS #36 AND #37
IW V5 %) FDEGIGN PRESSURE RATING I IMPACTRATING
I LARGE
--I 10PSF MISSILEIMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
8100 SERIES 4'0 x 10'0 LMI REINFORCED SOD
2 TRACK LAYOUT
TABLE OF CONTENTS
;HEET NO. DESCRIPTION
1 — 6 ELEVATIONS, HORIZONTAL CROSS SECTIONS AND NOTES
7 DESIGN PRESSURE CHARTS '
8 — 10 ANCHORING LAYOUT, NOTES AND DETAILS
11 — 12 BILL OF MATERIALS AND GLAZING DETAILS
13 — 19 CROSS SECTIONS
20 — 23 INSTALLATION DETAILS
24 — 26 COMPONENTS
PANEL HEIGHT AND D,�.O. FORMULA
PANEL HEIGHT — UNIT HEIGHT — 1 9/16'
MAXIMUM D.L,O. HEIGHT = PANEL HEIGHT — 9 1/2"
,ggDVC_jr pAvWD D.L.O. WIDTH NOMINAL PANEL WIDTH — 9 1/2"
as ow.*ft
ft'h'fift Pat
�=JL6_gL_ ug*J
7500 AMSIERDAM DRIVE
WinDoor ORLANDO, I'L 32832
I t
A4.1" �k
INCORP01LATED ..... '2400
yj`i�
e
V/
8100 SERIES LMI
--A
REINFORCED & NON —REINFORCED
�-4
4'0 x 10'0 PANEL 2TRACK ELEVATIONS
z
J.
DRAWN:
Dwo No.
REV
L%6aii P-9.
TJH
08-00875
�S�
OF 26
NTS 1— 110/13/09 ISHEITI
98
F
H
DESCRIP110N DATE I APPRDVFD
PER DADE LETTER DATED MAY 06, - W1 0 05/12/10 1 R.L.
PER LEITERS DATED 9/28 & - 11/23 20101 12/09/10 1 R.L.
358 1/2" OVERALL TESTED FRAME WIDTH
60" MAX. NOMINAL 52" MAX.
PANEL WIDTH D.L,O. WIDTH
\,U3
REINF,
R IN
REINF.
I 7NF�
MAX.
?AME
GHT 96 7/16"
MAX
PANEL
4*
HiIGHT
F
86 21/32"
MAX.
D.L,O.
A
HEIGHT
E
Bl. To
U1171713 Q] AT
8100 SEMES 5'0 x 82 LMI SGD
I
)CKET WALL
UNDER
SEPARATE
'PROVAL. TO
E REVIEWED
BY AHJ.
— — -1
WEEP SLOT I" x .1875" TYPICAL ELEVATION EXTERIOR VIEW
TYP. LOCATED AT ALL (6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
VERTICAL CENTER LINES APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
rP� (11�i tTr�
1w V6 5) 1$ qv qv
8 100 SERIES V0 x 8'2 LMI NON -REINFORCED SOD
2 TRACK LAYOUT
thuyu all I olarm lTrhA A519
DESIGN PRESSURE RATING
IMPACTRATING
.*70PSF
LARGE
MISSILE IMPACT
FOR AODI[TIONAL SIZES SEE CHARTS SHFET 7
REINFORCED WITH BILL RISER ITEMS 938 AND 937
PANEL HEIGHT AND'D.L.O. FORMULA
PANEL HEIGHT = UNIT HEIGHT - 1 9/16"
MAXIMUM D.L.O. HEIGHT - PANEL HEIGHT - 9 1/2"
O.L.d. WIDTH - NOMINAL PANEL WIDTH - 9 1/2"
8100 SERIES 5'0 x82 LMI REINFORCED SOD
2 TRACK LA YOUT
REINFORCED WITH BILL RISER ITEMS 630 AND 037
DESIGN PRESSURE RATING IMPACTRATING
5wo
1 LARGE
PIR ±110PSF MISSILE IMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
7500AM=STERDAMDRIVE
WinDoor ORLANDO,FL32832
lilt
INCORPORATM " .....
111.11011a"_ �mfndooflncxom
05 em
An'� 4
8100 SERIES LMI
REINFORCED & NON —REINFORCED
ELEVATIONS
M rmo
5'0 x 8'2 PANEL 2TRACK
WWI ftl (Wtas,'P.E,-'
DRAWN:
REV]
TJH
08-00875
0.
'! 1, �',!'d� v
-SCAE NTS IDAIE 10/13/09 15"ET2 OF 26
REV DESCRIPPON DAIE I APPRUVED
290 3/8" OVERALL TESTED FRAME WIDTH A PER DADE LETTER DATED MAY 06. 2010 05/12/10 1 R.L.
48" MAX. NOMINAL 40" MAX. E) IPER LETTERS DATED 9/28 11/23 20101 12/09/10 1 R.L.
PANEI., IDTH D.L.O. WIDTH
REINF.-,,, REINF.
120" MAX. REINF.—,,,
FRAME
HEIGHT 118 7/16"
MAX NEL
H.b HT
108 21/32.1 0 to x x x x
MAX.
HEIGHT �Y/
EE
6" TO 8100SERIES4'ox WOW SOD
WEEP SLOT TYPICAL ELEVATION EXTERIOR VIEW WEEP SLOT V x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS is TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
8100 SERIES 4'Ox 10'0 LMI NON -REINFORCED SOD 48HEAD
STRACKLAYQLJT
t
8100 SERIES 4'0 x 10'0 LMI REINFORCED SGD 48 HEAD
3TRACKLAYOUT
pgojDVCqrjtLypW
80 "10*14 whk r%* P%Ntk
49 SILL
49 SILL
REINFORCED WITH SILL RISER ITEMS #36 AND #37
HAWN co&
1
a2 -&I �o
NON-HEINFORCED WITH SILL RISER ITEM #35
vE6IGN pRESSURE RATING IMPACTRATING
DESIGN PRESSURE n ATING IMPACTRATING
1ARGE
LARGE
t I I OPSF MISSILE IMPACT
—+70PSF MISSILE IMPACT
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
7500AAWr9RDAMDRrM
WinDoor ORLANDO, FL 32632
INCORPDXA!MD,
hoproved am complying with am
8 100 SERIES LMI
REINFORCED & NON—R EINFORCED
0I I'll
10A11
MIAl W a P ud c I 1 4'0 x 10'0 3TRACK ELEVATIONS
DRAM owo tio. Rv
113
I I -Who E'
TJH 013-00875
4,
IscALE NTS JDATE ID/13/09 JSHEE13 OF 26
REVISIONS
REV
DESCRIPTION DATE APPROVED
A PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L.
_B �Eii �TTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
1
362 3/8' OVERALL TESTED FRAME WIDTH
I
60" MAX. NOMINAL
52" MAX,
PANEL.. WIDTH D.L.O. WIDTH
REINF. REINF.--,,,,,
REINF.
96 7/16
MAX PANEL
*x
H�IGHT
86 21/32" 0
G . x x
0
x
98" MAX.
MAX. D.L.O.
FRAME HEIGHT
HEIGHT
:6-1
6" To
L7100 SERIES F0 x 8 2 I-Mi SGD
WEEP SLOT 1"
WEEP SLOT
TYPICAL ELEVATION EXTERIOR VIEW
x .1.875"
(6j PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
TYP. LOCATED AT ALL
VERTICAL CENTER LINES
APPLICABLE AS LONG AS INDIVIOUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
SIZE AND *USE VERTICAL CONDITIONS AS SHOWN. M_
, /,(T\ /Vl\ - /M im n _�� Y I
M
tv"\
(M kv
8100 SERIES 510 x 82 LMI NON -REINFORCED SGQ 48 HEAD
57 TRACKLAYOUT
8100 SERIES 5`0 x 8`2 LMI REINFORCED SQD
—ITRACKLAYOUI
HEAD
49 SILL
SIL
LL
mwvwa
REINFORCED WITH BILL RISER ITEMS #36 AND #31
;=4.ili Ilia, pbft
NON-REINFOROED WITH SILL RISER ITEM 935
DESIGN PRESSURE RA TING IMPACTRATINO
.
Au#p6uftl%� 2-
DESIGN PRESSURE RATING IMPACTRATING
�)-_)
6plirotiew Willi
LARGE
LARGE
*I I OPSF MISSILE CT
.t70PSF MISSILEIMPACT
�OR ADDITIONAL SIZES SEE CHARTS SHEET 7
FOR ADDITIONAL -SIZES SEE CHARTS -SHEET 7
WinDoar 'OR"L"ANDT, 'PL32'93'2
Uh—ADIASISA400
10'
!o
INCORPORAi,m)
hvproved as complying "lib ft
Floirld. Riddl oil 8100 SERIES LMI
REINFORCED & NON —REINFORCED
Milli' 10d 11 d IC firal 5'0 x 8'2 3TRACK ELEVATIONS
, a
'I.
Fa DRAWN:
P E
TJH
DATE
SCALE Nis 10/13/09 ls"EE4 OF 26
od
ww 0�_
%or
120" MAX.
FRAME
HEIGHT
118 7/16"
MAX. PANEL
HEIGHT
108 21/32-
MAX. D.L.O.
HEIGHT
6" TO
WEEP SLOT
1 286 25/32- OVERALL TESTED FRAME WIDTH -
48" MAX NOMINAL 40" MAX,
PANEL WIDTH D.L,O, WIDTH
8100 SERIES 410 x 1010 LMI SGD
TYPICAL ELEVATION EXTERIOR VIEW
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL
SIZE AND USE VERTICAL CONDITIONS AS SHOWN._ —
DESIGN PRESSURE RATING
IMPACTI14TING
170PSF
LARGE
MISSILEIMPACT
FOR ADDITIONAL SIZES SEE CHART5 SHEEI /
REVISIONS
OESCRIPnON DATE I APPROVED
PER DADE LETTER DATED MAY 06, 2010 05/12/10 1 R.L.
'ER LETTERS DATED 9/28 & 11/23 2001 112/09/10 1 R.L.
WEEP SLOT 1" x .1875"
TYP. LOCATED AT ALL
VERTICAL CENTER LINES
\1-//
�49 HEAD
:AD 410 x 10'0 LMI REINFORCEDSGID
8100 SERIES SILL
4 THAUKLAYUUT
LL
"*bl wft ibe Florw
, -1, code
REINFORCED WITH SILL RISER ITEMS #36 AND 037
A*Ap%.Pk
DESIGN PRESSURE RATING NPAOTRATING
ft*-. %.--a L
Tgul
LARGE
, ,
'i i
1110PSF MISSILEIAIPAOT
"ado
FOR ADDITIONAL - SIZES SEE CHARTS SHEET 7
7500 AMSTERDAM I)RYVB
WinDoor
OILLANI)OPL32832
Wqsj.� as
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io
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8100 SERIES LMI
NEEI� R ORCED & NON -REINFORCED
EINF
: ,
Ax
4'0 x 10*0 4TRACK ELEVATIONS
DRAWN; MO NO.
TJH 08-00875
IR :LO
B 0 �Vj 14.
SVUNTS I-C 10/13/09 ISHIET5 OF 26
98.1
FR
HE
REMSIONS
REV DESCRIPTION DATE APPROVED
A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
13 PER LETTERS DATED 9/28 & 11/23 2010 12/0i/10 R.L.
358 3
,d,4" OVERALL TESTED FRAME WIDTH —
MAX, NOMINAL .52" MAX.
PANEL WIDT D.L.O. WIDTH
REINF. REINT.
96 7/16' REINF.—l-,
MAX. PANEL
[REINF��
14EIGHT
MAX. 86 21/32" 0 0 x x x x
kME MAX. D.L.O.
GHT HEIGHT
Lo/
r"' TO
WEEP SLOT
B 8100 SERIES 5'0 x 82 LMI SGD
TYPICAL —ELEVATION EXTERIOR VIEW \_ WEEP SLOT 1" x .1875"
(6) PANELS SHOWN. UNLIMITED NUMBER OF PANELS IN UNLIMITED CONFIGURATIONS IS TYP. LOCATED AT ALL
APPLICABLE AS LONG AS INDIVIDUAL PANEL SIZE DOES NOT EXCEED MAXIMUM PANEL VERTICAL CENTER LINES
SIZE AND USE VERTICAL CONDITIONS AS SHOWN.
r DEL91ON PRESSUR R4TINU
IMPACTRATING
I±70PSF
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
EAD
LL
lippmed " complylog wItk the
mlowil Datle 11roductCont,01
FOR ADDITIONAL SIZES SEE CHARTS SHEET 7
7500 AMTERDAM DRI"
WinDOOJ: ORLANDO, FL 32832
_nITCORPORATP-1) W.MrAsil;;- www.%vindoorinc.com
8100 SERIES LM(
REINFORCED & NON -REINFORCED
5'0 x 8'2 �PANELS 4TRACK ELEVATIONS
TJH 1 08-00875
SCALE NTS -JOATE 10/13/09 js"Etr6 OF 26
3ILL
01 .1.
Flis Lorgas,
F or,,c(,,Nk'oi '02;� 4,-'
NON -REINFORCED UNITS (GLAZING TYPES E, F, G, H, If & J)
Maximum design pressure capacity chart (PSF)
AIM Sarlan Aluminum LMI Nnn-Rainforced SaD mdfh 1314"Sill Riser. Item 33 and2TRafro Slit, Item 70
F_ Single Panel wdth
In)
Height
'n,
(in)
Pas
Nag
Pas
I Nag
Poo
Nag
Pas
May
Pos
Ney
Poo
I ling
P08
I NOAF
F�M
7_60
100.0
46.0
100.0
46.0
100.0
45.0
-7R576
46.0
100.0
46.0 1
00.8
45.0.
05.2
84ft,:
45.0 '-TO-
04
-
476-0-10-00
7-
45.0
100.0
46.0
100.0
46iO
100.0
-9-
45.0
92.8
45.0
-_TC5-_
88.1
.PBiO:.-;,.-.
45.0
100.0
45.0
100.0
r .D
45.0
100.0
-T-
6.0
7-
00.0
6
4 .0
3.3
7-
6.0
6=7
.0
721.1
'___
45.0
100.0
_T_
5.0
100.0
5.0
45.0
100.0 '
.0
97
4 0
-60-8-
-4'--
6.0
-f -5
4.
.0
to .0
.0
7 7MR-7
-T5-.0
70-0-.0
45.0
100.0
45.10
_T9 67
76-3-
_10-.3
46.0
6010
-
-
-
F'414,0yq
46.0
100.0
45.0
100.0
45.0
2_1
�22
62.6
46.0
74.7
45.0
1 100.0
1 45.0
-
I 10U.6
I ,
45.0
1 87
45
1 77.0
415. U
, 70.0
Maximum design pressure capacity chart (PSF)
I14fifi.Rarl-Ahiminum LMIN-RaInfareadSaD adth 2 114"Sill Riser. Item 34 & 2TRatro Sit). Item 70
Single Fftan I Wdth (in)
Height
(in)
Pas
Nag
Pas
I Nag
Pas
Noll
P08
Nag
Pos,
Nag
Pas
I Nag
Pas
I Nag
--60-,o
106.o
800
100.0
60.0
100.0
60.0
100.0
60.0
100.0
60.0
99.8
60.0
95.2
84&�-.--
60.0
-fo--
0.0
- -
60.0
1 g
15-5.6
60.0.
105.0
'60.0
-To -0.0
70-.0
-100.0
00.0
9 2.8
600--
8_-
..,..Q8k0
60.0
100.0
60.1)
I
100.0
I
00.0
100.0
60.0
100.0
60.0
93.3
60.0
78.7
60.0
2.1
.7-90W......
80.0
---
100.0
_j0_.D
(1
100.0
60.0
$1,00
10D.0
60.0
80.7
60.0
0=8
60.0
74.5
80.0
70.0
60.0
.100,0.
60.0
loo.0
60.0
99.(1
r. 5. _0
8=3
70-.0
80.0
100.0
60.0
00.0
60.0
3=3
0=0
2.2
1 22:2
1.
6 0.0
.0
.0
e0.0
1 8
_W7
f 00 0
77
.00
70.0
Maximum design pressure capacity chart (PSF)
-Al-S.- I ME udfh _1"AIIIRI�r_ Ham 29 A 2rRafra Sill. Item 70
Single Panel Wd th I
In)
Haight
4.2*.012�.
vie.
011)
��Os'
Nag
Pas
I Nag
Pas I
Aleg I
Pas
Nag
Pas
-ro.-o
X69
POS
I N09
PIDS
I AF09
80.0
100.0
50.0
109,15
80.0
100.0
80.0
-foo-.o
-To-576
0.5
991
66.5
95.2
80.0
10010
80.0
10D.0
D
80.0
100.0
no
100.0
80.0
100,0
-T3-.3
80.0
-76-3
92'a
-76-7-
Uv.6
-2.1
8.1
W-
--r
80,0
.0
100.0
.0
80.0
100.o
-o
8
ao.0
loo.o
.0
IF-
-f--
00.0
.0
-No-
-rO-.8
--
-i4-6
-T -13
7
72.
-f g
7wv
_18-00
00.0
rGED1.
80.0
-TO-07.0
80.0
70-0.0
__f0_.0
7'9_1
-TO _0
4-
7-
0-0
0-
80.0
100.0
80.0
IGRO
80.0
99.6
80.0
88.3
80.0
80.0
4;
1 �20
10010
80.0
-100-0
80.0
-IF3-3
_80.0
-Y2-.61
74-7
1 74.7
0
.0�O
0
1 0
00.0
lio-0-0
80.0
_WT
_T7 Tr7-7,13
70,0
70.0
1-mousicr Uvula
ft"WW", .11� *wrmatk
CO& A A'b
-PANEL HEIGHT AND D.L.9, FORMULA
PANEL HEIGHT = UNIT HEIGHT - 1 9/16"
MAXIMUM D.LO. HEIGHT - PANEL HEIGHT - 9 1/2"
/IDTH = NOMINAL PANEL WIDTH - 9 1/2"
REVISIONS
REV DESCRIPTION DATE APPROVED
A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
REINFORCED UNITS (GLAZING TYPES A, 9, C & D)
Maximum design pressure capacity chart (PS19
aioa SariasAlumlnum LMI Reinforced SOD vilth 31' SlItAlsor, Item 35 & 2TRefro Slij, Item 70
Single Panel Wdth
(In)
Flefght
(in)
Poo
Neg
Pos;
I Nag
Pos,
I Nag
Poo
Nag
Pas
I Neg
Post
NOR,
PCs
Nag
'Of..
80.0
150.0
60.0
180.0
80.0
160.0
80 .0
160.0
80.0
160.0
80.0
160.0
�80.0
149.6
71'84��
-To -o
-T5-56
-i-oq
70-0
-K-0
76-0 0-
80.0
160.0
80.0
_T15-0.0
8 .0
=45..
80.0
138.5
2;*-'.q8i8:,.,-;.
80.0
150.0
10-.o
_f6_0B
-To-. _0
T60-0
"TO _0
7_60T.0
80.0
146.7
80.0
120.5
80.0
113.3
80.0
jBo.U__EF0_.0__T6_0.0
_f0_.0
76-0.0
80.0
160.0
80.0
142J
80.0
117.1
80.0
71-00
J60.0
80.0
75-00
80.0
150.0
00.0
138.7
80.0
126.7
-
loo
isoo
06.6
MOW
7070-
46=7
129.8.
80.0
_F0_.0
117.3
120; Q. k*-,
-9
8
�;W%
1 80.0
jl�170_D
, 13in
121 ig
110.0
1
Maximum design pressure capacity chart (PSF)
Rion Sarlas Aluminum LMIRaInforced SGD with 3 112"8111 Riser, Ifem 39& 2TRefro, Sill, Item 70
Single Panel Wdth
(in)
Height
(in)
_v0_8
I Neg
Pas
Nag
Pas
I may.
Pas
I Nog
POO
Nag
Pas
ling
Pas
Neg
100.0
1160.0
100.0
160.0
100.0
1160.0
100.0
160.0
iouTo
160.0
100.0
160.0
100.0
149.6
100.01
160.0
100.0
160.0
100.0
1160.0
I
100.0
150.0
100.0
150.0
100,0
_T60-0
145.6
100.0
138.6
100.0
150.0
100.
160.0
100.0
.0
100.0
15010
100.0
T46-7
M20-5
U10 0-0
13.3
100.0
is o
100.0
_U0.0
100.0
160.0
1
100.0
Pl
160.0
100.0'-14-27
A-0.0
117.1
1110.0
.1
110.0
-10-00
=50.0
=00. 0
=50.0
100.0
160.0
'0�.o
100.0
_T___
38.7
100.0
126.7
100.0
150.0
100.0
146.7
100.0
n0.0
100.0
77-3
1 0.
=60. 0
=00. 0
=38. 0
100.0
1121.91
IGO.0
, 110.0
Maximum design pressure capacity chart (PSP9
8106 SarlosAluminum LMIReInforced SGD with 4 114" Sill Riser, Item 37
SIngle Panel Wdih (in)
Height
14
0.
Vn)
Pas
Nag
Poo
I Neg
Pas
Nag
Pas
A109
POS
I M09
PCs
M69
POO
I Nag
126.3
160.0
126.3
160.0
126.3
`150.0
126.3
-I-
60.0
1215.3
160.0
1205.3
160.0
125.3
1149.6
126.3
160.0
125.3
ino
1-
26.3
-75-.6
72-6.3
160.6
125.3
156.0-
6
2 .3
1-4 6A
'125.3
138.6
125.3
150.0
125 _3
-r66-6
=2r, 3
=66.6
=26. 3
Ts-05
125.3
146.7
120.6
`120.6'
1`13.3
113.3
11 26.3
160.0
126.3
760.0
26.3
=60.0
=25.3
160.5
4=2 7
117.1
1 1 1
117.1
110.0
110.0
108;w';
1
125.3
160.0
1126.3
160.0
1 126.3
60.0
25.3
138J
126.3
126.7
I 2 .3
160,011
5.3,
150.01
126.31
7
146.7
126.3
129.8
117.3
1173
JRQjQ�'
125.3
16011
1 125.31-AnI121,91121-91
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7500 AMSIERDAM DRIVB
WinDOOr OILLANI)O, FL 32832 A'. t
1Nr_0RP0RAT.8D
MrIldaulddl C,
DOI 8100 SERIES LM1
REINFORCED & MON-REINFORCED
Mfu DESIGN PRESSURE CHARTS 6
DRAWN: DWO NO. LUIS'k. Ldm I as I E..
TJH 05-00875 "IV Florid . a ft. §014
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SCALE NTS IDATE 10/13/09 1"�ET7 OF 26
TYP
" " 6 MAX.
MAX.
TYP. 6"
Typ,
6" mAx.T-'
TYP.
. I -
16" -MAX.
OIC. Typ.
-f— -
SEE NOTE
8 -SHT. 8
SEE 12 ANCHOR SEE 12 ANCHOR SEE 12 ANCHOR
CLUSTER CLUSTER CLUSTER
PANEL L SHT. 10 DETAIL SHT DErAIL SHT,
�- V � PANEVL — __ ' 10 � PANEL� — 10 �P . ANEL
z
z
z
0
0
E
0
0
0
REVISIONS
I
SEE NOTE
8 SHT. 8
REV
DESCRIPTION
DATE
APPROVED
6" MAX.
A
PER DADE LETTER DATED MAY 06, 2010
05/12/10
RA_
F Typ.
B
PER LETTERS DATED 9/28 & 11/23 20101
12/09/10
R.L.
T
I I" MAX.
O.C. TYP.
ANCHORING NOTES:
1)
ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO
ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS.
120" 2)
ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR
MAX.
AT EACH LOCATION IN HOOK STRIP..
0
0
HEIGHT 3)
FOR ANCHORING INTO MASONRY/CON CRETE THROUGH A PROPERLY SECURED
1X NON-STRUCTURAL WOOD BUCK USE 1/4" ITW TAPCON WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
2 1/2" MINIMUM EDGE DISTANCE AND 2 318" MINIMUM SEPARATION. LOCATE
SEE NOTE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
8 SHT. 8
4)
FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20
6" MAX
GA. MINIMUM STEEL STUD USE #14 WOOD SCREW WITH SUFFICIENT LENGTH
11 — LOCATE
6" MAX. TYP. TO ACHIEVE A 1 5/8 MINIMUM EMBEDMENI 1— ...
Typ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM
6". Z�SEE 2 AN 4" MAX, ALLOWABLE LOAD BEARING SHIM TO BE 1/4".
TYP. SEE 12 ANCHOR )A E 12 ANCHORLPANEL CLUS1 CHOR�PANEL
4". MAX �PANEL PA N E LZ SC �ELEVS
TYP. CLUSTER TER CLUSTER 6) ALL FASTENERS TO BE CORROSION RESISTANT.
"T " �L
'TA', "T
DETAIL SHT. 10 DETAIL SHT. 10 DETAIL SHT. 10
TYP. 7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
4'0 x 10'0 ANCHORING LAYOUT NON —REINFORCED. AND REINFORCED UNITS MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS. SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING SAME ANCHOR CLUSTER AND PATTERN SPECIFIED BELOW!
hIIMAAXn nIrAAIr.J4nR I nrlATIC)NSATHOOKSTRIP
HeIght
sil gla PanslWdth (in)
(in)
4
8
8
8
8
8
6
8
—9
9
9
P'-4080_1
110
10
10
10
10
F-
----
A, WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B ' CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 2.700 PSI.
C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1
(OR GREATER).
mbuwagvgm D. METAL FRAMING - 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD
*m ow pkdk BACKING.
8) THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION
L IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR
AT EACH ANCHOR LOCATION IN HOOK STRIP.
30 111w
.6
�.g3.ffm_
6
6
hopmyd as tomplying with tht
1101al I BI
6
6
6
7
7
7
7
7
7
7
7
7
7
7
7
7
7
DRAM
TJH
7
7
S Li
7500AMSTERDAmDRIVP-
OnDoor ORLANDO, FL 32832
LCORFOPLATED
8100 SERIES LMI
9 9
REINFORCED & NON -REINFORCED
140TES
4'0 x WO ANCHORING LAYOUT AND NOTES
110,
R'V
LdU Al Gl'nad.,P.e.
T_DwlI
08-OOB75
8
E 10/13/09__ __L!�T8 OF 26
6
61. MAX,
TYP. Typ
I
6" hpX.
TY .
1
16" MAX.
O.C. TYP.
T_ �E
SEE NOTE
8 SHT. 9
6" MAX. 6..
TYP. TYP.
-T- 6"
4" MAX. �
WD �p
5'0 x 8'2 ANCHORING LAYOUT NON —REINFORCED AND BEINFORCED UNITS A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42
4PANEL UNIT SHOWN, APPLICABLE TO ALL CONFIGURATIONS USING 'SAME ANCHOR CLUSTER AND PATTERN
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I
JnMn ^� A A1^L1,nJ3 I nf1.Ar1nAIQ .6 T Mf)f1le.Q7'P1P fnD GREATER)
PANEL PANEL
SEE 12 ANCHOR
CLUSTER
DETAIL SHT. 10
SEE 12 ANCHOR, SEE 12 ANCHO
CLUSTER CLUSTER
DETAIL SHT. 10 DETAIL SHT. 10
RMONS
SEE NOTE REV EscRlPn()N DATE APPROVEO
8 SHT, 9 A PER DADE LETTER DAT
8 [PER LETTERS DATED 9/28 & 11/23 2010112/09/10 1 R.L.
z
0
z
0
E
z
8
z
0
7-
SEE 12 ANCHOR
SEE'12 ANCHOR
SEE 12 ANCHOR
CLUSTER
CLUSTER
CLUSTER
DETAIL SHT. 10
DETAIL SHT. 10
DETAIL SHT. 10
PANEL
LPANEL
LPANEL
Helght
Single Panel Wdih
In)
(In)
8
8
8
a .
8
8
9
9
9
10
10
10
10
10
11
11
11
11
V-'3201V
1 11
1 11
.11 1AA02=0 �C AAM%LInO I t1t-Z-rinAI_CA_r_lAAjfM.q
Height
single
nel Width
In)
(In)
r B.-
3 q
_IF
6
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
Pik"
!6
1.-� 12&0.�
1
6" MAX.
F TYP.
'T
-1-1 �AX*
ANCHORING NOTES:
D.C. Typ.
1) ALL FRAME SYSTEMS. 2 TRACK, 3 TRACK AND 4 TRACK, HAVE TWO
ANCHORS AT EACH LOCATION SHOWN IN HEAD, SILL AND JAMBS.
2) ALL FRAME SYSTEMS, 2 TRACK, 3 TRACK AND 4 TRACK, HAVE ONE ANCHOR
98".
AT EACH LOCATION IN HOOK STRIP.
MAX
3) FOR ANCHORING INTO MASONRY/CONCRETE THROUGH A PROPERLY SECURED
WITH SUFFICIENT
HEIGHT
IX NON—STRUCTURAL WOOD BUCK USE 1/4" ITW TAPOON
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
0
SEE NOTE
2 1/2" MINIMUM EDGE DISTANCE AND 2 3/8" MINIMUM SEPARATION. LOCATE
SHT. 9
ANCHORS AS SHOWN W ELEVATIONS AND INSTALLATION DETAILS.
L,
4) FOR ANCHORING INTO WOOD FRAMING, 2X BUCK OR 2X WOOD BACKED 20
6" MAX.
GA. MINIMUM STEEL STUD USE #14 WOOD SCREW WITH SUFFICIENT LENGTH
TYP.
TO ACHIEVE A 1 5/8" MINIMUM EM13EDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
4" MAX.
ALLOWABLE LOAD BEARING SHIM TO BE 1/4".
Typ.
6) ALL FASTENERS TO BE CORROSION RESISTANT.
7) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
D. METAL FRAMING — 20 GA (.040) MINIMUM THICKNESS WITH 2X WOOD
BACKING'
8) THERE ARE TWO (2) INSTALLATION ANCHORS AT EACH ANCHOR LOCATION
11191111iii coh IN HEAD, SILL AND JAMBS. THERE IS ONLY ONE (1) INSTALLATION ANCHOR
Agaiars"m Pie AT EACH ANCHOR LOCATION,IN. HOOK STRIP.
sapkatles gair.
ilft�fi_h �_T_
7500 AMSTERDAM DRM
WinDOOf OHANDO, FL 52832
INCORPORATED
Approved to complylailwn ft wwwmindoortric-com,
Florida
Dot. 8100 SERIES LMI
NUANIL &0__ - - REINFORCED & NON -REINFORCED
MI'm 1,jirgd" . . 441n,
ucl ;otrel 5'0 x 8'2 ANCHORING LAYOUT
OWN: FJEV.
TJH 08-00875
J=NTS JDATE 1D/13/09 . JsHEFT9 OF 26 .. "10
if I t I % W,�X
immstolls
LVERTICAL CONDITION
4" .1 REV DESC RIPTION DATE APPROVED
MAX. MAX. A PER DADE LETTER DATED MAY D6, 2010 05/12/10 R.L.
4" 4" 8 PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 Rl.
MAX. MA 4 3/4"
4 .1 X�_r4 SEPARATION
MAX. MAX. 2 3/8" 7 1/8"
�L SEPARATION SEPARATION
23/8"
3 TRACK 4 TRACK
20 TRACK 4iian POCKET
CLUSTER DETAIL
2-TRACKSYSTOM 2 3/16' 5
. . . SEPARATIC�N 4 9/16" SE PlA R/AT' ION
SEPARATION ]—�
HEAD & SILL ANCHOR LOCATIONS HOOKSTRIP ANCHOR LOCATIONS
LVEKrICAL CONDITION SEE DETAILS IN SHEETS 17, 18AND 19 SEE DETAILS IN sHEEr2o
4" 4"
MAX. MAX.
4" 4-
4 ,�MAX . MAX�-4.
X. M
MAX. X. 4 TRACK PANEL CONSTRUCTION:
3 TRACK ALL PANELS ARE CONSTRUCTED FROM EXTRUDED 6063—T6 ALUMINUM,
W4 3/4- 2 TRACK VERTICAL STILES ARE NOTCHED TO RECEIVE HORIZONTAL RAILS. EACH
7 1/8" RAIL IS SECURED TO STILES WITH (3) #10 x 1 1/4" SQ. DRIVE SCREW
2 �38— 4 3/4" - SEPARATION AT EACH END, ITEM §47. ALL PANELS HAVE AN INTERIOR AND EXTERIOF�
SEP" SEPARATION APPLIED GLAZING STOP.
CLUSTER DETAIL T-1 FRAME CONSTRUCTION:
EACH FRAME CORN9R IS NOTCHED'AND BUTTED. HEAD AND SILL ARE
2-TRACKSYSTEM SECURED TO JAMBS WITH #7 TYPE A SS SCREW, ITEM #48, (2) AT EACH
JAMB ANCHOR LOCATIONS CORNER ON 2 TRACK, (2) AT 3 TRACK FRAME AND (3) AT EACH
SEE DETAILS IMSHEETS 17, 18AIVD 19 CORNER ON 4 TRACKFIRAME.
n With the FWwL
NERTICAL CONDITION CS&
4- 4 arokmil" Ilh 14C
MAX. M ADDITIONALLY J-
4" 4 NOTE: MINIMUM (2) ANCHORS IN PAIR
REQUIRED AT EACH SIDE OF
M4 MAX MA)( CENTERLINE OF EACH PANEL.
AX.� 7500 AMSTERDAM DRrM
M�X' WinDOOf ORIANDO,FL32832
1.. 07ASJ�0505 �.vindootiacxom
—sylso *ft th.
7 1/8"
a 8100 SERIES LMI
10
REINFORCED & NON—RE(NFORCED
ANCHORING DETAILS AND NOTES
B84e P uctc- nim
RFV
' R.
ITJH 'o
LU--5j-� DRAWN-'. DW(; NO. Luts"',R, 1 ' ' *
CLUSTERDETAIL 08-00 8 � 1.
I , '.I .�9'6 t 4
875 -
ISHIE110 OF 26
4-TRACKSYSTEM SALE NTS
_JDATE 10/13/09
r. v rt
E(77
PARTS LIST
REVISIONS
REV DESCRIPTION DAYE APPROVED
A PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
1 " O.A. - B PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
MAX. 3/8" -
AIR SPACE 3/16" HS 9/16" O.A. .090" SGP
.090" SGP BY DUPONT OPTIONAL SCREENS
3/16' TEMP BY DUPONT 1/4" HS
3/16' - HS 1/4" HS
EXTERIOR INTERIOR EXTERIOR INTERIOR
I
1 GLASS
11" GLASS BITE
52 BITE 51
68 41 68 P-9
43
55 55 0 72
iw
ruallucT -visso
GLAZING TYPE C *a ".m. W-8 m 50
GLAZING TYPE madhi coft
LARGE MISSILE IMPACT LARGE MISSILE IMPACT -0
REINFORCED UNITS L
REINFORCED UNITS "'A
I O.A.
MAX. 3/8'?
AIR SPACE 9/16" O.A.
3/16" HS
.075" VANCEVA -.075" VANCEVA
3/16" TEMP BY SOLUTIA 1/4" HS BY SOLUTIA FF 1- �_
3/16- HS 1/4" HS
EXTER10 INTERIOR EXTERIO INTERIOR
RT
I GLASS 1 CLASS lol
BITE 51 SITE
52
@_� 68 t 41 68
4.3 MT SCREEN BOX SCREEN
55 55
VERTICAL CROSS VERTICAL CROSS
SEC SECTION
TO BE USED WITH 2TRACK, To BE USED WITH 2TRACK WS
GLAZING TYPE B QL ZING TYPE D 2TRACKRETRO, 3TRACK AND2TRACKRETROWS
LARGE MISSILE IMPACT AND 4 TRACK FRAME SYSTEMS FRAMESYSTEMS
LARGE MISSILE IMPACT REINFORCED UNITS
REINFORCED UNITS
7500 AlaTERDAM DRrM
WinDoor ORLANDO.FL32832
INCORP 01LATED
Ara.18814 C 8100 SERIES LMI
REINFORCED & NON -REINFORCED
: 11
PARTS LIST CONTINUED MIS B.o,M. & REINFORCED GLAZING DETAILS
NO. R. E,:
ON SHEET 12 DRAWN: OB-00 875' 'LA
TJH _r '�; Ftdltkqj.�o� 4�
10/13/ IsHE-11 OF 26
_99
NO.
PART NUM13ER
DESCRIPTION
MANUFACTURER
MATERIAL
I
FS-04641
2 TRACK WS FRAME HEAD
KEYMARK
ALUMINUM 6063-T6
-
2
FS-04788
2 TRACK WS FRAME JAMB
KEYMARK
ALUMINUM 6063-T6
3
S-44`119
2 TRACK NSWS SILL PAN
KEYMARK
ALUMINUM 6063-TG
4
S-44121
2 TRACK WS SILL INSERT
KEYMARK
ALUMINUM 6063-T6
5
NOT USED
6
NOT USED
-
7
FS-02180
3 TRACK FRAME HEAD
KEYMARK
ALUMIN UM 6063-T6
_8
—
_�i 02181
3 TRACK FRAME JAMB
KEYMARK
ALUMINUM 6063-76
_9
T--44123
3 TRACK SILL PAN
KEYMARK
ALUMINUM 6063-T6
10
S-44117
3 TRACK SILL INSERT
KEYMARK
ALUMINUM 6063-T6
—
11
FS-02071
4 TRACK FRAME HEAD
KEYMARK
ALUMINUM 6063-T6
12 *
FS-02070
4 TRACK FRAME JAMB
KCWK
ALUMINUM 6063-T6
13
S-44118
4 TRACK SILL PAN
KEYMARK
_�EYUW
ALUMINUM 6063-T6
—
14
S-22124
4 TRACK SILL INSERT
ALUMINUM 6063-T6
1-5
7S-01882
FRAME HEAD INSERT
KEYMARK
ALUMINUM 6063-TB
16
FS-011883
TRAME JAMB INSERT
KEYMARK
ALUMINUM 6063-T6
17
FH-01869
TOP RAIL
WMARK
ALUMINUM 6063-TB
8
18
FH-04723
BOTTOM RAIL
KEYMARK
ALUMINUM 6063-T6
—
_�LUMTUM
9
19
FS-04766
TALL BOTTOM RAIL
_�EYMARK
6063-T6
2 20
0
NPG
PANEL GUIDE
—
WLON
21
21
FH-01871
LOCK STILE
KDWK
ALUMINUM 6063-T6
22
22
FH-05044
INTERLOCK STILE
KEYMARK
ALUMINUM 6063-T6
23
23
FH-04767
FEMALE BUTT STILE EXT. OFFSET
KEYMARK
ALUMINUM 6063-T6
24
FH-04750
MALE BUTT STILE EXT. OFFSET
KEYMARK
ALUMINUM 6063-T6
25
Fli-04828
FEMALE BUTT STILE INT. OFFSET
KEYMARK
ALUMINUM 6053-T6
26
P7569AM
x 2.34'
27
FS-04747
BUMPER JAMB INSERT
KEYMARK
ALUMINUM 6063-T6
28
FS-04754
PLAIN STILE INTERLOCK
KEYMARK
ALUMINUM 6063-T6
9
29
FS-04755
PLAIN STILE INTERLOCK COVER
KEYMARK
ALUMINUM 6063-T6
0
INTERLOCK SNAP COVER
KEYMK
ALUMINUM 6063-T6
3 1
31
FS-02726
giii JAMB INSERT
KEYMARK
ALUMINUM 6063-TG
3
32
2
FS-02726
PANEL STI i JAMB INSERT
KEYMARk
ALUMINUM 6063-T6
3
33
3
FH-03693
1 3/4" SILL RISER
KEYMARK
ALUMINUM 6063-T6
34
FH-03652
4 SILL RISER
2 1/4" SILL RISER
KEYMARK
KEYMMK
ALUMINUM - 6063-T6
35
35
FH-03653
SILL RISER
3' SILL RISER
KEYMARK
KEYMARK
ALUMINUM 6063-T6
36
36
�H 03654
SILL RISER
3 1/2" SILL RISER
'/2.
Ey
KEYMARK
K MARK
ALUMINUM 6063-TB
3 3 7
7
D3655
R R
4 4' ILL ISE
4 1/4' SlLL RISER
KEYMARK
M
KEY ARK
ALUMINUM 6063-TG
38
FS-02173
HOOK STRIP
'EYRK
KEYMARK
ALUMINUM 6063-T6
39
FS-04476
HOOK STRIP WALL COVER
'MAR
KEYWK
ALUMINUM 6063-T6
40
-ii-04477
HOOK STRIP WALL MOUNT
KEYMARK
ALUMINUM 6063-T6
41
FH-01877
9/16- HORIZONTAL CLASS STOP
KEYMARK
ALUMINUM 6063-T6
42
1 FH-01870
9/16" VERTICAL GLASS STOP
KEYMARK
ALUMINUM 606 3-T6
PARTS LIST
RLMSIONS
PARTS LIST CONTINUED REV ZSCRIPTION DATE APPROVED
FROM . SHEET 11 A PER DADE LETTER- DATED MAY, Ori, 2010 1 05/12/10 R.L.
B IPER LETTERS DATED 9/2B 11/23 2010112/09/10 R.L.
1" CA, - 1 " O.A. -
MAX. 3/8" MAX. 3/8"
AIR SPACE 3/16" HS AIR SPACE 3/16" HS 9/16" O.A. —
.0901, Pvs .090" Pvl) .060" SGP
BY SOLUTIA BY DUPONT
3/16" TEMP — BY DUPONT 3/16" TEMP — 1/4" HS -0 - HS
3/16" HS 3/16" "s 1/4'
OR tf
EXTERIOR INTERIOR EXTERI INTERIOR EXTERIOR INTERIOR
1 " GLASS 1 GLASS 1 CLASS
BITE 52 BITE 51 BITE
52 41 68
43 Z�9� 55
55
GLAZING TYPE E GLAZING TYPE G GLAZING TYPE I
LARGE MISSILE IMPACT LARGE MISSILE IMPACT LARGE MISSILE IMPACT
NON -REINFORCED UNITS NON -REINFORCED VN)rS Nom-nEINFORCED UNITS
I " O.A. -
MAX. 3/8" -
AIR SPACE — 3/16" HS 9/16" O.A. 9/15" O.A.
— .060" SGP .09.01, PVB .090" PVB
3/16" TEMP — BY DUPONT 1/4" HS BY DUPONT 1/4" HS BY SOLUTIA
— 3/16" HS 1/4" HS 1/4" HS
I
EXTERI INTERIOR EXTERI INTERIOR EXTERIO INTERIOR
on JtL
I GLASS I GLASS l" GLASS
2 BITE 51 SITE 51 BITE
43 68 41 6
55 55
GLAZING TYPE F GLAZING TYJ 'E H GLAZING TYPE J
LARGE MISSILE IMPACT LARGEMISSILE IMPACT LARGE MISSILE IMPACT
NON -REINFORCED UAIITS NON -REINFORCED UNITS NON-nEINFORCED UNITS
7500 AlAgrERIDAM DPMM
p Ry Wi 11D 00:r ORLANDO, FL 32832
INCORPOIL&TED �mindaothtcxc
CO& Fl -0-asto ply'nswithtw
0
I%rfd 0 1 In 0' S
8100 ERIES LMI
A% REINFORCED & NON -REINFORCED
B.O.M. & NON -REINFORCED GLAZING DETAILS V;.. N- ("i I
DRAWNj DWO NO. REY "'�A'A'l IL4Aas,"!I?,,El-:
TJH 08-00875 Ftofid -V .
ZSCALE NTS DATE 10/13/09 ISHEFT 1,) OF 2-
1 5 A"66"_j
4! V\.&�
NO.]
PART NUIM13ER
DESCRIPTION
MANUFACTURER
MATERIAL
4.3 1
FS-01879
l' HORIZONTAL GLASS STOP
KEYMARK
ALUMINUM 6063-T6
44
FS-01880
1' VER71CAL GLASS STOP
KEYMARK
ALUMINUM 6063-TO
45
FH-OF2642
6000 BUTT STILE REINFORCING 13AR
KFWARK
ALUMINUM 6063-16
46
FH-05045
INTERLOCK REINFORCING BAR
KEYMARK
ALUMINUM 6063-T6
47
FH-03916
FEMALE BUTT STILE REINFORCING 13AR
KEYMARK
ALUMINUM 6063-T6
48
FS-02210
FRAME HEAD COVER
KEYMARK
ALUMINUM 6063-T6
49
FS-02208
SILL COVER
KEYMARK
ALUMINUM 6063-T6
50
SCREEN SPUME
51
TP484 10 51
9/16- GLAZING MNYL
VINYL
TP1051
1" GLAZING VINYL
MNYL
53
#1988-9000
TANDEM ROLLER
.54
2468
DUAL POINT MORTISE LOCK KEEPEF
.55
TP990
CLASS SEIIING BLOCK
56
TP876
INTERLOCK BUMPER
RUBBER
57
W33351790000
FlmSFAL J87 x .350
5B
W332217KO000
FINSEAL .187 x .240
59
W231417KO000
RNSEAL .187 x .140
60
131017
#6 x 1/2" PH TEK SCREW
61�
S-44115
2 TRACK NS INSERT
62
131010
#8 x 3/8" PH TYPE B SS
18-8 SS
63
.131004
#10 x 1 1/4�' IYPE F
64
131020
#7 x 5/8 PH TYPE A SS
410 SS
65
131011
#8 x 2" FH TEK SCREW
410 SS
66
61009
#10 x 3/4" FH TEK SCREW
410 Ss
67
LCS068-N5
SNAP IN SILL CATE
PLASTIC
68
SIKAFAST 552
—
GLAZING COMPOUND
SII(A
URETHANE
NOT USED
70
S-44120
2 TRACK NS/WS RETRD SILL PAN
KEYMARK
ALUMINUM 6063-T6
71
LM GLAZING SEE SHEETS 11 AND 12
7!2
FH-02727
NIT SCREEN TOP/BOTTOM RAIL
KEYMARK
ALUMINUM 6063-T6
73
FH-02728
MT SCREEN STILE
KEYMARK
ALUMINUM 6063-T6
74
FH-02729
MT SCREEN STILE W/SEAL
KEYMARK
ALUMINUM 6063-T6
75
FS-02730
MT SCREEN ASTRAGAL
KEYMARK
ALUMINUM 6063-TS
76
FH-02300
BOX SCREEN TOP/BOTTOM RAlL
KEYMARK
ALUMINUM 6063-TS
77
. FH-02395
_EX SCREEN STILE
KEYMARK
ALUMINUM 6063-T6
78
FS-02209
BOX SCREEN SWEEP
KEYMARK
ALUMINUM 6063-T6
9
79
FS-02650
BOX SCREEN ASTRAGAL
KEYMARK
ALUMINUM 6063-TS
80
17500 A04
SIGNITURE HANDLE SET
81
0
811
NOT USED
[B2
2
NOT USED
83
a
#8 x 3/4" PH TEK SCREW
8 4
#110 x 3/4" PH TEK SCREW
85
8
FIXED PANEL Z-CUP
0�
KEWK
ALUMINUM 606346
AuLuu
SECTIONA
2 TRACK INS FRAME SYSTEM WITH 3'SlU
RISERSHOWN, 2TRACKNS,27RACKWS
RETRO AND 2TRACKNS RETRO SILLS AND ALL
SILL RISERS MAY BE USED. SEE D.P. TABLE
SHEET7
NOTE
IT. 14
EXTERIOR
SHEET 7
OR 3§4
OR 36
ICONE
NLANT
SECTION 9
3 TRACK FRAME SYSTEM WIT14 4 114" SILL RISER SHC
SEED.P. TABLESHEET7
NOTE:
SEE SHEETS 20, 21, 22 AND 23 FOR TYPICAL ANCHORAGE TO
VARIOUS SUBSRTATE MATERIALS. A SPECIFIC SUBSTRATE IS
INDICATED ON EACH HEAD AND TRACK SYSTEM,
REMSIONS
DESCRIPTION DATE i APPROVED
;ER DADE LETTER DATED MAY 06, 20`10 05/12/10 R.L.
IER LETTERS DATED 9/20 & 11/2-3 2010 12/09/10 R.L.
SEE NOTE
SHT. 14
EXTERIOR
E"Kvasvlw
w_
w" rao Flow
2 3'a
�4'
e-0
51
SEE SHEET 7
OR 34
53
OR U6
1
SHEET 7 63
Oliq3�4 .
63
OR U6 8OR 19
SILICONE
SEALANT
4E
IT
@SEE NOTE (5 U7 Q)3 U4 U2
SHT. 14
SECTION C
4 TRACK FRAME SYSTEM WITH 3- jILL _RISER SHOWN, ALL SILL RISERS MAY BE USED
ILL SILL RISERSMAYBEUSED SEE D.P. TABLE SHEET 7
7500 AMSTERDAM DRIVE
WinDoor OMANI)D,FL32832
=0 ubli Cq'd
INCORPORATED -ZT V00
A'81mos wwwmIndootinc.—
� , ,
81 QO SERIES LMI
REINFORCED & NON —REINFORCED
VERTICAL CROSS SECTIONS
-NOAN La�o
Miguil Dodo Product Cung,,al
DRAWN:
TJH 3
DWO NO.
08-00875
I DAT
SCALE NTS E 10/13/09 ISHEFT13 OF 26
SECTiON F
LOCK STILEAT2 TRACKJAMB
SECTION D
PLAIN STILE AT3 TRACKJAMD
-SECTION E
LOCKSTILEAT4 TRACKJAMB
REVISIONS
REV DESCRIPTION ���-IIPROVED
A PER DADE LETTER DATED MAY 06, 2010 105/12/10 1 R.L.
B IPER LETTERS DATED 9/28 & 11/23 20101 12/09/10 1 R.L.
SECTION H
REINFORCEDINONREIPJFORCEDlAfTERLOCKSTILEAT
EXTERIOR HOOKSTRIP
FIXED PANEL NOTES:
1. FIXED PANEL TO JAMB CONDITION:
FIXED PANEL IS SEURED TO THE JAMB WTH (2) ITEMS #85, FIXED PANEL Z-CLIP. ONE Z-
CLIP IS LOCATED 24" FROM TOP OF THE PANEL DOWN AND 24" FROM BOTTOM OF PANEL'
UP. EACH Z-CLIP IS ATTACHED TO PANEL WITH (3) ITEM # 84, #10 x 3/4" PH TEK
SCREWS AND THEN IT IS ATTACHED TO JAMB WITH (3) ITEM #84, #10 x 3/4" PH
TEK SCREWS. SECTION 0 SHEET 14, SECTION EE SHEET 18 AND SECTION Z SHEET 18
SHOW A FIXED PANEL TO JAMB CONDITION.
2. FIXED PANEL TO FIXED PANEL CONDITION:
TWO FIXED PANELS ARE SECURED TOGETHER WITH ITEM #83, #8 x 3/4" PH TEK SCREW.
THERE IS A ROW ON THE INTERIOR AND A ROW ON THE EXTERIOR OF THE FIXED PANEL
PACED 4" FROM THE TOP AND BOTTOM WITH ONE ADDITIONAL SCREW IN THE CENTER.
SECTION D SHEET 14, SECTION DO SHEET 19, SECTION 0 SHEET 15, SECTION U, SHEET 16
AND SECTION CC SHEET 19 SHOW A FIXED PANEL TO FIXED PANEL CONDITION.
NOTE:
SEE SHEETS 20, 21, 22 AND 23 FOR TYPICAL ANCHORAGE TO VARIOUS SUBSRTATE
MATERIALS. A SPECIFIC SUBSTRATE IS INDICATED ON EACH HEAD, SILL AND JAMB TRACK
SYSTEM, OTHER HEAD, SILL AND JAMB.TRACK SYSTEMS ARE SIMILAR.
volli"u
ml., wm.
I J
7500-AMSTERDAMDRWE
WinDoor ORLANDO, PL 32832
Ph .... �Al
iNcoRpoRATEI) �mkd.otimco.
8100 SERIES LMI
REINFORCED & NON -REINFORCED
HORIZONTAL CROSS SECTIONS
TJH
08-00876
T."ECT 14 OF
b p I E
F01.1 Is
SECTION J
REINFORCED INTERIOR FIXED BUTT STILE TO LOOK STILE
SEE REIN. NOTE
SHT. 15
INTERIOR
SEE RIN. NOTE
SHT. 15
EXTERIOR
SECTIONL
REINFORCED INTERLOCKSTILE TO REINFORCED
IYTERLOCKSTILE
—@ ��F' 15 EXTERIOR
SEE NOTE SECTION M
REIN. REINFORCED EXTERIOR FIXED BUTISTILE TO PLAIN STILE
—�SHT. 15
HEAD 4§8 SEE NOTE
8 9 9 SHT. 14
SECTION K S 49 AV - P"wed so empkyliquith Cap
LOCKS17LE TO REINFORCED EXTERIOR FIXED BUTISTILE ftrillit auld1wcolle
Owes
REINFORbING BAR NOTE:
ITEM #46. INTERLOCK REINFORCING BAR IS SECURED TO INTERLOCK WITH ITEM #66. ITEM #47, FEMALE Miami DAde P;mtfttci �antml
BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE BUTT STILE OFFSET WITH
ITEM #65. ITEM #45, 6000 BUTT STILE REINFORCING BAR IS SECURED TO FEMALE BUTT STILE AND FEMALE
BUTT STILE OFFSET WITH ITEM #66. ALL SCREWS ARE SPACED 6" FROM TOP AND BOTTOM OF STILES AND
ONE AT MIDSPAN.
REVISIONS
DESCRIPMON DATE APPROVEO
PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
IER LETTERS DATED 9/28 & 11/23 2010 12/09/10 1 R.L.
�SEE REIN. NOTE
)SHT. 15
SEE NOTE
REIN.
SHT. 15
SECTION IV EXTERIOR
'REINFORCED MALE BUTT'STILE TO REINFORCED
LOCKING BUTT STILE
SEE RIN. NOTE SEE NOTE
SHT. 15 SHT. 14
INTERIOR
EXTERIOR
:A (�)
SEE NOTE HEAD 48
t
SEE REIN. NOT SECTION 0 SHT.
SHT. 15 REINFORCED INTERIOR FIXED BUTT STILE TO PLAIN STILE 49
w nDoor 7500 AMSTERDAM DRIVE
ORLANDO, FL 32832
INCORPOILATED Phones 4DIABI-14M
Pw4Il?AIlJDm3 www.vdisidoorIncews
8100 SERIES LMI
REINFORCED & NON"REINFORC0
HORIZONTAL CROSS SECTIONS
DRAWNi
DWG NO.
REV
A'I I
Lormas -P(E
TJH
08-001575
8
SCALE NTS I r 10/13/09 lSHEEr15 OF 26
SECTION P
NON.REINFORCEP INTERIOR FIXED BUTTSTILE TO LOCK
STILE
SEE REIN. NOTE
SHT. 15
SECTION 0
LOCK STILE TO NON -REINFORCED EXTERIOR FIXED BUT"ISTILE
REVISIONS
REV DESCRIPTION ' I DATE APPROVED
A I PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L
— I--- -- -.1— -- .. . . /_ __ ioma/in
EXTERIOR
SECTION R
NON.REINFORCEDINTERLOCKSTILETO
NON -REINFORCED INTERLOCK STILE
SECTION T EXTERIOR
NON -REINFORCED MALE BUTT STILE TO
NON -REINFORCED LOCKING BUT'rSTILE
G,� (�) SEE NOTE 803 �32)
lt�j SHT. 15
EXTERIOR
SECTION S
NON.REINFORCED EKTERIOR FIXED BUTTSTILE TO PLAIN STILE
7500 AMSMRDAM DRIVIR
WinDoor ORLANDO, FL32932
- ..8400 1
ORATF-D
INCORP
BJOO SERIES LMI
REINFORCED & NON -REINFORCED -
HORIZONTAL CROSS SECTIONS
DRAWN-
TJ14 77 08-00875
ISCALE MT-R IDWE JD/j3/Oq 1�--16 OF 2(
w
I' I' I W
"L jA -'t Mnoi "F E.
05 1`4
EXTERIOR
@OR
�=%.' I oviv /in
3 TRACK FRAME SYSTEM
SEED.P.
SEE NOTE
SHT. 14
EXTERIOR
REMSIONS
REV DESCRIPrION
A PER DADE LETTER DATED MAY 06, 201T - 112/1'
.9/1
8 PER LETTERS DATED 9/28 & 11/23 20101�112/09/10 1 R.L.
INTERIOR
awaucr WAVIAM
Piwft.*IMrmdb
0
=ewe
12, of 6
53
OR q34� 63 01
�_�_'E SHEET 7
OR Q6) 18 OR 19
4 ClRql�3
6 ORV5
I E UT,
U7
IT
AIR
I
SILICONE
�?
SEALANT
U7 09 SEE NOTE @ 57
SHT. 14
SECTION BB
4 TRACK FRAME SYSTEM
SEE D.P. TABLE SHEET 7
7500AMMRDAMDRIVS
INCORIP01LA-MI:) vh— 13400
A"Ved of complying With M, F-407A411050 www.wlndoorinc.com
WinDoor ORLANDO, FL 32832
pste W_ 8100 SERIES LMI
OA... REINFORCED & NON —REINFORCED
Allawl Dattle Produ t c'"fral
VERTICAL CROSS SECTIONS
it ORAWN:
TJH
08-00875
SCALE NTS 1— 10/13/09 1 SHEET 17 OF 26
st
sEE NOTE
SEE NOTE
PLAIN NTILE —ATSrPACKJAMB SEE NOTE
SHT. 14
INTERIOR
EXTERIOR SEE NOTE A48 HEAD ' SECTION V
49
SHT. 14 49 SILL LOCK STILE ATS TRACKJAMB
PLIASIONS
oEsCPJPTION DAYE APPROVED
PER DADE LEFER DATED MAY 06, 2010 —U5/12/lc 7L.
PER'LETTERS DATED 9/28 & 11/23 2010 12/0./10 -R.L,
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pm 1,7 -W .o - 15
WinDoor
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ORLANDO,FL32832
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AL CROSS SECTIONS
i
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08-00875
6
.EE,
13/09 sSFET 18 OF 26
SEE NOTE �t8)HEAD
SHT. 14(49)SILL
SECTIONDD
NON -REINFORCED FIXED PANEL
TO FIXED PANEL AND INTERLOCK
SEE N07
SHT. 1
REVISIONS
DESCRIPTION
PER DADE LETTER DATED MAY 06, 2010 05/12/10 R.L.
IER LETTERS DATED 9/28 & 11/23 20101 12/09/10 1 R.L.
INTERIOR
SEE REIN. NOTE
SHT. 15
,<. EXTERIOR SECTION CC
- 4 HEAD
SEE NOTE v-
4� REINFORCED FIXED PANEL
SHT. 14 9 SILL TO FIXED PANEL INTERLOCK
7500 AMSTERDAM
WinDoor oRLANDo, FL 3222'
INCORPORATPt) "-407A8IMW
A N.4WABI.0305
o'ginved a. coN,Illylrg with,ths vvvm.vAndoodnccom
IP rldiI 0
01109V .1
, �� Y_ 8100 SERIES LMI
01, V1
11,01-9 rw.,-a REINFORCED & NON —REINFORCED
lly-1IV I ml
100, HORIZONTAL CROSS SECTIONS
5 ll� L DRAWN: wo NO. I Rv (...I
TJH 08-00875 13. 4.1410, Lo. ogl)'.El'
SCALE NTS JDATE 10/13/09 1 SN"T 19 OF 26 . �!i , 1.4
..... to
2 1/2" MIN. -.--1
2 3/8" MIN.
MASONRY/CONCRETE
EDGE DIST.
SPAR ION
BY OTHERS
1X BUCK BY OTHERS,
1X BUCK TO BE
1 1/4" MIN.
PROPERLY SECURED
EMBEDMENT
(SEE NOTE 2 SHT, 1)
1/4"MAX.T
SHIM
BACKER ROD AN
APPROVED SEIM
BY OTHERS
1/4" ITW
Fll'
1/4" ITW
TAPCON
TAPCON
—r INTERIOR
EXTERIOR
FASTENER HEADS
TO BE COVERED
1/4' ITW WITH APPROVED
TAPCON SEALANT
SILL TO BE SET
PROVED
IN BED OF APPROVED
S ANT OR
EALANT OR
IN
NON-SHR NIK GROUT . . . . . . -
1 1/4!' MIN.
V EMBEDMENT
MASON RY/CONCRETE
BY OTHERS
2 1 2" MIq 2 3/16" MIN.
E E IST. SEPARATION
2 TRACK FRAME VERTICAL INSTALLATION
MASONRYICONCRETEINSTALIATION
REMSIONS
DESCRIPTION DATE APPROVED
PER DADE LETTER DATED MAY 06. 2010 05/12/10 R.L.
PER LETTERS DATED 9/28 & 11/23 2010 12/09/10 P.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT SHIM
1/4" ITW
TA C INTERIOR
SEE NUMBER OF ANCHORS
REQUIRED AT JAMBS
PER TABLE SHEETS 8 & 9
2 3/8" MIN, bX I EHIOR
8 MIN
�ATION
SEPARATION
2 1/2" MIN. FASTENER HEADS
2 MIN.
EDGE DIST. A TO BE COVERED
ST
WITH APPROVED
SEALANT
1X BUCK BY OTHERS, BACKER ROD AND
IX BUCK TO BE APPROVED SEALANT
PROPERLY SECURED BY OTHERS
(SEE NOTE 2 SHT. 1)
2 TRACK FRAME JAMB INSTALLATION
z mm
IX BUCK To MASONRYICONCRETE INS -ILLATION, 2
�
TRACK SHOWN 2 TRACK& 4 TRACKAIIE SIMILAR
Awift-ft& he
NOTE:
CONCRETE SUBSTRATE INSTALLATION FOR 2 TRACK SHOWN.
ANCHORAGE SIMILAR FOR 3 TRACK AND 4 TRACK SYSTEMS.
SEE SHEET 10 FOR D.C. ANCHOR SEPARATION.
2 TRACK WITH 3" SILL RISER SHOWN 3 TRACK & 4 TRACK
ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE
D,P, TABLES SHEET 7.
7500 AMSTERDAM DRIVE
ORLANDO.FL32832
.WinDoor
INCORPOltXMID OIABI14DO
www.\vindoorincc
F�407AH.050, om
8100 SERIES LMI
'�. 4V.
REINPORCED & NON —REINFORCED
M,
INSTALLATION DETAILS
a
DRAWN:
DWG NO.
REV
TJH
08-00875
B
SCACE NTS _I— 10/13/09 -IS"EET �6
I'll 11-1 It
11, MIN 1 4 3/4" SEPARATION
EDGE Wk.
DOUBLE 2X BUCK/WOOD
FRAMING BY OTHERS, 2X
BUCK TO BE PROPERLY
SECURED 1 5/8" MIN.
(SEE NOTE 2 SHT, 1) EMBEDMENT
1/4 MAX.
BACKER ROD AND SHIM
APPROVED SEALANT
BY OTHERS
#14 WOOD SCREW
EXTERIOR - I- _L_ INTERIOR
#14 WOOD SCREW
FASTENER HEADS
SILL TO BE SET
TO BE COVERED
IN BED OF APPROVED
WITH APPROVED
SEALANT OR
SEALANT
NON —SHRINK GROUT
DOUBLE 2X BUCK/WOOD
FRAMING BY OTHERS, 2X
1 5/8" MIN.
BUCK TO BE PROPERLY
EMBEDMENT
SECURED
(SEE NOTE 2 SHT. 1)
1 " MIN. 4 9/16" SEPARATION
EDGE DIST.
3 TRACK FRAME VERTICAL INSTALLATION
. 2KBUCK4VOOL) FRAME INSTALLATION
RLMSIONS
DEW RIPTION I DATE I APPROVED
PER DADE LETTER DATED MAY 06. 2010 1 05/12/10 1 R.L.
PER LETTERS DATED 9/28 & 11/2.3 20101 12/09/10 1 R.L.
1 5/8" MIN. 1/4' MAX.
DOUBLE 2X BUCK/WOOD EMBEDMENT SHIM #14 WOOD S REW
BUCK TO BE PROPERLY
FRAMING BY OTHERS, 2X
SECURED
(SEE NOTE 2 SHT. 1)
FASTENER HEADS
TO BE COVERED
WITH APPROVED
4 3/4" SEALANT
SEPARATION INTERIOR
1 " MIN.
EDGE DIST.
f EXTERIOR
SEE NUMBER OF ANCHORS 3 TRACKFRAME JAMB INSTALLATION
REQUIRED AT JAMBS 2XBUCKIWOOD FRAME INSTALLATION,$ TRACK
PER TABLE SHEETS 8 & 9 SHOWJV2rR4CK&4 TRACKARESIMILAR
NOTE: r44DRUCT NEVIS=
2X BUCK/WOOD FRAME SUBSTRATE INSTALLATION FOR 3 " "410*114 wilb tbe FkW
TRACK SHOWN, ANCHORAGE SIMILAR FOR 2 TRACK AND 4 u!"I'llimil coik
A"bI me 12 -e)-30.
TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR
SEPARATION.
.3 TRACK WITH 4 1/4" SILL RISER SHOWN 2 TRACK & 4
TRACK ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE
USED. SEE D.P. TABLES SHEET 7.
7500AMSTERDANE]DRlVE
WinDoor ORIANDO, FL 32832
Appmved vi compi i INCORPORATEI) Ph-407AS1.0400 j " ".; ..
F-4m,181m ww%v,%Vlnd - cl-m
otinc,com
8100 SERIES LMI
11.117111 Palo P t I confoll
REINFORCED & NON —REINFORCED
INSTALLATION DETAILS
DRAM Dwo NO,
TJH 08-00875 R1v P E.
B 94
S-E NTS IDME 10/13/09 Is"E"21 OF 261 W I q, I, I , N 1-, '22
I1 11 MIN. 7 1/8" SEPARATION
EDGE DIST.
DOUBLE 2X BACKE D
20GA. STEEL FRAMING
BY OTHERS
(SEE NOTE 2 SHT. 1)44EEEE
BACKER ROD AND
APPROVED SEALANT
BY OTHERS
#`14 WOOD SI
SILL TO BE SE'
IN BED OF APPROVE[
SEALANT Of
NON -SHRINK GROU'
DOUBLE 2X BACKED
20GA. STEEL FRAMING
BY OTHERS
(SEE NOTE 2 SHT. 1)
1 11 MIN.
EDGE DIST.
4 TRACK FRAME VERTICAI INSTALLATION
WOOD BACKED 20 oA, STEEL s7VD INSTALLATION
MIN. 1 5/8" MIN,
iENT EMBEDMENT
DOUBLE 2X BACKED
20GA. STEEL FRAMING
BY OTHERS
(SEE NOTE 2 SHT. 1)
7 1/8"
SEPARATION
:R HEADS
COVERED
'PROVED
REVISIONS I
DESCRIPTION DA ' TE I APPROVED
PER DADE LETTER DATED MAY 06, 2010 05/1�2/10 R.L.
PER LErrERs DATED 9/28 & 11/23 2010 12/09/10 R.L.
m�1/4" MAX.
SHIM
.,— #14 WOOD SCREW
SEE NUMBER OF ANCHORS
REQUIRED AT JAMBS
PER TABLE SHEETS 8 & 9
FASTENER HEADS
TO BE COVERED
WITH APPROVED
SEALANT
INTERIOR
EXTERIOR
BACKER ROD AND
APPROVED SEALANT
1 " MIN. BY OTHERS
EDGE DIST. I&
I — 4 TRAcK FRAME JAMB INSTALLATION
WOOD BACKED 20 GA. STEEL STUD INSTALLATION, 4
TRACKSHOWN 2 TRACK & 3 TRACKARE SIMILAR
NOTE:
WOOD BACKED 20 GA. STEEL STUD SUBSTRATE INSTALLATION nwaucT AM"
FOR 4 TRACK SHOWN. ANCHORAGE SIMILAR FOR 2 TRACK AND
3 TRACK SYSTEMS. SEE SHEET 10 FOR O.C. ANCHOR J-2
SEPARATION.
4 TRACK WITH 3" SILL RISER SHOWN 2 TRACK & 3 TRACK
ARE SIMILAR. ALL APPLICABLE SILL RISERS MAYBE USED. SEE
� - TAB' ES SHEET 7
D
7500 AMSTENDAM DRIVE
WinDoor
CIRLANDO, FL 32832
1411
INCOItPORATIIZ� P..�AWM wwwmindo-linc-com
INproved Qs complying wth thl
Itp
Of,
" a b IMP C
aw. C4
8100 SERIES LMI
REINFORCED & NON —REINFORCED
ISMS
ntral
INSTALLATION DETAILS
P;
DRAWN:
REV
TJH
o%Ad,4/ q2 v
QTq IDATIE In/Im/ng ISH-22 OF 26
1/4" MAX
SHIM
1 5/8" MIN.
EMBEDMENT
1 MIN.
EDGE DIST,
#14 WOOD SCREW
DOUBLE 2X BACKED
INTERIOR 20GA. STEEL FRAMING
BY OTHERS
(SEE NOTE 2 SHT. 1)
1/4" MAX.
SHIM
DOUBLE 2X BUCK/WOOD
FRAMING BY OTHERS, 2X
BUCK TO BE PROPERLY
SECURED
(SEE NOTE 2 SHT. 1)
EXTERIOR
POCKETHOOKSTRIP
WOOD BACKED 20 GA. STEEL STUD INSTALLA 77ON
RPASIONS
DESCRPTION DATE I APPROVED
PER DADE LETTER.DAtE& MAY 06, 2010 05/12/10 1 R.L.
PER LETTERS DATED 9/28 & il/2.3 20101 12/09/10 1 R.L.
1 5/8" MIN. 1/4- MAX
EMBEDMENT SHIM
L--L 1/4"
1" MIN. TAPCON
EDGE DIST.
IX BUCK BY OTHERS,
IX BUCK TO BE
PROPERLY SECURED
(SEE NOTE 2 SHT. 1)
#14 WOOD SCREW
POCKETHOOKSTRIP POCKET HOOK STRIP
2K BUCKIWOOD FRAME INSTALLATION MASONRVICONCRETE INSTALLATION
1 1/4" MIN.
EMBEDMENT
2 1/4" MIN.
EDGE DIST.
MASONRY/CONCRETE
BY OTHERS r
7500 AMSTERDAM DRIVE
WinDOOf ORLANDO, FL 32832
iNcoRpop
�407AOI�S �,wkdoorincxm..
e 8100 SERIES LMI
REINFORCED & NON —REINFORCED
Ic PilDd C mll INSTALLATION DETAILS
DRAWN, Dwo NO. REV, 'W/
LO i I L(UTc[V' P 9
FTJH 08-00875
. �NT� 10/13/09 Is"EE23 OF 26
1 1/4"
6 51 /64"
1 1/4" 6 9/16" . I
3/4'
_T
1 1/2"
11/16
2 TRACK NSJWS SILL PAN
5 5 64" ALUMINUM 6063-TS.075'THICK
6 1/16'.
7 n n
1 3/4-
2 TRACK WS
FRAMEJAMB
ALUMINUM 6063-r6.076'THICK
3 TRACK FRAME JAMS
ALUMINUM 6063-116.075"THICK
6 31/32"
fl __n II fi 9
1 3 1 /4" FFT � F. r� �
3 TRACK FRAME HEAD
ALUMINUM 6063-776.076"rHICK
7 15/32'
,3/4
1 1/2"
u
T_ 3 TRACK SILL PAN
ALUMINUM 6063-TO.076'THICK
6 45/64"
13 t. 61/64"
T_.
3 TRACK SILL iNsERr
2 TRACK WS FRAME HEAD
ALUMINUM 6083-T8.076'THOK
5 51/64"
9/16" 61/64"
__T
2 TRACK WS SILL INSERT
ALUMINUM 6063-T6.075'THICK
5 51/64"
9/16" 61/64"
2 TRACK NS SILL INSERT -7 11
ALUMINUM 6003-T6.076"THIOK
REVISIONS
DESCRIPTION DATE APPROVED
PER DADE LETTER DATED MAY 08, 2010 05/12/10 R.L.
'ER LETTERS DATED 9/28 & 11/23 2010 12/09/10 R.L.
2"
2 TRACK WS RETRO SILL PAN
- ALUMINUM 6063-716.076"THICK
7500 AMSTMAM DMVIR
WinDoof ORLANDO, FL 32B32
INCORPORA.TRE) PI-117"Mao www.windoctinc.com
the F..401A01M.— —
8100 SERIES LMI
REINFORCED & NON —REINFORCED
COMPONENTS
TJH
08-00875
OF
W
Wli' -Rt
Florldb� 0,.6
1 1/4" 9 11/32" — -I
n n n
T_ lv�
Fr 1 3 1 /4"
(3 4 TRACK FRAME HEAD
ALUMINUM 6063-T6.075" THICK
9 27/32"
9 11/64" 3/4" _T
J_ L___juIL_JL 1 1/2"
11/16. ---JL--UL n_i
@ 4 TRACK SILL PAN
ALUMINUM 606346.075- THICK
9 5/64"
@ 4 TRACK FRAME JAMB 13/16" 61/64"
ALUMINUM 6063-T6.075"THICK T_ 4 TRACK SILL INSERT _T
ALUMINUM 6063-T6.075" THICK
3/16- 1 39/64"
Uo INTERLOCK
SNAP COVER
ALUMINUM6063-T6,051"THICK
— 3 9/32" —1
35/64'.
PLAIN STILE _T
INTERLOCK
ALUMINUM 6063-T6.075'THIOK
1 9/ .0
2 13/1 G"
LIJLJII 7 1/2-
HOOK S
WALL MOUNT
ALUMINUM 6063-T6.07B" THICK
I �-� 1 11/64"
45/64" H
T_
@PANEL STILE
jA MB -INSER T
ALUMINUM 6063-T6,076- THICK
I- .-L 27/32"
3�8
T_
FRAME 14EAD INSERT
ALUMINUM6063-T6,060" I(;K
� 2 23/64-
45/64"
7_1
@ BUMPER
JAMB INSERT
ALUMINUM 6063-T6.060"THICK
MALE BUTT STILE
EXT.OFFSET
ALUMINUM 6063-T6.080" THICK
2 23/32" APproved as complying With thq
4 1/2- IRI Idd B I if c
"1 11
sk.. F_ I
1'/32" IVIDAOA�
3
..3,,, r 9/16" -Tvault cont,01
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7 HOOK 5 31P ke,_�
HOOK STRIP WALL CORE_R TALL BOTTOM RAIL
ALI UM 6080-T6.080'THICK ALUMINUM ww-moml THICK ALUMINUM 6063-T6.080'TMOK
4
REVIS1014S
DESOPTION DAIE I APPR D
PER DADE LETTER DATED MAY 08, 2010 05/12/10 1 R.L.
PER LETTERS DATED 9/28 & 11/23 20i0j 12/09/10 1 R,L.
4 5/8"
1 9/16"
LIE. UJI 3 1 1 /2"
@FEMALE BUTI-STILE
EXTOFFSET
ALUMINUM 6063-T6.080"THICK
1—. 4 13/64" —1
. T
V 4 11/64"
L
@FEMALE BUT7-STILE
INT. OFFSET
ALUMINUM 6063-T6.080" TH16K
@ TOP RA
ALUMINUM 6063-T6.080'THICK
1 9/16"
3 29/32"
@ BOTTOM RAIL
ALUMINUM 6063-T6 .080" THICK
WinDoor 'o'R'r,"AND`o,M328
INCORPORATED F. 1AMBI.. www.wlndoorinc.com
8100 SERIES LMI
�wlv,
REINFORCED & NON REINFORCED
COMPONENTS
..,
MCI
M&A,281.A
AWN:
140.
REV,
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08-00875
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. ;
FIbrI0,d
ALE tdTR I DAIE A /09 1 SHEEI 25 OF 26
3 1/2" 1 3/4"
T_ _T
1 3/4- 2 5/16" T-71
1 2 23/32"
@ INTERLOCKSTILE I
ALUMINUM 6063-T6.080"THICK MT SCREEN
3 1/2" STILE
ALUMINUM 6063-T8.060" THICK
1 39/64-
1 3/4"
E I =ir lu�
@LOCKSTILE
ALUMINUM 6063-T6.080" THICK
2 47/64"
1/4" MTSCREEN
2 11/64 TORBOTTOM RAIL
ALUMINUM 6063-T8.060"THICK
[Li L—m 1 3/4"
@ FEMALE BUTT STILE T
REINFORCING BAR
ALUMINUM 6005-T5.125"TI41CK 2 1/2"
2 11/32" 1
1/4" J L
11/64" — 45/%aua axwwz � 2 5/64"
- o&wpb%g.i*&*F%eA6
B*Wkg Cod. I 1'�(qMTSCREEN
A"Nrft— 12 -0 0. _"
nopkAd- . STILE WISEAL
1 29/32" UMINUM 6083-78.060"THICK
REINFORCING BAR
ALUMINUM 6005-T5.168"THICK
27/32" 1.2"
0.201
TYP. 6X 0 0 0
1. 81.
1.5/18'
7/16"
2 19/32" T_
911611 HORIZONTAL
GLASS STOP
ALUMINUM 6069-TS.070" THICK
1 -3/64"
T_
2 191/32"
L
@BQX SC EEN
ST E
UMS063 6-0�o
:tl 31/64"
S E
ALUMINUMS063- .062"THICK
j_
1 3/32"[`2—�
1-4 0
@B0XSC,11, N
ASTRAGAL
ALUMINUM 6069-� 6.050' THICK
1 23/32"
_T
1 37/64
1/2"
a 1�
23/64" J k 2"
805 FIXED PANEL Z-CLIP
1 21/32"
7l/32"
VVERTICAL
GLASS STOP
ALUMINUM 6063-T6.20" THICK
F 7/3�� 1 1 5 Bu
T_
43
.GLASS STOP
ALUMINUM 6063-r6.20"THICK
1 21/32 _Lt=:LL
Va., T-L=D-17/16"
T
@ 9116- VERTICAL
GLASS STOP
ALUMINUM 6063-TO .070" THICK
I �� 1 9/64"
1/2" =4 _L
TA7/4-7
BOX SCREEN
SWEEP
ALUMINUM 6063-T6.060"THICK
-Y j��
RMSIONS
DESCMPT10M 'DATE APPR ED
PER DADE LETTER DX 0 R.L.
PER LETTERS DATED 9/28 & 11/23 20101 12/09/tO R.L.
13/16"
_T .424"
1 47/64"
---i
1314" SILL RISER
ALUMINUM 6063-r6.060" THICK
�_+ 13/16"
IT _T2 63/64l'
' -1
3- SILL RISER
ALUMINUM 6063-T6.060" THICK
2.841
L�L7 4 15/64-
1 1
04114"SILLRISER
ALUMINUM 6063-T6.060"THoK
.84"
_T_ 2 15/64"
(B 2 114" SILL RISER
ALUMINUM 6063-T6.060"THICK
13/16"
2.69" _j
3 31/
ill� 64"
C36
ALUMINUM 6063-TS.060"THICK
1 29/64"
1 111264"
1 1 E/32' n
MT SCREEN
ASTRAGAL
ALUMINUM 6063-76.060'
7500AMSnRDAMDR1VE
WinDoof ORLANDO, 1IL32832
INCORPORATF-1)
8100 SERIES LMI
REINFORCED & NON —REINFORCED Will
COMPONENTS
DRAWN: DWG NO. REV
TJH 08-00875 B n6r',I'da ffd::,G21)4V
SCALE NTS JDATE jo/J3/09 1 SHEEr 26 OF 26
MIAMI- MIAMI-DADE COUNTY
KkWA� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2-599
NOTICE OF ACCEPTANCE (NOA) www.iniamidade.gov/i)ern/
PGT Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
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 AHJ 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 Code,
including the High Velocity Hurricane Zone.
DESCRIPTION, Series IISGD-770" Aluminum Sliding Glass Doors w / wo Rein&rcemeuts
APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-Lmr,, sheets I
through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 10/11 /11, signed and sealed by
Lynn Miller, P.E., bearing the Miami -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 M issile Impact Resistant
Limitations:
1. See table 1, 2 & 3, sheets 7, 8 & 9 of this approved drawing set for applicable SGD unit sizes, design
pressures, reinforcements, glass types, sill riser and anchors requirements.
2. Egress operable doors must comply with min clear width per FBC, as applicable.
3. All laminated glazing options are with interior HS glass, see glazing options, sheet 1, 5 & 6.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oity, state and 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 autoihatically 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 thejob site at the request of the Building Official.
This NOA revises NOA # 09-0826.10 and consists of this page I and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
NOA No 11-1018.14
Expiration Date: February 17,2015
Approval Date: December 01, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I . Manufacturer's die drawings and sections (transferred from file # 09-0826.10).
2. Drawing No.PGT0002 Rev C, titled "Series 770 Alum SGD-LMI", sheets 1 through 23 of 23,
prepared by manufacturer, dated 08/05107 and last revised on 10/11/11, signed and sealed by
Lynn Miller, P.E.
B. TESTS (transferred from file N 09-0826.10)
Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifonn Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS,201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of aluminum Slidilig Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-;5993,
FTL-6036, FTL-6001, FTL-6014, FTL-6015� FTL-60179 F.TL-6023, FTL-6024, FTL-
6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed
by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and
reissued on 12/2.9/09, signed and sealed by Julio Gonzales, P.E.
C. CALCULATIONS
1. Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC 2010,
prepared by PGT, signed & sealed by Lynn Miller, P.E.
2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's
work per FAR 61G15-27-001, signed& sealed by Lynn Miller, P.E. '
3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/1 . 0 and
last revised on 0 1/08/10, prepared by PTC, LLC, Robert J. Arnoruso, P.E.
(transferred from file # 09-0826.10)
4. Glazing complies with ASTME-1300-02 &-04
D. QUALITY ASSURANCE
I . Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
I . Notice of Acceptance No. 07-1116.04 issued to E* , I. DuPont De Nemours & CO., Inc.
for "DuPont SentryGlas 0 Plus", expiring on 01/14/2012.
2. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont Denemours" for
"DuPont Butacite 0 PVB", expiring on 12/11/16.
F. STATEMENTS
1 Statement letter dated OCT 11, 2011 of compliance to FBC 2007 & FBC .2010 and
"No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E.
I . Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19-
09, signed by Robert J. Amoruso, P.E. (t ransferre d from file # 09-08Z6.10)
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. This NOA revises # 09-0826. 10, expiring February 17, 2015.
2. Test proposals No(s) 09-0177, 0177-A, B & C apNroved by �CC
Ishaq 1. Chanda, P.E.
Product Control Examiner
NOA No 11-1018.14
Expiration Date: February 17,2015
Approval Date: December 01, 2011
GENERAL NOTES: SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE CHART NOA DRAWING MAP
1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET
GLASSSTRENGTHS- T_"TEMPERED HS =HEAT STRENGTHED SEE TABLES 1, 2 & 3 ON
INTERLAYER TYPES - SGP c: .090 DUPONT SENTRY GLAS PLUS D13PV13 =.090 DUPONT BUTACITE PVR GENERAL NOTES ............. I
G3 - 7116"LAMINATED: (2) LFT-ES-OF 3116' HS GLASS WITH AN.090 DBPV13 INTERLAYER. SHEETS 7,8 & 9 QUALIFIED CONFIG .......... 2-4
G4 - 7/16"LAMINATED: (2) LITIES OF 3/116' FS_ GLASS WITH AN.090 SGP INTERLAYER. GLAZING DETAILS ............ M
G3A - 9/16" LAMINATED: (2) LITES OF 1/4" FS-GLASS WITH AN.090 rTB-PVB INTERLAYER. ANCHORAGE ..................... 7-15
G4A - 9/16" LAMINATED: (2) LITES OF 1/4" RS- GLASS WITH AN.090 SGP INTERLAYER. DESIGN PRESSURES ....... 7-9
G6 - f LAMINATED I.G. 3/16"T EXT. CAPT-3/8' AIR SPACE + 7/16' 9MRINATED: (2) LITES OF 3116' HS GLASS WITH AN.090 DBPVB INTERLAYER, ELEVATIONS ..................... 1546
G6 - 1" 3/16':FEXT. CAP + 3/8' AIR SPACE + 7/16� LAMINATED: (2) LITES OF 3/16' WS-GLASS WITH AN.090 SOP INTERLAYER. CONFIGURATIONS ........... 17
G5A - I" LAMINATED I.G. 1/4- f-ExT. CAP + 5116"AIR SPACE + 7l16"LAMINATED: (2) LITES OF3116' TS GLASS WITH AN.090 DBPVB INTERLAYER. VERT. SECTIONS .............. 18
G6A - T' LAMINATED I.G. IM-7 EXT. CAP + 5/16" AIR SPACE + 7l16"LAMINATED: (2) LITES OF 3/ie" HS GLASS WITH AN.090 SGP INTERLAYER. HORIZ. SECTIONS ............ 19-20
PARTS LIST ....................... 21
2. DESIGN PRESSURES: EXTRUSIONS .................... 22-23
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 7 THROUGH 15.
4. SHUTTERS ARE NOT REQUIRED.
5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
6.REFERENCES:
TEST REPORTS FTL-5980, FTL-5993, FTL-6001. FTL-6014, FTL-601 5, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 AND FTL-6036. DATED Bum.
ELCO TEXTRON NOA: 07-0426.01, 03-0226.05, ANSIfAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL
7. THIS PRODUCT HAS 13EEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE.
0. CONFIGURATIONSI SEE DIP TABLES (SHEETS 7-9) AND CONFIGURATION ILLUSTRATIONS (SHEETS 2-4).
A. D.L.O. WIDTH= PANEL WIDTH -711 B. D.L.O. HEIGHT= PANEL HEIGHT - 8.25"
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 13-15;
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' OR 6/16' ULTRACON (FORMERLY TAIRCON)CONCRETE
SCREWS OR 1/4" ELCO SS4 CRETE-FLEX. SEE TABLE ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). 114�' ELCO SP4 CRETE-FLEX MAYBE USED INSTEAD OF#12 SCREWS (PAN HEAD).
3. WOOD BUCKS DEPICTED AS ix ARE LESS THAN I 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE I 112"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHAL ' L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063TT5 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12
SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE
REQUIREMENTS SHOWN IN TABLES 1-3. SHTS. 7-9, FOR ANCHOR TYPE 4 ARE ACCEPTABLE.
5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS)
(MAX. 1/4' SHIM SPACE FOR GROUT) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO
SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY
HAVING JURISDICTION.
Concrete Screw Anchorage Minimum Embedment and Minimum Edge b1stance Requirements
Head and Sill
Jambs
Concrete
Un-Grouted CMU
Grouted CMU
Type
Dla.
MIn.Emb
MIn.Ed
M[n.Emb,
M1n.Ed
Min.Emb.
n.
Elco UJtrac--
ItIV,
1 318
2 112
1 4
IL
112
1
1 4
2 112
22L
�
1 314
1 114
M3142
i "1
1 9/16
1 314
2 1/2
Sco Crato-Flo; gS4
1 11*1
1
112
1 114
2 1/2
Not Reommended
P4iook (Anchor Tension)
P.Ho it Mounting Adaptor (Anchor $hear)
co...t. -
AM111GEb,
'..I. CMU
d
Concrete
Grouted CMU
Type
131a.
Min. Fmb.�
141 . Ed
mi
Min. Emb.1
212. Ej
I Min. Emb.
I Min. Ed
Elco Ultracon
I IFV
1 314
i F/4
2 1112
1 1 314
1 1 1/4
acoCroto.FlexSS4
I IIN'
1 314
1 2 112
1 Not Recommen,IW
1 214
1 2 112
2010 CODE CHANGE
NOKOMIS, R 34276
P.O. BQX 1629
NOKOMIS, FL 34274
Concrete Strength Requirements
Type
Dia.
V
Elco Ultracon
ii/Ni
2700 psi
611611
3500 psi
Elco Crate -Flex SS4
114V"
3350 psi
Definitlons:
Emb. = Embedment
Ed - Edge Distance
Min. = Minimum
CONCRETE SCREWS STRENGTHS'
Fy MIN, - 13
Fu MIN. - 177 KS1
Masonry Strength RaqUIMMentO
Ungmuntod CMU I ASTM C9D
JAII.rM C-90 VA h groul confowin
Grouted CMU actions 210.22.1.2 and
R809 ofthe FS0.
Wood Screws (Head, Sill & Jambs) In.
Type
IMIn. Emb4
Min. Ed
#12 Wood Screw
Elco Crote-Flex SS4
UNLESS,QTHERWISE NOTED
3ERIES 770 AftW
�YM SGD - LMI
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APPROVED- CONFIGURATIONS:
SEE D.P. TABLE,
SHTS. 7-9
SEE D.P. TABLE,
SHTS. 7-9
SEE D.P. TABLE,
SHTS. 7-9 rc
SEE p p SEE V S IE IE 1;�o
p
W. D
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101 E
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SHTS. SHTS.
7-9 1 7-9 1 7-9
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TA
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oxo, oxx, xxo,
oxxp, XXXP
oxxo, xxxo, oxxx, xxxx, & (k@
Y,X"p CORNER, TYP. POCKET, TYP.
POCKET DOORS:
ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING
DETAIL "S" OR 1711 INSTALLATION. EXAMPLE:
XXXX IN POCKET CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. 0)00( IN POCKET
CONFIGURATION CAN BE OXXXp. POCKET DOOR REQUIRES OPERABLE PANEL.
X SIGNIFIES OPERABLE PANEL, 0 SIGNIFIES INOPERABLE PANEL.
R. Br .
NO C14ANGE THIS SHEET QUA' LIFIED CONFIGURATIONS
lia.d Vw '1 070 TECHNOLOGY DRIVE
01105110 113 PER MIAMIDADE COMMENTS NOKOMIS, Fl. 34276 M.
9 SERIES 770 ALUM. SGD - LMI
SMC 11116109 A PER MIAMI DADE COMMENTS 'OP�00;�BOX 152
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TABLE
SHTS. S T
7-9
oxxxo' xxxxo'
oxxxx,
xxxxx,
xxxxxp
SEE 900 CORNER EXAMPLE AND POCKET
DOOR NOTE ON SHEET 2
SEE D.P. TABLE,
SHTS. 7-9
tow 14
owe
SEE
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-
I
I
'
DP
TABLE
SHTS.
M�N
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APPROVED CONFIGURATIONS
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SEE 900 CORNER EXAMPLE AND POCKET
DOOR NOTE ON SHEET 2
SEE D.P. TABLE, I b Il- I 't
SHTS. 7-9
SHTS. 7-8
EE
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NO CHAME THIS SHEET ONFIGURATIONS
QUALIFIED & ......
1070TECHNOLOGYDMVE
PER MIAMI DADE COMMENTS NOKOMIS, F� 34275 m:
SERIES 770ALUM. SGD - LMI &ION AL
P.O. BQX 162a I
PER MIAMI DADE COMMENM NOKOMIS FLZU274 LYNN W I Ltrl:R,l
"m I [�T- SGO770 ;TS 1 4 - 23 PGT0002 c P.E.0 58785
EXTERIOR @ 3116"HS GLASS
DBPVB
.090
74
3116"HS GLASS
7116" NOM.
82
3/4. NOM.
GLASS
80
BITE
54
7116" LAMINATED GLASS TYPES G3
EXTERIOR (8114" HS GLASS
.090 DBPVB
74
1/4" HS GLASS
9/16"NOM.
82
3/4"NOM.
GLASS
81
BITE
f
54
9/16" LAMINATED GLASS TYPES G3A
EXTERIOR (�� 311W HS GLASS
—
.090 SGP
74
3/16" HS GLASS --
7116"NOM.
82
a
3/4"NOM.
GLASS
i
80
BITE
t .
54
7/16" LAMINATED GLASS TYPES G4
OCTERIOR 114" HS GLASS
@�090
SGP
74
1/4"HS GLASS —
9/16"NOM.
82
3/,r NOM.
GLASS
81
SITE
FE
54
9/16" LAMINATED GLASS TYPES G4A
NO CHANGE THIS SHEET QA7nvr. n TAILS
Tvf.
IVOKOAVS, FL 34275
PER MIAMI DADE COMMEA" IV0%0;081eoXFl&0249274 SERIES 770 ALUMINUM SGD - LMI
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EXTERIOR (83/16" HS GLASS 212 3116" HS GLASS
.090 DBPVB EXTERIOR ROO SGP
3116"HS GLASS 3/iS"HS GLASS
314 NOM.
rG
3/8"AIR SPACE 74 3/9'AIR SPACE 74
3/16" T GLASS 3/161, T GLASS
I" NOM. ��= - - - V NOM. -�Z- �a
7 1 Zl-
83 83
9S
BITE
r314" NOM. 314"NOM.
GLASS
GLASS
IT
BITE BITE
r"79 79
TRUsEAL DURASEAL SPACER --/ TRUSEAL DURASEAL SPACER �
V LAMINATED I.G. TYPES G5 (�5J5 1 "LAMINATED I.G. TYPES G6 � L55
Ducr uv
a . llowki
CEO""
GLASS 213 3/10-ILSGLASS
EXTERIOR 3"6"HS (B.09OSGP
.090 DBPVB EXTERIOR
.3116"HS GLASS 3/16" HS GLASS
3'16"H
5/16"AIR SPACE 74 5/16"AIR SPACE 74
I i
/4"TGLASS 114"TGLASS 7��H
1 NOM 1. NOM. -
83 83
314�NOM.
SS
9 rG
BITE
BITE 12
3/4"NOM. 314"NOM.
GLASS GLASS
BIT
79 79
\0-
TRUSEAL DURASEAL SPACER TRUSEAL DURASEAL SPACE ,t N14-16,
55
s
V LAMINATED I.G. TYPE 111 LA INATED I.G. TYPE G�6A
58705
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T.— �k- STAT
10/11/11 c CHANGE THfS SHEET MZING DETAILS
1. 1070TECHNOLOGYDRFVE .. ....
r.— W.-= NOKOMIS, FL 84275 SERIES 770 ALUMINUM SGD - LMI 10
1116109 A PER MIATDAVE COMMENTS P.O. BOX 1629 Ml tA, P.E.
NOKOMIS, FL 34274 pff. a 23 PGT0002 JFC REA 6on5
O��y D.M: SGD770 NTS 1 6
6105109 RJA
DESIGN PRESSURE AND ANCHORAGE - UN -REINFORCED - STA DARD STILE- STANDARD ASTRAGAL TABLE 1.
> HEAD & SILL (H&S) INTERLOCK STRAIGH`r & CORNERASTRAGAL CLUSTER PLUS INTMEDIATEANCHOR CITY. PER PANEL H & S,
>JAMBANCHORQTY, >FLHOOK ANCHOR CTY.
Anchor Types:
G3 - 7/1VILAMINATED GLASS - (3/16" H.S. I PVB / 3/16- H,S.) 1) -1/4,, ELCO, ULTRACON (FORMERLY TAPCON
G3A - 9/16" LAMINATED GLASS - (114" H.S. PVB / 1/4" H.S.) 2) -114" SS4 CRErE-FLD(
G5 - 7/16" LAMINATED I.G.U. - (3/16- TEMP. AIR / 3116" H.S. / FVB / 3/16" H.S.) 3) '511&'ULTRACON
G5A - 7116" LAMINATED LG,U. - (1fT' TEMP. I AIR/ 3/1 TH.S. PVB 3/16. H.S.) 4) V12 STEEL SCREW (G5)
*SEEANCHORAGENC)TESI &20NSHEErl.
UNIT HEIGHT
80 84 90 96
z
z
0
z
07
L)
6
0
6
NOM. PANEEL
FRAME
0
0
0
0
0
WIDTH
SIDE
0
04
-
c,!
GLASS TYPE - 3,3A
5. SA
+60 -60.0
+60 -60.0
+60 -60.0
+60 -60.0
C4+
4+1
C4+2
C4+1
C4+1
C4+2 1
CL+l
C4+1
C4+2
C4+1
C4+1
04+2
24
10
Tio
10
10
10
M
5
10
10
1
10
lo
F 10
10
6
5
5
5
6
5
6
5
5 1
5
1 5
5
GLASS TYPE
- 3,3A
5,15A
+60 -60.0
+60 -60.0
+60 -60.0
+60 -60.0
S
C4+1
C4+1 I
C4+2
C4+1
I C4+11_C4+2
C4+1
C4+2
C4+1
C4+11
C4+2
30
I
JAMB
ffH&
10
�1]
10
10
10
10
10
24+1
0
10
10
10
10
=
1 10
P-HOOK,
5
5
+6
5
1 6
1 5
6
5
5
6
5
GLASS TYPE
- 3.3A
5,6A
1 +60 -60.0
+60 -60.0
+60 -60.0
+60 -60.0
*
1 H&S
C4+1
C4+1_
C4+2
C4+1
C4+1
C4+2
C4+1
C4+11
C4+2
C4+1
C4+1
04+2
36
1 5
JAMB
10
10
1
10
110
10
10
10
-
10
10
10
10
10
5
5
6
5
5
5
5
.5
5
5
1 5
6
GLASS TYPE
- 3,
3A 5, 5A
+60 -60.0
460 -60.0
+60 -60.0
+60 -60.0
H&S
C4+1
C4+i
C4+2
C4+1
C4+1
C4ti_
_C4+1
I Col
I C4+2.
CL+l
I CJ�6+11
C4+2
42
JAMB
110
10
1 10
10
10
10
10�
10
10
10
P-HOOK
5
1 5
1 5
_10
5
1 5
5
6
61
6
6
1 5
6
GLASS TYPE - 3.
3A 5, 5A
+60 -60.0
+60 -60.0
+60 -60.0
+60 -6 .
&S
2
C4-+-IT-C4-+-Il
C4+1
C4+1
C4+2
4+1
C4+1
C +2,
J AM B
FH
10
10
10 :L10
10
10
10
10
10
10
10
r--4(r
P. 0
H OKI
6
5
6
1 6
6
_�6
1 a
6
7
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL.
2. WHEN USING THE 2 1/2"SILL, POSITIVE WATER DIP IS 46.67 PSF MAX. WHEN
USING THE 4"SILL POSITIVE WATER DP IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA.
3.4',3 1/4" AND 2 112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE 1 112"SILL IS NOT AND MUST ONLY
BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE
DESIGN PRESSURES SHOWN IN TABLE I MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
R-1.111�f l'i'milml 'Cl NO CHANGE THIS SHEET
0 = EXAMPLE ON SHEET 10
DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT - NOM. PANEL HEIGHT - 8.26-
TABLE 1 A.
SILL HT. VS POS. DIP
SILL RISE
HEIGHT
DESIGN
LOAD
FLUSH 1-1/2"
NlA
LOW 2-1171
+46.6 7
MED 3-1/4"
+ 60.0 PSF
HIGH 4".
+ 60.0 PSF
SEE NOTES 1-3
NOKOMIS, FL 34276
P
,ojo&�BQX112
,§"LZ
go* OUTSIDE CORNER
90* INSIDE CORNER
rOH LENGTH
OVERHANG
OH LENGTH
OH OH HEIGHT
HEIGHT EQUAL TO I
OR GREATER
0
C3
L col
SEE NOTE 3
DPANDANCHORAGE
W..
SERIES 770 ALUMINUM SGD - LMI
F�b 1.�. Tar- -Kvm
6 NTS 1 7
SGV370 ',1, 23 PGT0002
rROPUCT UVIOW
lkmft Owe
no
wall 12,41S
sow
eNSe
V
,�A
z
LL, -
S-mip Ol:
FLORP".."
.............
11. LYNN P.E.
PEA B8705
DESIGN PRESSURE AND ANCHORAGE -UN-REINFORCED -HEAWDUTYSTILE -STANDARD ASTRAGAL TABLE2.
� HEAD& SILL (H&S) L4TERLOCK9 STRAIGHT& CORNERASTRAGAL CLUSTER PLUS KrERMEDATEANCHORQTY. PER PANEL H& S,
>dAMBANCHOROTY. >P-HOCKANCHOROTY.
Anchor Typ-:
G4. 71le- LAMNA7ED GLASS - (3116PRS. i SGP/ 3116r HS.) 1) '114" ELOO ULTRACON (FORMERLY TAPOON
G4A - WlV'LAM%kTED GLASS - 014' KS. ISGPI 114' KS-) 2) '11N' SS4 CRESFLEX
G5. 7/16, LAMNATED I.G.U. - (3/19'TENP. fAIRI 311V HS. / SGPI 3116' KS-) 3) '5116- ULTRACON
GILA - 7liV'LAMNATEDLG.0 - (WTIEMP. IAIR/ 3119- RS. ISGP/3/16- RS.) 4) *9j2 STEEL SCRE_W(GS)
'SEEANCHORAGENOTES1 &2ONSHEErl-
EIGHT
- 114 120
80 84 90 1 98 1 1 102 108
0 z
t3
0
,
Z6
0
.
.3
0
60§Z2�
In
0
,
NOM. PANIEL
FRAME
6
L)
I
1
6
1
8
8
V41DTH
SIDE
-
c4
u
A
vI
N
GLASS TYPE -4.4A, 6,6A
60.0 .60.0
60.0 -60.0
60.0 -60.0 1
60.0 -60.0
60.0 -60.0 -
60.0 -60.0
60.0 -60.0 -
60.0 -60.0
H&
C4+1 C4+1 C6+2.
C4+1 I C4+1 I CB+2
C4+1 I C4+1 C6+21
04+11 C4+1 I C6+2
G4+1 C4+1 C6+2
C4+1 C4+1 6+2
C4+ + +2
C4+1 I C4+1 C6+2
24 JAMB
I I
10 1 10 10
10 1 10 1 10
10 1 la 10 1
10
JL2 IL2 12
2 2 2..
L L L
12 1 12 1 1
12 1 12 12 1
P-HOCK
5 1 5 5
5 1 5 1 9'
-5 1
5 i f S'
. . 6
6 6 6
6 1
6. 1
GLASS TYPE -4,4&6.6A
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
-
60.0 -60.0 -_
60.0 -60.0
60.0 -60.D
00.0 -00.0
I
C�j
C4+1 C4+1 I C6+2
C4+11 C4+1 1 F6+2
C6-2
C4-1 CL+l I C�+2
C4+11 C4+1 C6+2
�+l
JL+ T� ;+2
10 JD- 10
12 1 12 1 12
12 1 12 � 12
12 12 12
12 1 L2 L2
6 6 a
6 a 6
6 6 6
GLABSTYPE 4.0,6.6A
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
00.0
80.0 -60.0
60.0 -60.0
60.0 -60.0
H&S
C4+11 C4+1 . C�+21
L+l I 1 +2
C, ce
__
C4+�ICIMC2+2
1+1
C4+1 I C4+1 1 C6+2
C4 +11 G4+1 C6+2
C4+1 C4+1 CB+2
C4+ + +
C4+1 0 C6+2
04
36
10 1
M
�i4+j
0, 10
6 15
10
12 12 -12
12 12 12
112 12 12
12 12 12
P-HOOK
6 5 ff
1 5 1 5 1 5
5 5 5
6 6 6
6 6 6
7
GLASS TYPE -4,4A, 6.6A
60.0 -00.0
600 -000
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
'.S
C4+' 'C4+'
Cj�+l 1 C&+l 1 CZ*2
C4+1 I C4+1 I C6+2
C4+1 G4+1 C6+2
C4+1 C4+1 C6+2
C4+1 1 C4+1 1 C6+
C!+' F+2
C4+lTC4+1 T C6+2
-12
42 JEJHE
��+2
i6 0
10 1 L.O
10 1 10 1 10
12 12 12
!6
1 12 12 1 12
ii 12
1 12 1 12
O'�
5 a 1 5
6 YU i
F__
T_
e 1 6 6
6 7
7 7 1 7
8
8 1 8
GLASS TYPE -4.4A 6. 6A
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
60.0 -60.0
1 60.0 .60.0
60.0 -60.0
I C4+1 I C2t2
40
C41+1 CB-;2-
C4+1 I C4+1 I C6+2
C4+1 I C6+2
3+2
1 C4+1 I C4+1 C6+2
*H&
48
itl
10
_24+1
10 10 IL
0
10 1 10 10
10 1 10 1 10
EC4
1 ill 12 1 12
2
12
1 12 1_12
.'111K
6 6 6
6 1 6 :L�6_
-
7
8
1 8 1 8
GLASS TYPE
-4,4A 6, 6A
60.0 -60.0
1 60.0 -60.0
60.0 -60.0
1 60.0 -60.0
H&S
C4+21
C4+21
C5+2
C4+21
C41+21
C5+2
C4+2
C4+2
I C5+21
134+2
C4+2
05+2
54
I I
PANELS OVER 48" WIDE
JAMB
a
10
10
1 10
10
10
1 10
10
10
10
- 10
10
10
P-H K
6
6
1 6
6
1 6
NOT AVAILABLE OVER 96" HIGH
GLASSTYPIE-4.4A6.6A
1 60.0 -60.0
60.0 -60.0
60.0 -60.0
.60.0
1 HIS
lql4+21CL+
i
=5+2
E+2:
LCL4+2
C5+2
_0
10
110
LT
I
0
!T
0
1 7
1 1 0
2�1
F17
10
7�1
.
7
1 7
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3 1W SILL.
2. WHEN USING THE 2 1/2" SILL, POSITIVE OP IS 46.67 PSF MAX WHEN USING THE 4- SILL
POSITIVE DP IS 60.0 MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A.
3.2 112". 3 IMP ANDV'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE
1112" SILL IS NOT AND MUST ONLY
BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVEDESIGN
PRESSURES SHOWN IN TABLE 2 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA
BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
�15' I "j�/jjjjj 1'�C� I No cHANeE THis sHEE-r
P 0 BOX 1,1211
". ;�74
U = 5XAMPLEON SHEET 10
TABLE 2A
SILL HT. VS POS. TP__
SILL RISE
HEIGHT
(+) DESIGN
LOAD
FLUSH - 1-1/Z'
ITA
LOW - 2-1/2"
446.67 PSF
MED .3-1/41,
+60.0FSF
0-,
Dp
SOD770
STANDARD ASTRAGAL
HEAVY DUTY STILES
SEE SHEET 7 OR 9 FOR 90'
INSIDE & OUTSIDE CORNER DEPICTION
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = NOM. PANEL HEIGHT - 8.25"
OH LENGTH
OVERHANG
1 1 OH LENGTH
OH OH HEIGHT
HEIGHT EQUALTOI
Loi OR GREATER
0:
SEE NOTE 3
I ALUMINUM SGD - LMI
;TS 23 ft PGT0002
%'B- 14
aws d ov-. =:yft "Le.1-
"%%IIIIiIj1.
\YNN Afit
..........
5B705
�l M o-1 w
........... .
A. LYNN P.E.
P.E.# 68705
DESIGN PRESSURE AND ANCHORAGE -UN-REINFORCED -HEAVY DUTY STILE -HEAVY DUTYASTRAGAL TABLE3.
>HEAD& SILL (H&S) INTERLOCK STRAIGHT& CORNIERASTRAGAL CLUSTER PLUS INTERMEDATEANCHOROTY. PER PANEL H& S.
>JAMBAWHORQTY. >PIHOOK ANCHOR QTY.
Anchor Types:
G4 - 7/16" LAMINATED GLASS - (3116- H.S. I SGPI 3/16" H.S.) 1) -1/4" ELCO ULTRACON (FORMMLY TAPOON)
G4A - 9/16" LAMNATED GLASS - (114'H.S. / SGP/ 1/4' H.S.) 2) -114" SS4 CRErE:-FL0(
G6 - 7/16" LAMINATED I.G.U. - (3/ig' TEMP. /AIR t 3/16" H.S. / SGPI 3/16' H.S.) 3) -5116" ULTRACON
GBA - 7/16'LAMMATED LG.U. - (1/4" TEVIR I AIR 13/16" RS. SGP/ 3116" H.S.) 4) '#12 STEEL SCR@N(G5)
* SEE ANCHORAGE NOTES I & 2 ON SHEEr 1.
UNITHEIGHT
80 84 90 96
0
a
0
0
z
0
a
0
0
z
0
0
z
0
NOM. PANEL
FRAME
z
0
0
z
0
0
z
0
WIDTH
SIDE
0
1
9
6
L)
C�
cli
-
(4
-
GLASS TYPE -4,4A,
6,6A
90.0 -90.0
90.0 -90.0
90.0 -90.0
90.0 -90.0
H&S
C6+2
6+2
C6+2
CS+ 2
C6+2
C8+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2_
24
J B
10
10
10
10
10
10
1
10
10
10
10
10
10
FXCK
5
5
6
5
5
5
_5
6
6
6
GLASS TYPE
- 4,0�
6, 6A
90.0 -90.0
90.0 -90.0
90.0 -90.0
90.0 -90.0
Lo
H&S
C6+2
C6+2
C6+2
C6+2
C6+2
I C6+2
C6+2
I C6+21
C6+i
C6+21
C6+2
I C6+2
30
JAMB
10
1 10
10
10
10
10
10
1 10
1 10
10
1 10
1 10
P-HOOK
6
1 6
6
6
6
6
6
1 6
1 7
7
1 7
1 7
GLASS TYPE
-4,4A,
6, 6A
90.0 _90.0-
90.0 -90.0
90.0 -90.0
90.0 -90.0
H&S
C6+2
C6+,
+2
CEI-�2
064-2
I'C6+2
C6+2
I C6+2
I C +2
C6+2
C8+2
_C6+2
36
10
10
15
10 :
F
-10
10
10
10
1 10
1 10
10
10 .
a8
10
_7
7
7
7
1 7
1 8
8
8-
GLASS TYPE
-4,4A,
6,6A
90.0 -90.0
90.0 -90.0
90.0 -90.0
90.0 -90.0
4
H&S
C6+2
C6+2
C6+2
C6+2
CS+2
C6+2
C6+2
C6+2
C6+2
42
JAMB
=
10
10
10
10
10
10
10
10
1 10
10
1 10
10
-�
7
1 7
7
7
8
8
1 8
9
1 9
GLASS TYPE
-4,4A,
6, GA
90.0 -90.0
90.0 -90.0
90.0 -90.0
90.0 -90.0
12
H&S
C6+2
C6+2
I C6+27
_7E6_+2C6+2
C6+2
C6+2
C6+2
I C6+2
C6+2
I C6+2
I C6Ajj2
t
48
2
JAMB
10
10
1 10
10
10
10
10
1 10
10
10.
1 10
1 1,2
10
i 1 0
P -HOOK
1 8
8
8
1 8
8��
9
9
1 9
0
a
'0
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL.
2. WHEN USING THE 2 112"SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 114"
SILL, POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A.
3.2 112',3 1/4'. AND 4' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION
WHEREAS THE I Iff'SILL IS NOT AND MUST ONLY
BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVEDESIGN
PRESSURES SHOWN IN TABLE 3 MAY BE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4. SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT
-INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
J.S I "T�/11/11 I ' 'C I NO CHANGE THIS SHEET
1111W9 1 A I PERMIAMIDADECOMMENTS
6109 1-1 oll" I -
90' OUTSIDE CORNER
TABLE 3A
SILL HT. VS POS. DIP
SILL RISE
HEIGHT
DESIGN
LOAD
FLUSH - 1-10
NIA
LOW - 2-1/21
+ 46.67 PSF
MED - 3-11,V'
+ 60.0 PSF
HIGH -4"
+ 90.0 PSF
SEE NOTES 1-3
'OTECHNOLOGYDRIVE
NOKOMIS, FL 34275
P.O. SQX 1629
NOKOMIA FL 34274
90' INSIDE CORNER
rOH
LENGTH
OVERHANG
OH LENGTH
OH
OH HEIGHT
HEIGHT
EQUAL TO I
0
OR GREATER
Lia
0
SEE NOTE 3
01.0-
DPANDANCHORAGE
SERIES 770 ALUMINUM SGD - LMI
k4.%W�
SGD770 'kTS 2.9 7'PGT0002
40M. PANEL WIDTH - 7"
NOM. PANEL HEIGHT - 8.26"
-riloaucir RLVMD
"fth *9
mmftco&
Lesq*mw N. 1 -1 D 14
iupwmimftb -2. ls-
LU
-0 4U
STP'TEO
D
XN FLOR\
A. LYNN MILLER, P.E.
P.E.# 58705
1. APPROVED ANCHOR TYPES: 1) 114"ELCO ULTRACON (FORMERLY TAPCON) 2)1/4"ELCOS84CRETE-FLEX 3)5116"ULTRACON 4) #12 STEEL SCREW (G5)
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3. SHTS. 7-9:
HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. O.C.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL, INTERLOCK & 90* CORNER ON SHT. 11-12.
JAMBS & P-HOOKS 6" MAX. FROM 130TTOM AND 21', MAX. D.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15.
-------------------------------------------
INTERIOR
F AN�HORS PER PANEL' ARE 8- MAX. 3.6" INTERLOCK /--SEE CLUSTER DET., SHT. I I ASTRAGAL a"MAX.
THOSE AT THE HEAD AND SILL CENTERLINi�-j CENTERLINE
BETWEEN CLUSTERS OR THOSE j-
8" MAX BETWEEN A CLUSTER AND A 10 1 , 10 X —A. 0
TYP. FRAME JAMS OR P-HOOK 2.04" t7= ER-
3.5- 3 24" MAX. O.C.
C4 + 2 HEAD& SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN)= (14) ANCHORS TOTAL
.5"
3 EXAMPLE OXX ANCHORAGE PLAN:
TYP
1(3) PANEL, 48"x 96" DOOR FROM TABLE 1, SHT. 7, ANCHOR TYPES 2 & 4 IN WOOD SUBSTRATE EXTERIOR
--------------------------------------------
24'
MAX.
O.C.
EXTERIOR
111IW9
SEE TYP. JAMB CLUSTER
C4+2 & CORNERS (20) ANCHORS TOTAL AT HEAD AND AT SILL DETAIL BELOW
2 C4 2 C4 2 C4 2
SEE CLUSTER
DETAILS., SHT. I I
SEE NOTE
3.5"TYP. BELOW
(7) P-HOOK 14'
T—INTERLOCK ANCHORS 0
CENTERLINE i
J L
3.5"TYP.
AX.
x
x x
x x 6"M
Fee
3"MAX.
:1
x = FRAME
21
ANCHORS
MAX.
iwe
AX
P-HOOK
ANCHORS
x x-
jl"MAX 3
x
AAX.
F_r
e x x
x
IMAX.
x x
x x x
I
x 6"M
Ll I x
x x x
x
x24- MAX. 8.C.
B"MAX.TYP.
L— ....
�m
(10)
ANCHORS
O.C. PERJAMB
(SEE SHEET
13FOR
CLUSTER
O.C.
SPACING
m
EXAMPLE OX-90* OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN:
(4) PANEL, 60" x 96" DOOR FROM TABLE 2, SHT. 8, ANCHOR TYPE I & 2 IN CONCRETE SUBSTRATE
SEE CLUSTER DETAILS.
INTERLOCK CENTERLINE --n SHT. 11 — 0 1111MA. I
4.051"
0
MIN
0 . C'
3.5- L 2.04"
SEE DETAILS S &TON SHEET 14 &DETAILS TYE )R DETAILS
SEE CLUSTER DETAILS, SHT. 12 — : .— . — 1. .—V 4. UnD 0 UnnIC AKIrWnP-Q M.N.O.P.Q&R
NO CHANGE THIS SHEET ANCHORAGE SPACING&
PER MIAMIDADE COMMENTS ""' JkRIES 770 ALUMINUM SGD - LMI
P.O.Boxim
PERML4MIDADECOMMEM I— I—
NOKOMIS, A 34274 NTST—
SGO770 1 10 a 23 PGT0002
rRoDucrUllimp.
fi**",pw*ffw*bth*.rm#wL
Sildl.gCods jbjEs.jq
N9 %Il —
Ally
5s705
�13 4 Ewu
§TAfF OF
...........
8/0NN,
I"' t'AN
A- LYNN MiLtAh! P.E.
REA5GOS
LNT.
INTERLOCK
I —CENTERLINE
3.5 lr�l r
1.75
ANCHOR CLUSTER - C4
INT.
INTERLOCK__7
CENTERLINE
3.6
4.0
5.369!
:TfWdK, ASTRAGAL INTERLO
ANCHOR CLUSTER - C4
INT.
INTERLOCK_�
r
CENTERLINE
101111 C NO CHANGE THIS SHEET
ff/l-1 Ak... I PER UAMI DAVE COMMENIS
8 ;V5109
-------------
------------- ASTRAGAL OR
r ----
LIN—T. �—INTERLOCK I
'NT'
CENTERLINE
3.5
13.5
2.0401
1
1
4.051
2-TRACK, ASTRAGAL I INTERLOCK
V
AK]r.WnP r.1 I 1-%TFR - (15
INTERLOCK
I —CENTERLINE
�— 1.75
2.040
ANCHOR CLUSTER - C6
ANCHOR CLUSTER - C6
ANCHOR CLUSI hK � L;b
"' I kRIES 770 ALUMINUM SGD - LMI
P.O. BQK 1629 — — *�7
NOKOMIS, FL 34274 SGD770 NTS 1 11 -1 23 PGT0002
I "'w" I
NOTE:
ALL DIMENSIONS SHOWN
ARE BASED ON MINIMU ' M
ALLOWED. ALL DIMENSIONS
SHOWN ARE IN INCHES.
ruoDd& RIEVIUD
"'"lopbus ww% atn"Ift
mambigcod.
A*Npbm we lbl -to
fApkm6M DOW 15'
_k\11111111" —
V0N
�p
4e
LLJ Z:
0
s-TPr
0 \OV'-
PLOR
IONP,\�
AL LYNN MILLYR, P.E.
P. A 68705
-----------------
r---------------------------
I INT
3.5
ALL DIMENSIONS SHOWN
0
ARE BASED ON MINIMUM
ALLOWED, ALL DIMENSIONS
INT.
SHOWN ARE IN INCHES.
2.04
It
I
EXT. 3.889
EXT.
2.04
0
2-T ------ ��IbEj� �FFI��S�OWN,
2�?ARERJO INSIDE CORNER SHOWN,
2-TRAC 90* IN51DE CORNER SIMILAR (OPPOSITF-)
2-TRACK. 90- OUTSIDE CORNER SIMILAR (OPPOSITE)
ANCHOR CLUSTER C4
ANCHOR CLUSTER - CG
USED FOR C5 AND C6
AMUCT-mvw"
bwdftcwe
A."mft I I
DM
--------------
----------------------------
I I T. 3.5
xv.
_0
2.04
LN—T.
3.889
9
F2.
EXT.'
4-
i E)Cr. --4 3.5 J
---------------
4-TRACK 90* INSIDE CORNER S OWN,
3-TRACK.90 67Q-T§IDE7d(Y9NER SHOWN,
3-TRACK, 90' INSIDE C RNER SIMILAR (OPPOSITE)
4-T pp OSITE)
RACK, 90' OUTSIDE CORNER SIMILAR I
Aill
C-6 ANCHOR CLUSTER REQUIRED
C-8 ANCHOR CLUSTER REQUIRED
I A'
AT ALL 3-TRACK CORNERS
AT ALL 4-TRACK CORNERS
w.58705
./U::
OF
J.s
all.
No THIS SHEET
1070 TECHNOLOGYDRfV'
NOKOMIS; Fl 34275
ANCHORAGE, EXAMPLE CLUSTERS
'm:
PLOR\
'1
01/000
1,.
PERMAMIDADECOMMENTS
P.O. BQ
NOKOMIS, FL 34274
SERIES 770 ALUMINUM SGD - LMI
A. LYNN MIL R, P.E.
REN 68705
.sdmBrc
smc
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11/18ma
A
PER M14MI DADE COMMENTS
SGD770
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I 1� � 23
PG T0002
C
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2.7
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2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHT. I
SEE CHART, SHT* I
l"MIN.
21/16"O.C.
E.D. TYP.
l"MIN. 21/16"O.C.
TY
j2l/16"O.C.
E.D. TYP.
T)T.
SEECHART
EXr.
44
EXT
MIN
I 3/8"MIN.
13/8"
13 "MIN.
SHT. I
114"
1/4"
EXT.
1/4'
MAX.
MAX.
IV
1/4'
SHIM
SHIM
S
MAX.
MAX.
SHIMEX
SEE CHART, SHT. I
2 IAVO.C.
WOOD ANCHOR TYP.. SEE ANCHOR NOTE 2, SHT. 1 SHIM I
DETAIL A. 2-TRACK FRAME HEAD DETAIL B, 3-TRACK FRAME HEAD 6NCRETE ANCHOR TYP-, SEE ANCHOR NOTE 1, SHT. I A SEE CHART SHT. I
WOOD INSTALLATION WOOD INSTALLATION DETAIL C, 2-TRACK FRAME HEAD DETAIL D, 3-TRACK FRAME HEAD
2xWOODBUCKTYP., CONCRETE INSTALLATION CONCRETE INSTALLATION
SEEANCHOR WOOD ANCHOR TYP., SEE ANCHOR NOTE 2. SHT. 1 SEE ANCH.NOTE 3. \\�x WOOD BUCK TYP.,
SHT I SEE ANCHOR NOTE 3. SHT. 1
NOTE 5 SHT. 1
2 1/16 O.C., TYP-
(1/4' MAX.)
SEEANCHOR
SEEANCHOR
NOTE 5 SHT. 1
NOTE 5 SHT. 1
(1/4"MAX.)
(1/4"MAX.)
ONCI
EXT.
13/8"MIN. Exr.
r
21116
13/8"MIN.
A. .
SEE
1" IN
O.C., Typ.
2x WOOD BUCK
l"MIN
EXr.
DETAI E. 2-T
2 1/16"
TYP.,
E.D.,
SEE CHA'RT, SHIT I
WOOD INSTALLATION
O.C., Typ.
SEEANCHOR
Typ.
DETAIL G, 2-TRACK FRAME SILL
NOTE 3, SHT. I DETAIL F. 3-TRACK FRAME SILL
CONCRETE INSTALLATION
WOOD INSTALLATION
CONCRETE ANCHOR TYP.,
1"MIN
SEEANCHOR
SEE ANCHOR NOTE 1 SHT 1
2
1 M 611 O.C., TYP- E.D.
NOTE 6 SHT. 1
(1/,V M�xj
fCONCRETE
Typ'
13/8"MIN.
E)(T.
2 V
O.C., TYP. DETAIL H. 3
CONCRETE CONCRETE INSTALLATION
SEE CHART, SHT. 1
EXT.
2 11161O.1c Rp�
CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHT.
DETAIL J, 4-TRACK FRAME HEAE!
CONCRETE INSTALLATION
R.MBS MW.0/11 'I
J. . I vil c NO CHANGE THIS SHEET
..dVr. I D,W R�*—. I
SM0 01/mo S PER MIAMI DADE COMMEWS
— suo —vi 7— 1 PERMANDADECOMMENIS
'1 1: &VQ
SHT. I
-- f
SEE CHART, SHT. 1
X..;ltj SEE CHART
SHT. I
:WOOD BUCK TYP.,
SEE NOTE 3. SHT. I
SEEANCHOR
NOTE 5, SHT. I
(lW MAX.)
i
NOKOMIS, FL 34275
P.O. BQX 1529
NOKOMIS, FL 34274
EXT. 21/16"0.C..TYP. I - E.D.,
DETAIL K. 4-TRACK FRAME SILL TYP.
WOOD INSTALLATIgN
0
WOOD ANCHOR TYP-,
SEE ANCHOR NOTE 2.
SHT. I
I 318"MIN.
3ERIES 770 ALUMINUM SGD - LMI
SGD770 NTS 13 d 23 j2r.Tnnng
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S*MftCode
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CONCRETE ANCHOR TYP., SEE NO TrE 11, SoHT. 11 ONCRETE
2 1 /1 WO.C., TYP. 1/4"MAX. SHIM -
SEEANCHOR
NOTE 5, SHT. I SEE CHART EXT.
(1/4" MAX SHT. 1
2 1/16"
D.C., TY
EXT.
13/8"MIN.
1/411 MAX. SHIM
E)Cr.
WOOD
ANCHOR
Typ., SEE
ANCHOR
NOTE 2.
SHT. I
21116"
O.C., TYP.
SEE CHART, SHT 1
DETAIL L, 4-TRACK FRAME SILL
CONCRETE INSTALLATION CONCRETE
ANCHOR
- l"MIN. TYP., SEE
13/8" MIN. ANCHOR
1/4'MAX SHIM NOTEI,
E)Crr. SHT. 1
WOOD
ANCHOR MIN.
TyP.'SEE
HOR
)TE 2 i
T.
ANCZ'EE
OR 2 1/16" DETAIL 0. 4-TRACK FRAME JAMB
NOTE 2, O.C., TYP. CONCRETE INSTALLATION
SHT. I
13/8"MIN
2XWOCD .-_-Jj---rl/4'MAX SHIM
BUCK ' i
SEE EXT. _u
ANCHOR
/-NOTE3, DETAIL N. 2-TRACKrRAME JAMB
SHT. 1 WOOD INSTALLATION
WOOD
ANCHOR
TYP., SEE
ANCHOR
NOTE 2
DETAIL M, 4-TRACK FRAME JAMB KRING — SHT. 1 .
WOOD INSTALLATION WOOD FRA
P'HOOK MOUNTING ADAPTOR I 1318"MIN.
ANCHORS LOCATED MlID-SPAN 7-
BETWEEN P-HOOIK
INSTALLATION ANCHORS
1"MIN.
2.693"MIN. I �
EXT.
DETAIL S. P-HOOK
WOOD INSTALLATION
NO CHANGE rHIS SHEEr
WOOD ANCHOR
SEE ANCHOR NOTE 2, SHT. 1.
ANCHOR CITY. FROM TABLES
1-3, SHTS. 7-9 PERTAIN TO
THIS ANCHOR LOCATION,
SEE CHART
SHT. 1
1/4" MAX. SHIM -
RT CONCRETE EXT.
ANCHOR
TYP., SEE
ANCHOR
NOTE 1.
SHT. 1
1/4" MAX SHIM —
EXT.
CONCRETE
ANCHOR
TYP., SEE
ANCHOR
NOTE 1.
SHT. I
I ..
----T
2.04"
P
SEE CHART
SHT 1
L
4 051"
21/16"
iN.
D.C., TYP.
D.C.
1B CLUSTER FOR DETAILS
M.N.O.P.Q&R
SEE CHART SHT. 1
SEE CHART
SHT. I
2 1/16"
O.C., TYP.
X WOOD BUCK
SEEANCHOR
-4�-,*`-`�,,,ASO
NOTE 3, SHT. 1
DETAIL R, 3-TRACK FRAME JAMB
CONCRETE INSTALLATION
SEE CHART, SHT. I
P-HOOK MOUNTING ADAPTOR
ANCHORS LOCATED MID -SPAN
BETWEEN P-HOOK
INSTALLATION ANCHORS
ONCRETEIMASONRY
(GROUTED BLOCK ONLY)
SEE CHART,
SHT. I
A=J=-7� EXT.
2.693"MIN.
DETAIL T. P-HOOK
CONCRETE INSTALLATION
SEE ANCHOR NOTE 2. SHT. 1.
ANCHOR OTY. FROM TABLES
1-3, SHTS. 7-9 PERTAIN TO
THIS ANCHOR LOCATION,
'�ERIES 770 ALUMINUM SGD - LMI
P.O. SQx lag
NOKOMIS, FL 34274 j I �SGD77kO 1&�NTSJ_14� 123 lo-"mPGT0002
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MEN 68705
WOOD FRAMING
1318"MIN.
P-HOOK MOUNTING ADAPTOR
SEE CHART, SHT. 1
/-CONCRETE i MASONRY
(GROUTED BLOCK ONLY)
P-HOOK MOUNTING
ANCHORS LOCATED MID -SPAN
1-77
ADAPTOR ANCHORS
LOCATED MID -SPAN
BETWEEN P-HOOK
INSTALLATION ANCHORS
BETWEEN P-HOOK
INSTALLATION ANCHORS
SEE CHART,
SHT. i
1 3X'MIN.
1"MIN.
I-. D . TYPI
'I— � %--WOOD ANCHOR
SEE ANCHOR NOTE 2, SHT. 1.
ANCHOR CITY, FROM TABLES
1-3, SHTS. 7-9 PERTAIN TO
THIS ANCHOR LOCATION,
2.69&'MIN.
DETAIL MM, P-HOOK FOR BOX RISER
WOOD INSTALLATION
DETAIL V, SHT. 18,
ANCHORAGE DETAILS 'A'
I
VC, SHT. 13
�-DETAIL 'U', SHIT. 18,
DLO WIDTH = NOM. PANEL WIDTH - 7" ANCHORAGE DETAILS'E'
DLO HEIGHT = NOM. PANEL HEIGHT - 8.25" & 'G', SHT. 13
114T.
XX-900 CORNER-XX (2 TRACK INSIDE 90' CORNER)
*SEE APPLICABLE ASTRAGAL & IN I ERLOCK PER DP TABLES
Ir --------- I r ------- I I
PANEL PANEL
PANEL
PANEL
TYPE TYPE
TYPE
TYPE
as,
'AV
h
SEE
n,
NOTE
au
3, SHT.
15
SEE ANCHOR NOTE 2, SHT. 1.
ANCHOR QTY. FROM TABLES
1.3, SHTS. 7-9 PERTAIN TO
THIS ANCHOR LOCATION,
I- � 2.693"MIN.
DETAIL NN, P-HOOK FOR BOX RISER
CONCRETE INSTALLATION
DETAVEIT. SHT. 19,
ANCHORAGE DETAILS'N'
&'P', SHT. 14
'BB', SHT. 19
EXT.
/- DETAIL'KIC, SHT. 20
HORIZONTAL SECTION B-B
0 x 1.50"
PH SMS
PANEL CORNER
DETAIL
#8 x 1.001,
PH SMS (OPTIONAL)
FRAME CORNER
DETAIL
NO CHANGE THIS SHEET 1070TECHNOLOGYDRIVE ANCHORAGE DETAILS / EKAMPLE ELE
PER MIAMI DADE COMMENTS NOKOMIS, FL 34275 SERIES 770 ALUMINUM SGD - LMI
P.O.BQX160 6.� — —' -
PER MMMIDADE COMMENTS NOKOMIS, FL 34274 SGD770 NTS 15 , 23 PGTOD02
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REA 68705
NOTES:
DETAIL'CC', SHT. 19-\ DETAIL'BB'. SHT. 19
�__DETAILTF% SHT. 19, DETAIL V-, SHT. 18,
ANCHORAGE DETAILW& DETAIL'EE', SHT. 19 _T
P', SHT. 14 ANCHORAGE DETAILS'W ANCHORAGE
& 7, SHIT. 14 DETAILSN
&
PANEL
PANEL
PANEL
PANEL
I
TYPE
TYPE
TYPE
TYPE
"IT
IL:
-D'
w
MA
I h
HT
BE
SEE
D
NOTE
TAB
3
L JO
*
<3
j
x
x
I
E
p
LES
Im
1. SEE SHT. 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL
HEIGHT AND WIDTH. PLEASE SEE SHTS. 18-20 FOR SECTION DETAILS AND SHTS. 7-15 FOR ANCHORAGE DETAILS.
2. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = NOM. PANEL HEIGHT - 8,25"
3. (1) LOCK (ITEMS 70 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR
ASTRAGAL.
4. PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP TABLES.
AF-
-------------
1759�� rr - - -
hr� ------- 9 r --------- I
H-f — —11-i— — —
— — —
. ----
tA
" i PANEL PANEL
PANEL
PANEL
I
TYPE TYPE
TYPE
TYPE
IN Ics,
Qs,
MA
h
HI
BE
SEE
DF
TAB[
NOTE
3
Lu --------- L4 --------
.ES
DETAIL'U, SHT. 18, DETAIL'U', SHT. 18;
ANCHORAGE DETAILSW XX-90'CORNER-XX (2 TRACK ANCHORAGE DETAILS'E!
PANEL CORNER &'G'. SHT. 13 90*OUTSIDE CORNER) - EXAMPLE &'G', SHT. 13
CONSTRUCTION OXXX (2 TRACK)
DETAILS SHT. 15 EXAMPLE
DETAIL 'CC, SHT. 19 DETAIL'BB', SHT. 19
ZTAIDEY, SHT. 19, DETAILAN, SHT. 10
ANCHORAGE DETAILS'Q' ANCHORAGE DETAILS'S'&'r,
& -IT, SHT. 14 SHT. 14,'MM' &'NN', SHT. 15
TAI
DETAIL W, SHT. 18, ANCHORAGE
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
'Fr
I:
AX
POCKET
IT.
EE
UNDER
SEPARATE
I P
APPROVAL,i
TES
SEE
3
LNOTE
1�3
0
x
x
x
KXXp (3 TRACK RIGHT POCKED
EXAMPLE
THIS SHEET
DETAIL'W', SHT. 18,
ANCHORAGE DETAILS?
& W, BHT. 13
NOKOMIS, FE 34275
P.O.BQX109
NOKOMIS, FIL 34274
DETAIL'BB', SHT. 19
DETAIL 'HH', SHT. 19, DETAIL 7, SHT.1
ANCHORAGE DETAILS'M'
&'0', SHT. ANCHORAGE DETAILST
& -T, SHT. 13
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
Im.
'F-
-F-
.1c
MA
HT
BE
D
SEE
TAB
TE
N OT
Ll
3
3
x
x
x
x
E
p
LES
v
DETAILY, SHT. 18,-/---
XXXX (4 TRACK 13Y-PASS) ANCHORAGE DETAILSW
EXAMPLE SHT. 13 &'12, SHT. 14
ATIONS
EXAMPLEELEV
m�
SERIES 770 ALUMINUM SGD - LMI
�1�z I..ftft
\,I—�Tspi� &23 PGT0002_A
DETAIL V% SHT. 18,
ANCHORAGE DETAILSN
& 'C', SHT. 13
lGi-v-DETAIL -EE', SHT. 19,
ANCHORAGE DETAILS W
&'P', SHT. 14
'1313% SHT. 19
DETAIL VY, SHT. 20
INT.
E)Cr.
HORIZONTAL SECTION A -A
ru"VCT REMO
Few" coft
Am""m me,
V*YNN 441Z
58705
140.
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to 11 Ik
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.... ......
' �10 . NN, o"' 1�1
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A. LYNm'�LWR','P\.E.
PAR 56705
PANEL LETTER
PANEL LETTER
p
SINGLE FIXED
INTERLOCK
LOCKSTILE ASTIPM4GAL
NOTE:
1. SEE DP TABLES FOR
LOCKS77LE
(BOX IN)
PANEL WIDTH &
APPLICABLE ASTRAGAL &
R
FIXED SINGLE
LOCKSTILE
m
LOCKSTILE SINGLE
INTERLOCKS.
INTERLOCK
INTFJ?LOCK
TASTR4GAL
CLL; FIXED
CORNER SINGLE
(BOXCUO
OUT LOCKSTILE
CS
RECEIVER INTERLOCK
T
ASTRAGAL FIXED
s c
SINGLE CORNER
(BOXIN)
IN LOCKSTILE
INTERLOCK RECEIVER
sFIXED
ASTRAGAL
LOCKSTILE
Qs
CORNER SINGLE
INTERIOR
(BOXOVr)
OUT
LOCKSTILE INTERLOCK
(ALL PANEL TYPES)
sFMD
ASTR4GAL
SINGLE CORNER
EXTERIOR
LOCKSTILE =r—
SQ
INTERLOCK LOCKSTILE
(BOXINI
L
SINGLE ASTRAGA
SINGLE
cOCR.,V' 'ERR
(OOXOLM
INTERL our
OCK
AS
INTERLOCK
LR
ASTRAGAL SINGLE
-------
SA
SINGLE CORNER
foaxom
OUT INTERLOCK
ffc
INTERLOCK RECEIVER
N
ASTRAG41. SINGLE
C/
CORNER SINGLE
(BOXOUT)
IN INTERLOCK
LOCKSTILE INTERLOCK
c
SINGLE ASTRAGAL
INTERLOCK
Ic
SINGLE CORNER
ru"veruvi"
(BOXIN)
IN
INTERLOCK LOCKS77LE
"dwepwnwack.rie"
B
SINGLE SINGLE
INTERLOCK
CORNER MED
Codw
A.wpft.e A A- I D IA - I
-x
INTERLOCK
CF
RECEIVER LOCKSTILE
F
SINGLE SINGLE
INTERLOCK
FC
FIXED CORNER
INTERLOCK
LOCKSTILE RECEIVER
E
SINGLE------------------ --- SINGLE
INTERLOCK INTERLOCK
pp
SINGLE FIXED
INTERLOCK LOCKSTILE
K
IN SINGLE LOCKSTILE
TERLOCK
nm
FIXED SINGLE
Firl
LOCKSTILE INTERLOCK
UASTRAGAL
OUT LOCKS77LE
(BOXGLM
U
ASTRAGAL
180XIN)
IN LOCKSTILE
SINGLE
A
INTERLOCK LOCKSTILE
�YNN k,
SINGLE
D
LOCKSTILE
INTERLOCK
go.
LOCKSTILE ASTR40AL
(BOXCUT)
OUT
It Luz
0 rjq -
R. .
11/11
NO CHANGE THIS SHEET
PANEL TYPES
t w
t
ST,%[F
10,
1070 TECHIVOLOGYDRIVEI
NOKOMIS, FL 34275
UUT
SERIES 770 ALUMINUM SGD LMI
W.mr
mw— R.*b.:
sMc
11/1"9
A
PER MIAMI DADE COMMENTS
P.O. BQX 1629
NoKovis, n s4274
A.. LYNN RAR"P"E"'
�W
7PGT0002
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oa(05109
SGD770
NTS
1 1'7 - 23
1�'
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SILL RISERS OPTIONS
EXT. 1.567"
—f
FLUSH BOX SILL RISER
EXT. 1.667"
-7
FLUSH FLAT SILL RISER
113
69
E XT
XT
DETAIL'V'
FIXED PANEL-\
SHOWN
FIXED M
SHO'
72 OR ii
7
113
5
DETAILU
1W11/11 C NO CHANGE THIS SHEET
IPER MAMI DADE COMMENTS
11/faVOI A I PERMMMIDWECOMMENTS
21
2.555"
EXT- 4 —4
LOW BOX SILL RISER
20
EXT.
LOW FLAT SILL RISER
DETAIL W
23
3 305"
MEDIUM BOX SILL RISER
22
EXT.
MEDIUM FLAT SILL RISER
NOKOMIS, FL 34276
P.O. BQX 1529
NOKOMIS, FL 34274
:IXED PAN
SHOI
24
4.055'
r:xT- 4 j
HIGH BOX SILL RISER
25
4.055"
EXT. ��j
HIGH FLAT SILL RISER
DETAILZ
DETAIL Y
EXTERIOR INTERIOR
(ALL VERT. SECTIONS)
2
112
EXT.
)(T
45
.52 61W
63
DETAIL'LU SCREEN
AT HEAD
SERIES 770 ALUMINUM SGD - LMI
4.w� —
SGD770 I�NTS 1 18 - 23 1 - �PGT0002
DETAIL'MM'SCRSEN
AT SILL
U*#ftm No D
401rom saw
14o.56105
srxm oil,
0.
IrLoalo
N
A. LYNN LIE1 R%,'P.E.
STANDARD ASTRAGAL
DETAIL'BB'
LOM I MIL WV
CHANGE THIS SHEET
HEAVY DUTY ASTRAGAL
AND STILES
DETAVEIT
16
C60 OR 61)
113 108 105
A T
T MIDSPAN
DETAIL 'DD'(FIXED PANEL)
<� INTERIOR
(ALL HORIZ_ SECTIONS)
�5 EXTERIOR
p 14
OR 61
11 108 106
AT MIDSPAN
DETAIL 'FF' (FIXED PANEL)
-ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 11-3,
SHTS. 7-9 FOR DP (PSF) ASSOCIATED WITH STILE
1070 TECHMOLOGYDRIVE
NOKOMIS, FL 34275
PER MIAMIDADE COMMENTS P.O. BqX 1529
NOKOMIS, FL 34274
DETAIL'HHI'
DETAIL'GG'(FIXED PANEL)
10RIZONTAL SECTION DETAILS
W
3ERIES 770 ALUMINUM SGD - I
=7'70 jlkTSJ_l� �23 J'�
ATJAMB
PGT0002
wo
113
DETAIL'11'
ru=.UCT ARVvisp
wm *A nw
A.. * N . 16- D - 161 'A - I Y-
v,(NN AfIZ4,
& ..........
Z*:: t4o.58%)5
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S-f E
A. LY N N 9 LYERl P'
P.E.#68709
5
7
flF,
DETAIL'JJ'
(90- OUTSIDE CORNER, 2-TRACK SHOWN)
NO CHANGE THIS SHEET
SMC 1 1111OM9 1 A I PER MMMIDADE COMMENTS I
NOKOMIS FL 34275
P.O. BOX 1629
NOKOMIS, FL 34274
7
5
DETAIL'KK'
(90- INSIDE CORNER, 2 TRACK SHOWN)
LIORIZONTAL SECTION DETAILS, CO
ft
SERIES 770 ALUMINUM SGD - LMI
SGD7711 kTS 110 1 23 PGT0002
vlo. 55105
ti
of
s-TPVS N-
A. N R"P\E\.
REM 58705
ITEM
PST Dwa. 0
PST. #
Descdptlan
1
17306
6173136
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEADIJAMB ADD -ON
7
17304
617304
2-TRACK SILL
6
17301
617301
12-TRACK SILL WITH SCREEN RAIL
9
17307
617307
3-TRACK SILL
10
17310
617310
4-TRACKSILL
11
17313
617313
FRAME BILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN AOD-ON
13
17316
617316
FRAME SILL SCREEN END ADD -ON
14
17305
617305
2-TRACK JAMB
15
173D2
617302
2-7RACK JAMB W17H SCREEN RAIL
16
17308
617308
13-TRACK JAMB
17
17311
617311
4-TRACK JAMB
18
17322
617322
SILL RISER - 0
IS
17319
817319
SILE RISER - 0 HOLLOW
20
17321
617321
SILL RISER - LOW FLAT
21
17318
617318
SILL RISER - LOW HOEL-O—W
22
17355
617355
BILL RISER - MED FLAT
23
17364
817364
SILL RISER - MED HOLLOW
24
17320
617320
SILL RISER - HIGH HOLLOW
25
17323
617323
SILL RISER - HIGH FLAT
26
17333
617333
POCKET DOOR P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKET DOOR P-HOOK MOUNT
29
17335
617335
P-HOOK COVER
30
17348
617348
POCKET DOOR P-HOOK FOR BOX RISER
OPTIONAL PARTS (NOT SHOWN IN DRAWING)
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
4118113
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
4317
612258
SCREEN TOP RAIL
46
4318
612267
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER - ST. STIL.
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1692
61692
SCREEN SPLINE -.165
52
1694
61694
SCREEN SPLINE -.150
53
81816020
SCREEN CLOTH
54
1725
11Z'x 4"x 1116"SITTING BLOCK
55
. 1 i
i
P" XW'XI/16"Srrr[NG BLOCK
202
GLASS
7/1 LAMINATED HT-HTPVB
203
2!Ag§
sm LAMINATED Hrr-HT Pve
204
GLASS
7/16 LAMINATED HT -HT SGP
205
GLASS
9116 LAMINATED HT -HT SGP
NOTE: ALL ALUMINUM = 6063-T6
10/11/11'
NO CIMINGE THIS SHEET
of/05110
AVECOMMEWS
i %"M
PER MAMIDAUECOMMENTS
ITEM
PGTDn.#
PGT. #
Desoflption
60
17325
617325
PANEL STILE
--R1--17326
017326
--0-327
PANEL STILE (HEAVY DUTY)
62
173F7--
INTERLOCK ADAPTOR
63-
1225
GTP248
VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) -
64
1729
71729
SILL END WEATHERSTRIP PAD
—17328
617328
INTERLOCK SCREW COVER
67
17329
617329
ASTRAGAL
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17360
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
7T
1695
71695
1 lir X T' X 3/4" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL. ROLLER ABBY.
f3-
8153
78153N
TANDEM NYLON ROLLER ABBY.
74
SILICONE
DOW 899 OR 09.5
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71037.XIFPFX
010-32 X I" FL SS SCREW W/ TYPE "F'TTP
77
7103239 -
10-32 STEEL ZINC U-NUT
78
17358
617358
3116 & 1/4 OGEE BEAD HORIZONTAL
79
17357
617357
T' IS BEAD HORIZONTAL
iO-
—17359
617359
7/16 BEAD HORIZONTAL
al
17360
6173 .9116
BEAD HORIZONTAL
82
1224
IVINYL BULB WEATHERSTRIP
83
1/2"X 1/16"SINGLE SIDE ADHESIVE TAPE FOR IS BEAD
100
E052
48052
ROLLERADJ. HOLE PLUS
72087
JAMB BUMPER
TOT
1696
71698
DUSTPLUG
103
8186
7818EX
1"KEEPER
lD4
653
7SOKEEP
SCREEN LOCK KEEPER
70-5-
1-7344
617344
FNED PANEL CUP - 6' LONG
106
17352
617352
EXTERIOR FDED PANEL RETAINER
107
1739
71739
HANDLE Krr - INTERIOR RAisED wrrH THUMB TURN
108
1740
71740
HANDLE Krr- RAISED EXTERIOR HANDLE
-TO-9-
1731
78162SN
HANDLE KIT - RECESSED INTERIOR WITH THUMB TURF--
T-10-
1732
78178
FIANOLE KIT - RECESSED EXTERIOR PULL
ill
710)04PPSDAX
#10 X 3f4'PH. PN. TEK - S.S.
112
1235
67sle
WSTP, .270 X. 170 - FIN SEAL
113
1712
64066
.187 X.230 FINSFAL
114
71OX115PPX
#IOX 110
115
711 T
, 111XV
!i
7.,rt
"X
_6
, � X 1. ST. STL.
720XI 12)(
#14-20 X 10ST. SIL.
817336
CORNER RECEIVER
617337
OUTSIDE CORNER ASTRAGAL
6117338
INSIDE CORNER ASTRAGAL
210
GLASS
LAMINATED 10 3116T - 7110 LAMINATED H`r-HT PVB
211
GLASS
LAMINATED IS 114T - 7/16 LAMINATED HT -HT PVB
2!!
GLASS
LAMINATED IS 311 OT - 7116 LAMINATED HT -HT SGP
21,
GLASS
LAMINATED IS 1/4T- 7/16 LAMINATED HT -HT SGP
'0 TECHNOLOGYDRIVE
IVOKOMIS, FL 34275
P.O. BOX 1520
NOICOMId. FL 34274
SG0770 I NTS 1 21 1 23
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"Idl"Coft
Aompum".11-10 %s-
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0
mi
A. LY�14 VIRaR"P.E.
PGT0002 P E.#48705
1.303"
0 718"
0.325" 0.779"
0.0621" 0.062' 0.0507
0.264-
0 831" 1 , 050" 5 1.003
",3" �-+ 0. 7
0.76Z' 289" 0.75
0.05
0.08011, 0. 0.05011,
INTERLOCK SCREW COVER FRAMESCREWCOVER GLAZING BEAD (SINGLE) SILL TRACK GLAZING BEAD (I.G.) FIXED PANEL CLIP
(65) MArL; 6063-T6 (6) MAT'L: 606346 (78) MAT'L: 6063-T6 0 1) 9A--rL.6063-T6 (79) MATL: 6063-T6 --T L
(lo5 NWr . -6o63-T6
0.233- 0 752"
0.060
P-HOOK SCREW COVER
(29) mArL: 6063-T6
3.802"
1.163" 0.885"
L
0.080"
V. I'do -
0.281"
00801, 0.062"
1.86
0.709" 1.162-
-j L 1559, 1.739
XED PANEL RETAINER INTERLOCK
(106) MATL: 6063-T6 %--)MArL: 6063-T6
1.645"
F 2.3014"
i I
7i 0.7E
0.062"
P-HOOK MOUNTING ADAPTOR
(28) MATI-: 6063-T6
P-HOOK FOR BOX RISER HEAVY DUTY ASTRAGAL
3.802" STANDARD ASTRAGAL (68) MArL: 6063-T6
(30) MAT'L: 6063-T6 (67) MATL: 6063-T6
4.125" 4" 4"
0.574" j
L=R: u pm
'JE 62" 1.c
0.075" 1.6" 0.133"
0.062" 1.6" room
kuldlbs CS&
P-HOOK Ampftmit-u-101*44
(26) MAT'L: 6063-T6 3.126" rwo- *- -1
3.21 STANDARD STILE 3.125"
owl,
TOPIBOTTOM BOTTOM RAIL (60) MArL: 6063-T6 HEAVY DUTY STILE
(69) MATL: 6063-T6 0.232" (61) MArL: 6063-T6
0.750" 0.750"
0.062 9. 7-
F I -T� 0.232"
0.062" 0.062' (40) MArL: 6063-T6 0.062"
- 0.750" FLUSH FLAT SILL RISER 0.232"
(18) MATL: 6063-T6
4.055" 3.305" F7 0.906" 0.232" 3.055"
0.062" --T 3.206"
2.555" 0.062" --U 2.455"
1.567 N
\,'(14 A4141
0.062" 0.062" 0.062" 5005 7�
HIG SER MEDII SILLRISER LOW BOX SILL RISER. FLUSH BOX SILL RISER LOWFLATSILL RISER HIGH FLAT SILL RISER
uj
(24) MATL: 6063.T6 (23) MATIL: 6063-T6 (2i)mA-rL:6063-T6 --(1-9)mA-rL..6063.T6 (20TMATL 6 6
uj
le
J'S : of
0 NO CfMGE THIS SHEET 6
10 FLOSX
NOKOMIS, FL 34275
l smc 11/16= A PER MIAMI n4DECOMMENFS P.O. BQX 1629 SERIES 770 ALUMINUM SGD - LMI
w.dEF 7w-.- mw� U(!C; ,,/' 9SIONPN�
V.-fir. aft - Z F.-"d By NOKOMIS, FL 34274 0 1�- A. LYi4 WdaA:P'\E.
- SMG 08105109 RJA SGD770 17TSJ�22 �23 1-7PIGIT0002 5
5.069
8.562"
1.505"
00801,
4-T SILL
(10)m 63-T6
— 6.198"
rFTI
0.081.
2-TRACK HEAD % REEN TRACK
"A711 s anaj=F
6.526" 1
0.080" 3-TRACK SILL
(9) L: 6063-T6
6.221"
7.105"
1.211
0.080"-
2-T �ACK SILL W1 SCREEN TRACK
0.081"' — (8) MATL: 6063-T6
3-TRACK HEAD
(31 MATL, 6063.T6
9.142"
1.211
4-TRACK HEAD 0-081'
(4) MAT'L: 6063-T6
5.61,21"
4"
INSIDE CORNER ASTRAGAL
(120) MAT-L. 6063-T6
mo cHANGE THIS sHEEr
Wiffvgj
1.045"
0.062"
SCREEN TOP RAIL
(45) MAT`L: 6063-T6
7-1 0-875"
1.43�
i— 0.06T
SCREEN BTM. RAIL
(46) MATL: 6063-T6
4.49"
1.506"
0.0110" 2-TRACK SILL
(7) MAT'L: 6083-T6
OUTSIDE CORNER ASTRAGAL
(119) MAT'L: 6063-T6
NOKOMIS, A 34275
P.O. IIQX 109
NOKOMIS, n 34274
— 1.03"
1
2.893"
0.080,
L P2826-
CORNER RECEIVER
(118) MAT'L:6063-T6
3-TRACK JAMB
(16) MAT'L: 6063-T6
EXTRUSIONS
151,
0.0811,
5.069"
E
2-TRACK JAMB
(14) MArL: 6063-T6
4-TRACKJAMB
(17) MAT'L: 6063-T6
I SERIES 770 ALUMINUM SGD - LMI I
SGD770 I NTS 1 23 - 23 1 PGT0002
2-TRACK JAMB W1
SCREEN TRACK
(15) MArL: 6063-TO
rRODUCT PAvww
Buldift Code
samw Dom
.10111,111 '.
LYNIV
V%CENSW
No. 58705
.a CA
At I. 1 11
6 E F
AAYNN I &',P.E.
PE.0 63705
B.
MIAMI- MIAMI—DADE COUNTY, FLORIDA
Lwau� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590, F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www-m1amJdQde_,gffl1Lqrjg
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
SCOPE:
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 AHJ 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 Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11SH-70011 Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets I
through I I of 11, dated 09/01/2005, with revision "D11 dated 10/07/2011, prepared by manufacturer, signed
and scaled by Anthony Lynn Miller, P. E., bearing the Miami -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.
LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be
required for Glazing Option "M" at installations above 30 Ft, above ground (See - sheet I of 11).
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 NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above,
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 11-1013.14
MIAMI-DADE COUNTY Expiration Date: March 26, 2016
ApprovalDate: November03,2011
%W Page I
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets I through
11 of 11, dated 09/01/2005, with revision "D11 dated 10/07/2011, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted underprevious NOA No.07-0322.06)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and
sealed by Edmundo Largaespada, P. E.
(Submitted underprevious NOA No.07-0322.06)
3. 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 single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted underprevious NOA No.07-0322.06)
4. 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 single hung
window, with fin frame, prepared by Fenestration Testing Laboratory; Inc., Test
Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and
sealed by Edmundo Largaespada, P. E.
(Submitted underpreviousNOA No. 05-1018.01)
Product Control Section Supervisor
NOA No. 11-1013.14
Expiration Date: March 26,2016
Approval Date: November 03,2011
E-1
PGT Industries
NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Inipaci Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted underprevious NOA No. 05-1018.01)
4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per F13C, TAS 203-94
along with marked -tip drawings and installation diagram of an aluminum single hung
window, with fin fi-arne, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4948 and FTL-4646, dated 08110105, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-1018. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 01/11/2011, prepared, signed andsealed by Robert L. Clark, P. E.
Complies with ASTM F,1300-04
(Submitted underprevious NOA No,11-0128.03)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co,, Inc.
for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 issued to Solutia. Inc. -for their "Saflex and
Vanceva clear and color interlayers : " dated 05/05/2011, expiring on 05/21/2016.
1 .
Jaime D. Gasco)i, P. E,
Product Control Sectiou Supervisor
NOA No. 11-1013.14
Expiration Date: March 26,2016
ApprovalDate; November03,2011
B-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and compliances with the FBC-2007 and
FBC-201 0, dated October 07, 201 l','signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest and independency, dated October 07, 2011,
�igned and sealed by Anthony Lynn Miller, P. E.
3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958,
FTL-5063, FTL-4645, FTL-4649, FIFL74723, FTL-4947, FTL-4650, FTL-4948
and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through
08/10/05, all signed and sealed by EdmUndo Largaespada, P, E.
(Submitted under previous NOA No. 07-0322.06 and 05-1018.01) -
G. OTHERS
1. Notice of Acceptance No. I ' 1-0405.10, issued to PGT Industries for their Series
"SH-700 Aluminum Single Hung Window - L.M.l.", approved on 04/21/2011 and
expiring on 03/23/2016.
94� - �-
Jahne D. Gascbn, P. E.
Product CoBtrol Section Supervisor
-NOA No. 11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
E-3
,& GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A , 5116" LAM] CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
B. 6116"LAMI CONSISTING OF (1) LITE OF IIWANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PVB INTERLAYER.
C. 5116"LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXiKEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7/16"LAMI CONSISTING OF (2) LITES OF 3119- ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
E. 71V'LAMI CONSISTING OF (1) LITE OF 3/1WANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE
MAXIMUM PVB.
F., 7/16"LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BLITACITE 0 ' R SAFLEYJKEEPSAFE MAXIMUM PVB INTERLAYER.
G. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 118"ANNEALED GLASS WITH A
.090 DUPONT BLITACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER.
H. 13116"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 51&'LAMI CONSISTING OF (1) LITE OF 118- ANNEALED GLASS AND (1) LITE
OF 118" HEAT STRENGTHENED -GLASS WITH A.090 DUPONT BUITACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
1. 13/16" LAM] IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116"LAMI CONSISTING OF (2) LITES OF 1/8"HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
J. 13116"LAMI IG: (1) LITE OF 1/81' TEMPERED GLASS, AN AIR SPACE AND 7/1&'LAMI CONSISTING OF (2) UTES OF 3/16'ANNEALED GLASS WITH A
1.09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
K. 13/16"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 71&'LAMI CONSISTING OF (1) LITE OF 3116"ANNEALED GLASS AND (1) LITE
OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB.
L. 13/13"LAMI IG: (1) LITE CiF 1/8" TEMPERED GLASS. AN AIR SPACE AND 7116- LAM[ CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS
WITH AN.'000 DUPONT BuTAcrrE OR SAFLEYJKEEPSAFE MAXIMUM PVB INTERLAYER.
,&M. 1311&'LAMI IG� (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116- LAMI CONSISTING OF (�) LITES OF 1/6' ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR
SAFLEXIKEEPSAFE MAXIMUM PV13 INTERLAYER.
2. CONFIGURATIONS: "OX" (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A -
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651. FTL-4723, FTL-4957. FTL-4958 AND FTL-5063.
ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION
AOM-2000 ALUMINUM DESIGN MANUAL
8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
� HURRICANE ZONE (HVHZ).
FB0 UPDATE iDIQTECHNOLOGY DRIVE GENERAL NOTES
9GE0 CAP GLASS TYPE TO 7EMPERED FROM HS NOKON3, FL 34276
VGENOTES387. ADD NOTE 9. ADD GIASS TYPEM ALUM. SINGLE HUNG W�
P.O. BQX 1620
�T-6 1. GLAZKG OPTIOWS NOKOMIS, FL 34274 Visibly Better
.-- I SH700 NTSI I all
IMPACT
4040-20
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
I
GLAZING DETAILS ............
2
DESIGN PRESSURES .......
3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ............ 5
PARTS LIST ......................
6
EXTRUSIONS .................... 7
CORNSR DETAIL ..............
7
ANCHORAGE ....................
8-11
PRODUCTREVISED
us complying with the Ffmide
Rudding code -. . .
"xx-\;q14N Mitt "I
LU
5'(p,
0. FLO
A. NOLL P.E.
FL P.E.# 58705
10,81 or 8,
112"NOM.
GLASS BITE
N
WANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
*6116" NOM.
S/ �TED GLASS
X
1/2" NOM.
GLASS BITE
or
NOTE:
LAM] IG OUTBOARD LITES MAY BE
UPGRADED TO 3/16"WITH NO CHANGE
IN DESIGN PRESSURE.
1/2" NOM.
GLASS BITE
-T
EXTERIOR INTERIOR E!'>
<�j -
v
(ALL SECTIONS)
(ED
3/16'ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
i/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/16"LAMINATED
7/16" LAMINATED GLASS
H
W"NOM.
GLASS BITE
70
I/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/10'ANNEALED OR HEAT STRENGTHENED GLASS
—.090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER
— I/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS
— 5/16" LAMINATED 7/16" LAMINATED
AIR SPACE AIR SPACE
— 1/8" ANNEALED OR TEMPERED GLASSA I/8"TEMPERED GLASSA
—13/16'NOM. 13/16- NOM.
13/16" LAMI IG GLASS WI 5/16" LAMI 13h 6" LAMI IG GLASS W1 7/16" LAMI
www. row I
Aj. 10107111 o No cHANGES THIS SHEEr 1070 TECHNOLOGY DRIVE aAZING DETAILS
it—dilw —04101111 CHMGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMIS, FL 34275 F* ALUM. SINGLE HUNG WINDOW,
J.R. -Ac.--T- IMPACT
R..dW. n`b.- p 629 1�2 1 11 lv.�Vft 4040-20
FX 11/13/08 B ADD ITEM 92 To 5116 LWI I.G. CLASS (AA,4) & LAW IG NOTE
v— W. v sf—� 1,10i00033!X2 24274 Vuibly Better SH700
F.K. 91f105 MY Z23107 1
PRODUICTREVISED
a& complying with the Florida
BuildingCado .. .,
140.
i W=
X4 -110'f11J- -uz
10 of
sip. V...
0
..........
8SIONNX�
A. Lq0MILLV-k,\�.E.
FL P.E.# 68705
111 F�ANGE OR INTEGRAL
BASED ON FLANGED WIN
I WinTH I GLASS TYPE
W
62"
1 lie"
Wl HIGH SILL
63" 1 66..
-MEETING RAIL
0 0 7
H
"X"
0
STANDARD VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION&
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE 30 3la" 41V' 506181, 63" 7w,
TABLE 2.
7w -
46"
A,B,M,&--
+80.0
-80.0
+80.0
-SD.0
+80.0
40.0
+110.0
.80.0
+70.0
-70.0
+70.0
-70.01
+70.0
-70.0
to-,
A,S.M
00.0
-80.0
+80.0
-8D.0
+80.0
-80.0
+79.9
-79.9
+70.0
-70.0
+70.0
-70.01
+70.0
-70.0
62"
A S'M'&
+00.0
-80.0
+aO.o
-00.0
+80.0
40.0
+76.9
.70.9
+70.0
-70.0
+K8
8.6
+67.6
-67.4
63 1W
Ai,MAN
+80.0
.80.0
+ao.o
.80.0
+110.0
.80.0
+75.0
.75.0
+65.0
.08.0
+66.7
-w.7
+65.6
-65.1
Up To 63 lie',
C.D.E,F,G H I J K.L
+80.0
.60.0
+80.0
.60.0
+00.0
-00.0
+80,0
.80,0
*70.0
-70.0
+70.0.
.70.0
+70.13
-70.01
USTOM VIEW & RADIUS -TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION& TABLE
�ASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. Wl SASH ?W'FLANGED AND TV'INTEGRAL FIN)
------ I GLASS TYPE 1 17 IIW' 1 22 1111V' 1 28 311V' 1 33 314!' 1 30 5110" 4413116" 1 50 31V' 1 65 1511V
WIDTH
63 118" +80.0 1 -60.0 1 +80.0 1 -80.0 1 +80.0 1 -60.0 1 +80.0 1 -80.0 1 +70.0 1 -70.0 1 +70,0 1_-70.0 1 +70.01 -70.0 1 +70.01 -70
GLASS TYPES:
TEST REPORTS TABLE 4.
A. 6/16" LAMI - (Ilff-A..090.1/8"A)
FTL4647,4648, 4723,4957
B. 8116' LAMI - (I 16-A..090,116-HS)
FTL-4647, 4648
C. 5116- LAMI - (Iff.K.090,1/11PHS)
FTL-4647, 4648
D. 7/16" LAMI - (3/16"A..091), 3/16"A)
FTL4645, 4885
E. 7116" LAMI - (3/16"A,.090, 3/16"HS)
FTL4646
F. 711&'LAMI - (3il6"HS,.090, 3?16"HS)
FTL4646
G. 13/16" LAM[ 10 - 11/8"T, AIR SPACE, 6/16" LAMI - (11V'A,.090,1ffA)
FTL4646, 4723
H. lSh6" LAMI 10 - 1/6' T. AIR SPACE, 5/16"LAMI - (116'&.090,118"HS)
FTL-4646
1. 13116"LAMI IG - 1118"T. AIR SPACE, 6/16" LAM[ - (11V'HS,.090,lffHS)
FTL4646
J. 13he" LAMI IG - Iff T. AIR SPACE, 7/16" LAMI - (3/16"k.090,3116"All
FTL4649,4650
K. 13/16� LAMI 10 - Iff T, AIR SPACE, 7/16" LAMI - (311&'A,.090, 311&'HS)
FTL-4649. 4650, 4058
L. 13/16" LAMI 10 - 1/6"T. AIR SPACE, 7/16" LAMI - (3/16'HS..090, 3llv'HS)
FTL4649, 4650
IM. 13AG" LAMI IG - 1/8"A. AIR SPACE, 6/16" LAMI - (1/6"A..090, 1/rA)A\
FTL-5003
77'�
10"
HT. MEETING RAIL
IX" H
W`LT.
MINUS
SASH
HT
H MEETING RAIL 4
M !I
__j
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
i PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" MINIMUM TO 38" MAXIMUM.&
NOZ00p INTSIl -11 r 4040-20
15V253240274 I Vibly Be. wr I Sh'M
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0 \�414N 44114
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S � �Tb' r �
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FL P.E.# 58705
SEE DLO
TABLE
L
T-
SEE DLO
TABLE
O'M
I
TABLE
I SEE DLO
49 5/8" MAX. FI)
DLO (ALL)
x
481K'MAX.
VENT DLO (ALL)
1/1
5. 1- M . —N.— -1
52 1/8" MAX. I.F, WIDTH
D—]
76 AX.
HE(((( HT
SEED
Al
TABL
76"11
AX
GED
3JFLk
8/16"
HEIGHT
T
MAX.
SASH
SEED
HE]
HTI
TABL
13 --J
DETAIL D
VIEW (CUSTOM SASH)
t
76'MAX.
A LF .
HEI ' HT
A
76" 1 AAX
FLANGED
HEI HT
SIE
DETAIL B
VIEW (STANDARD SASH)
E—�
76" AX.
I.F.
E —J HEI HT
SEE DLO
A
TABLE
�TT
0
;/0/
761 4AX.
FLANGED
HEI HT
20"
SEE DLX�;
SASH
HEIGHT
DETAIL E
RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. 89E SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. A
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
x �e
DETAIL C
VERTICAL DAYLIGHT
OPENING
DETAIL
FIXED LIM
LOW
SILL
HIGH
SILL
A
34 1/2"
34 3119'
B
415/8"
41 1/4"
c
41 I/V'
40 W8" I
D
62 5/8"
52 111/16"
E
I R2 1/4"
52 5/16"
SASH
DETAIL
LOW
SILL
HIGH
SILL
A
34 1/2"
34 3/16"
B
27 7/16"
27 1/8" 1
c
27 7/16"
27
D
16 3/8"
153/4"
E
16 3/8"
15314"
TAULE 5.'
INO CHANGES THIS SHEET
1070 TECHNOLOGY DRIVE
ELEVATIONS
0410,11,
c
NO CHANGES THIS SHEET
NOKOMIS, FL 34275
P.O. Bgx ...
NOKOMIS, FL 34274
ZLIM. SINGLE HUNG W1
ft
Ivism
"'VIADD
GRAL irm ap.) vERstom, CHG. NOTE I ADD NOTE4.
Visibly Bermr
1
SH700
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1 4 1 11
Ift.
cl"*191
J.J.
2123107 1
IMPACT
4040-20
78"MAX.
I.F.
HEI ' HT
A
76"MAX.
FLANGED
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11
DAYLIGHT
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OUTSIDE
VENT
DAYLIGHT
OPENING
04101111
INSIDE
T8 OR 1
(LOW SILL)
SEE NOTE A13OVE
nULTRALIFT
12 ONLY
'TION B
w -B
SILL SHOWN)
CHANGES THIS SHEET
CHANGES THIS SHEET
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL 130TTOM LOCKS, (1) &'FROM EACH SIDE OF SASH.
MAX. VENT DAYLIGHT OPENING
INSIDE I I I
----- WWI -----
rA
91 W-1-0 I I I 'Lai MR
2-4— lw�—E
NOTE: BALANCE PARTS USED
hi BASED ON SASH WEIGHT
I I PUTSIDE
MAX. FIXED LITE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
I N -f -E (f R-A-L- F —IN 0. V) -�RTM —ES E ET I 5WS-Z-- --CN S �10 E)
HIGH 30
L
=1110=1 j IL
HIGH SILL ar I LOW SILL HEAD
68 J:�-2.1710—
ALF. FRAME
OUTSIDE
ILL)
ULTRALIFT
12 ONLY
ALTERNATE HIGH SILL
D-v�
SECTIO!
10 TEUNOLOGY DRIVE 0 ��
NOKOMIS FL34276 P0 r
2.710"
%vidi ific Florida
Li N N
3�7
SECTION C-C
s
RADIUS TOP
DETAIL- FLANGED VERSION)
STAX e 0
..........
1 529 ALUM. SINGLE HUNG WINDOW, IMPACT //, olONAv: \\
P OiS I Viribly Betwr A. LYWUfflL1R,\P\.E.
NOIZO 18�FL34274
WOO 11� 4040-20 I'wb FL P.E.# 58705
=
DWGL#
. DESCRIPTION
PGT#
I
4002A
FLANGE FRAME HEAD
012225
2
1155
#8 X 1.000 QUAD PN. SMS
781 POA
3
40030
FLANGE FRAME SILL (LOW SILL)
612226
5
'1626 .
ADHESIVE oFE—N CELL FOAM PAD
7PAD1626
6
4064--
FLANGE FRAME JAMB
812227
7
4025
SASH STOP
6112244
8
4025
SASH STOP (EGRESS) 1.126 LONG
612244
9
4028
SPIRAL BALANCE, 3/8", 818". OR 11116-
10
1080
BALANCE COVER, 3/8" OR 518"
6BALCVR916
11
#8 X.750 PH. PN. SMS
7634M
12
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78ALTBKT
13
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SASH TOP GUIDE'
42604
15
#8 X I PHILLIPS FLAT HEAD S. STL
78X1FPAX
16
1 1080-1
BALANCE COVER, 11/16"
6BPLCVR870
17
1 4063
SASH STOP COVER
64053
4029-1
SASH BRACKET
7ULORKT
19
#8-32 Xir2"LG. PH. FH. TYPE FS. STL
7832Xl2FPFX
21
4054C
FIXED MEETING RAIL
e4054C
K18
23
4006C
SASH TOP RAIL
64006
26
1236
WSTP.,.170 X.270 BACK, FIN SEAL
678160
26
1096
SMEP LATCH
71006
27
—
i-0-16
#8 X.625 PH. PL. SMS
7668
28
4007
SASH BOTTOM PAL (LOW BILL)
612230
30
1226
V&'1P.. BULB VIM
670249
31
4008-
SASH SIDE RAIL
612231
34-
1268
SASH ACEGUIDE
42601
35
1622
LAMI SETrING BLOCK 3132"X25164"X I"
71622K
.36
1062
LAMI IG SETTING BLOCK I " X 314"X 1/16"
71052K
37
1224
MNYL GLAZ. B BULB (THICK)
6TP247WK
38
1225
VINYL GUE. DEAD BULB (THIN)
6TP248K
41
40398
GLAZING OEM, 6116 LAM. GLASS.
640398
42
40448
GLAZING BEAD, 6116 LAMI WIGRILL KIT
844703
44
4222A
GLAZING OM, 7/16"LAMI
64222
46
985C
GLAZING BEAD, 7/16"LAMI W/GRILL KIT
6986
46
4067
GLAZING BEAD, 13/16" LAMI I.G.
64087
47
4071A
FRAMR, I —FHOM
64071
46
4072A
FRAME , I.P. LOW SILL
64072
49
4073A
FRAME, I.F. HIGH BILL
64073
50
4074B
FRAME, LF. JAMB
64074
52
4009
SILLLATCH(EGR 8)(LOWSILL)
764009
63
1088
SPRING, SILL LATCH (EGRESS)
7SPRNG
64
2740
SILL LATCH (EGRESS) (HIGH SILL)
62740
65
1014
SCREEN FRAME (HOR. & VER.)
61014
66
1630
SCREEN CORNER KEYWRINGS
71630
67
1631
ORNER.KEYWIOUT RINGS
2SPRING
71631
56
1073
162CREENN
7CASP
1 59
1 1624
ISCREEN SPLINE-1135 DIAFOAM
61624K
HS
p
N0li0&61&1W34V4
2
.002
FRAME, I.F. HEAD
#4071A. 6063-TO
,�RFRAME, I.F. LOW SILL
#4072A, 6063-T6
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06
.02 NOM
T T Ic
HICKNESS
u I FRAME, I.F. JAMB
FRAME, I.F. HIGH SILL #4074B, 6063-TB
#4073A, 60621-T6 (USED AS RADIUS TOP HEAD)
MM- I ALUM. SINGLE HUNG WINDOW, IMPAC
Remr I S.Wftft
SWOU I NTS 1 6 - 11 4040-20
PRODUCT REVISED
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#4003C, 6063-T6
121.710 �--1.513-H 738
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SAS� STOP SAS 'OVER
FLANGE FRAME JAMB #4026,6063-TS #4053, 6063-T5
#4004, 6063-T5
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1.342, ff
2.15
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FIXED MEETING RAIL
#4054A. 6063HD-T6&
2.326---1
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1.707 062—
.062
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#4006C 6063HS-T6 #4007, 6063-T5
I -
1 78'
1.098 T
GLAZING BEAD 7/16"
#4222,6063-T5
2.784
FLANGE FRAME SILL (HIGH)
#4050A. 6063-T6
7711S SHEET
A
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050
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1.165 hou - 678
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GLAZING BEAD, 51`16"
94039B. 6063-T5
SASH SIDE RAIL
94008,6063-T5
1
2.038
j
IS SASH BOTTOM RAIL (HIGH)
#4061A, 6063-T5
NOKOMIS, FL 34276
P.O. BQX 1620
NOKOMIS. FIL 34274
1
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GLAZING BEAD, 7/1 V
#985C, 6063-T5
(USED W/ GRILL KIT)
WELD
ALONG
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i
678
GLAZING BEAD, 5/16"
PRODUCT-REVIS13D
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#4044S. 6063-T5
(USED Wl GRILL KIT)
1
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F—�—�1.097
GLAZING BEAD, 113/16"1
#4067, 6063-TS
ALUM. SINGLE 14UNG WINDOW, IMPAC
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FL P.E.# 58705
ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 6.
WINDOW HEIGHT
SUBStRATE: 28.603 34.603 40.603 1 46.603 1 52.603 58.603 64.603 1 76.000
ANCHOR TYPE.
In
MON
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-
- 1 1
2
2
1
H.1,J,K,L
D2 �2
-I- E2
2
2T
2 3
3
2 3
2 2
-F3
2
2 F3
21 3
3
2 F
2 F3
3
3
2F
2 F
_ 3
2
213
3 F41
3
2F-
3
3-F4
3131374
3T-'iT--4Ti
5
3
37.000
1
�2
1
2
2
1
1
2
1
2
2
1
2
2
1
2
--T
2
1
2
2
-T
1
2
-
A,B,M
2T21
I T212F2
2 3
I 2
213
3
2 3
2
2 2
-
2T31273
-
2 2
-
2 F3
2T312
3
2 F3
1 3 F4
213137
3
3 4
313
31413F5,
13 5
T
3 3
3
4 4
L
PSF
79
C,D,E,F,G,
2
-2
2
2
- -2-
2
2
2
-2 -
2
2
d3
2*[223
2
- -
2
2
2
2
2
T2
_ 2
F
2
2
2
2
2
2
40.00C)
H,I,J,K.L
F2
1 2
2]
T2i
2F2
3
2
2F2
T
2131
a2j
:2 3
:E
a33:
4
2 3
3 4
3 5
5
3
3 4
4 5
3 3
T44
2
212
2
2
2
2
2
2
2
2
2
2
2
2
21212
2
2
2
AB,M
2
2:E
27
JTJ
2 2
2 327
21
2 F3
-7
17
2 2
[T
-
2T3
- I
213
213
2 4
2 3
-3 F3
315
4 5
:31�3
:4:L4
PSF
79
C,D,E,F.G,
2
2
2
2
1 2
2
2
L
2
2
2
2
2
_ 2
2
'3T3
2
2
2
-
'il
2
44.000
H,I,J,K,L
21 �
2 F2
T22
2 3
2 2
3+2
3
1
_T�j
1 1
i2
1 14
�2]:3
:3 L3
�[4:
22�3
�L�
3� 4
4 Er,
4
41i
2
1 2
2
2
2
r32
2
2
r2�33
2
2
1 2
1 2
2
2
2
2
2
2
2
1 2
- 2
- 2
_2
A,B 'M
2
-2T2
2T2
2
I -
2
_
3
2 F
2
13
2
214
2T3
13517
3 427
3
-
35
-
3F4
2F3
:3] 4
_
5
J:L
Zj�
4� 5
3 F4
5
4d
PSF
79
1
79
1
1
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
-
2
23
2
-
2
-�-4
2
2
2
2
1 2
3
2
1 2
- 3
2
2
48.000
H,I,J.K,L
-212-T2
2
2 2
2F3
2 2
2 F3
4
13-
-
2F3
35
T34
2d
3F4
3
:2]:3
:3 [i
3 513T3113
4
3T
3F314n5
4 F6
]T3E4
5 5
2
1 2
2
&B,M
r
2121212
212
213.212
213
3 F4
2 F3
3 F3
3 F4
-
273
-
374
3 4
2 3
_�L4
3 5
3 3
3 4
3F5
3F3
4 F5
5
5L
PSF
72
1
79
79
N46
C,D.E,F,G,
2
2
2
2
2
2
2
21
2
2
2
2
3
2
�3
2
-,-.
-if
3
2
-T
--F
3
1
IT46
3
53.125
H,I,J.K,L
—
2 F2
-12
2
212
�1:3:
�Li
2131
-
3 T4_h
2 3
3 F4
3F�
2 1 a
3A
3F4
3
T
41
31 5
3 3
14 4
ij-�
6
AB,M
2
2:
a2
2
2
2
:2 i
L
2
T23
212k2
3�4
2T3
T4
2
3 i_2
2
3132
T
Ti
1 3
:3 4
2
3 3
2
34
3
375
2
2
4T4
4T5
3Ti
457
T
3
4 6
2
3F-4
4
3
T5
NOKOMI% FL 34275 �LUM. SINGLE HUNG WJ
N NTS 8
NOKO ISXFL Visibly Better
ANCHORAGE NOTES:
1. ANCHORTYPES: 1-1/4"ELCOTAPCONS
2 - 114" ELCO SS4 CRETE-FLEX
3-#12SCREWS
Al
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HEAD - 18 1112" MAX. FROM TOP CORNERS
JAMBS - 17 1/2" MAX. FROM TOP CORNERS
16'MAX. FROM BOTTOM CORNERS
VMAX. BELOW MTG. RAIL
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. 1ABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE V LESS.
12's
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
A,
TABLE KEY:
-
MAX. PSF
(DP LIMITED) 118
HEAD 2
PRODUCT REVISED
m winplying with ilia Florida
JAMB ABOVE 2 3
hildinscode
Axceptancz No
MTG. RAIL
I . t'
)w
JAMB BELOW
m,
wiaiw vado Pfoduct contror
MTG. RAIL
(FULL DP'
N
�EAD 2
JAMB ABOVE 2 3
MTG. RAIL
)w
JAMB BELOW
MTG. RAIL
W
I WINDOWS
00 W, IMPACT
A.. L 1NIII 'p.
FL P.E.# 58705
7�-- 4040-20
I—D
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS
I WINDOW HEIGHT
4 29.655
'PE.
G L ce) 0 z
LASS C-aq 01 0
T r
Tvpp
19.125
A ABM
.B.M
24.00C) I H,I,J.K,L
FA. -B, M
32.000 1 ��
r A.B.M
37.000 H�11, J, K L
A AB M
,B,M
C,D,E,F,C,
1. L
40.000 H,I.J,K.L
' . J , M
FA. S, M
15 44.655 52.155 9.655 1 67.
_T T
z zcqo"z, MOC-4z Zcjo
Z-0
O-o -.,r.-oz c%f 0 0
0 L) 8 L) o L)
I- zol )Iqc,
-�"2 2*1'� 2 jj*j 2' 2 1 212
2 1-2'[-
TABLE6. ANCHORAGE NOTES:
1. ANCHOR TYPES: I - 1W ELCO TAPCONS
2 - 1/4" ELCO SS4 CRETE-FLEX
74.655 1 76.000 3412SCREWS
0 C-) ) no � C', Lz) � 2. ANCHOR LOCATIONS ARE BASED ON THE
ZMOC'4z Z _Z
Oa 0 0 cF 0 0 FOLLOWING DIMENSIONS.
L) 0 L) 0 01 HEAD - 18 1/2" MAX, FROM TOP CORNERS
JAMBS - 171/2"MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
2 -T� '--r
2 LiL2 1-2 3 3 2 2F2'i WMAX. BELOW MTG. RAIL
1 1 1 1 1 -1 1 SILL - ANCHORS NOT REQUIRED
Fi -37il-2-r-2 -3Ti --,T�7 2 &
57 3. INSTALL PER THE ADJACENT TABLE ANCHOR
-Ti JF2 3 2
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
1 NOTE 2.
A A
1 1 1-31 1 1 -1 --ill Z-TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
F2- -i I -j -2 11 T-2 2 [-2 2
1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
-02 212 3 2 AREVUESS.
2 312 2 3T2 1 3 F2 &ESIGN PRESSURE LIMITATIONS:
1 1 61ZE BLOCKS OF THE ADJACENT TABLE WITH A
1-7�lj BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
F3 4 3 2 4 3 4 3 3 2=4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
L 1 1 1 OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE
3 4 3 '37 -2 -4Ti MAXIMUM DESIGN
RESSURE FOR THE
RESPECTIVE SIZE
A�2 2 AND GLASS TYPE IS
2 ATQ AVAILABLE.
I&
TABLE KEY:
MAX. PSF
44.000
2
2
1
2
-2 F2
2
-2 F2
2
2
2d
2 1
3 F3
2
:2 E2
2
2
3F4
-2 3
2
3 3
2
4
-T4
2
3 d3
7
2
4
-T3
142 1
-F4
2
373
F3
-
4741
z
-3
1-31-4
F3
--T�J-j
4
3 315
F4
(DP LIMITED)
HEAD
17
T
3
3
2
ill
2
I Fl
2
2 2
2
2 F2
2
2 21
7
2
3 F3
2
-
2F2
2
-�-3
3
2
-TZ
3
d2
: 2
I
3
2 F3
J2
ili
'2
4E4:3343
2
2
2
4F4
3
-F3
4
73
-
47�
-
373
2
-
4 ri
2
-
4 4
2
3 3'
2
-
5T4
3
JAMB A13OVE 3
MTG. RAIL
�W
JAMB BELOW
PSF
45
74
51
74
79
79
48.000
C,DEFG
H,IJ:K:L'
2
2
2
2
2
a22�
2
E2�
2
3 3
2
-F
2 2
1 2
_5T_
2
-374
2
- -
313
2
:3E3
3
4 4
2
3 3
2
4T4
2
4d4
2
2
3 3
2
4 F4
3
4T4
2
413
2
514
41 41
2�
i
2
15 4
UrG. RAIL
AAM
2
11.1
2
111
2
11112
_?L2
2
2
2
-
2 F2
2
-
2 F2
2
-
373
p
2
-
2 F2
2
373
2
-I-
3T
1 2
3 V31
1 2
a33:
3
4L4
2
3 3
2
74i
2
-1--73-Ti-
14 4
1 2
313
2
4
3
-4-473
4T
2
2
5F4
(FULL DP)
HEAD
B B
2
PSF
41
67
46
67
76
79
1
-
2 2
53.125
C,D,E,F,G,
H,I.J,K,L
2
:j�j
2
�j
�j
2
j� 2
2
:2 2
2
23F3iF3334�4
3
2
1 2
3
--
2
3 F3
1 3
-
4F4
3
-
4F4
2
-
3F3
4 4
3
4-
41
2
--T4
3� 3
4
3
-
5
1 2
M54 3
3
51415T5
3
2
4
_T3
3
5E4
R L
)W
J B BELOW
AAM
1
2
F
1 F,
2
IF,
2
11E,
2
2
2
3
3 3
2
3
2
3 3145
=3
3
2
3 31-4
1 3
-14-4
3
TZ
1 2
13 F3
3
74V�j
3
2
3 il
4 6
473 *5�
---
4
3
5F4
2
4 3�
3
4
5L
MTG. RAIL
.d Dr.
I.J.
DAW
10107/11
D
NO CHANGES THIS SHEET
1070 TECHNOLOGY ORWE
NOKOMIS, FIL 84275
P.O. BQX 1529
NOKOMIS, FL 34274
I
Voibly Better I
'ANCHORAGE SPACING, STANDARD VIEW
7LUM. SINGLE HUNG WINL)OW, IMPACT
I. R.
04101111
NOXM OWM M*MWHOR 07Y IS RESTRICTED B Y SIZE
�dvr.
r.K
m�-
11/12/08
B
ch..w
REVIS'EANCHORAGE TABLE NOTES.
ADD DP MAX WHEREANCHOR QTYIS RESTRICTED BY SrZE.
M. mw. I
=ww
NTS 1
9 - 11
l""%040-20
1 D
,itililmlloritIck
1 3 - , a I d"I I
A'
t1o.
Lu —
L
P Ll z
0, L>
sjj�l
, .. 0
L09'
LYN MILV118k, P.E.
FLP.E.#5B705
ANCHOR QUANTITIES ABOVE MEETING RAIL (HEAD &JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7.
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE B.
SUBSTRATE:-,-.
17.125
22.66
28.211
33.754
39.296
44.839
50.382___]
65.925
ANCHOR TYPE
WINDOW GL,46-s
WIDTH TYPE
04 �j
01
0
0
0
0
z �
cm z
0
al
- z
0
ol
o
LIT
z
" 0
- z
Oclf�
0
") I"
z
8
- z
0
0
q 0
z
0
0
z
0
0
of 0
z
0
z
0
0
co
! I
0
- '.' I
0
- 101
cNf
0
z
0
19.125
D.E.F.J.
KL
1 1-1
1-
2
2
2 1-2
2 1-2
2
2
24.000
D,E,F,J.
K,L
I
2
2 1-2
I
Lt.-
2
11
1.1.11-1-
2
2
3
'i
1
-Y
It
3
1-
3 .
1
2
3
3
4 1
32000
D.E,F.J.:
1 KL
1
1
1
- -1
—2
2
3
2
3
3
3
4
3
4
PSF
791
1
37.000
D.E.F.J.
K L
1
1
2
1
2
2
-2
3
-1
2
2
3
3
1-1314
3
3
3
4
3
1 4
4
4
1 5
PSF
79
79
79
1
79
40.000
D,E,FA
2
2
2
2
2
2
�2
2
2--.--
��_
2
2.
2
1 2
K.L
1
1
2
1
2
-3
3
4
3
4
__�_j
4
1 3
4
4
5
5
1 4
1 6
PSF
79
76
79
11
77
1 79
79
79
1
-
44.000
F. j,
2
2
2
2
2
2
2
2
2
2
—
1_2
-3-
_2 -1
-�
2
_�_.
2--..
..
2.
1
[DE .
KL
—
1
1
1
—
2
2
2
3
'_
3
_�2_]
3
3
4
4
4
4
1 3
1 5
4
5
4
5-
5
4
6
PSF
78
79
70
79
79
71
79
73
76
48.000
DE.F.J.
2
2
2
2
2
2-
2
2
2
3
2
2
-2-T-2--j-2
:�
2
31
-1-
_j_
_ 2
2
K.L
—1
--
1
1
--
2
2
2
3
3
3 �
4-1
4
4
5
1 4
1 5
5-
4 _I
_2_
r
5
4
6
6
5
6
PSFI
71
79
63
71
79
64
74
66
1 77
69
69
63.125
DE,F.J.1
2
2
1 2
1 2
2
2
3
2
2
1 3
3
3
1 2
1 3
2
3
3
2
—5
. 3
K,L
I
I 1
1 2
2
2
3
3
-1
A
A
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS
2 - 11/4�'ELCO SS4 CRETE-FLEX
3 - 412 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
IL DIMENSIONS:
HEAD - 18 V2" MAX. FROM CORNERS
JAMBS - 17 112" MAX. FROM TOP CORNERS
111/2" MAX. ABOVE THE MEETING RAIL
6" MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
Aj VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5/8' MIN. TO 38" MAX.
ATABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1"LESS.
6. DESIGN PRESSURE LIMITATIONS:
,L'91ZE 13LOC—KS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE IS
AVAILABLE.
,& TABLE 7. KEY:
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLEB.
SASH HEIGHT
SUBSTRATE-
15.776 1
18.776 1
21.776
24,776
27.776 1
30.776 1
06
ANCHOR TYI�E-
=
_
0
ci 0
"12.776
_ z
z
0
z
z
o
'q
zo
121.
8�
-
-1,
8
z
8
Itsi"ol
0,01"ol
clk&')
0
z
z
8
0
clr &2-2
8
8
WINDOW
WIDTH
19.125
1
1
2_
1
2
2
1 1
2
2
2
2
2
2
2
2
1 2
2
2
2
2
2
2
2
24.000
1
1
2
2
2
2
1 2
-2
2
2,
2
_L
2
2
3
2
2
32.000
:2ffi4
+2
2
2
_L
2
3
2
—2
3
1 2
_3
3
2
3
4
2
3
4
2
3
79
37.000
2
-2-F2-
3 1 2 1 3
3
3-T 3-1-3
4 1 3 1 4
74
-4
40.000
2 1 2 2
1 2
--
2
F2
1 2 3
1 3 21 3
3 3 3
F4-1 3 1 3
4 1 3 4
F3 T-4
1 68
1 78
1
--F- -4
44.000
2 2 2
2
2
2
3
2 �-3
4-T 3-T3
4 1 3 1 4_
5 3 F
63
72
79
48.000
2 2
2
2
2
1 3
5 3 1 4
3
58
66
72
53.125
2
2
2
3
-3T3
4T-3 7 —4
=4=4
5T 3T4
15 1 3 1 5
1 5
THIS
NOKOMIS, FL 34275
'S�l 112'
M.V4 VbbB..
MAX PSF
(DP LI IITEQF1-12-�
HEADI 2 1
JAMBABOVEJ 2 1
MTG. RAIL
(F ILL DP)
HEAD[:b
JAMB ABOVE
KrG. RAIL
TABLE8.KEY:
MkX PSF
LDP LIMITED) 12
JAMB BELOWP-i
MTG.RAL
(FULL DIP)
JAMB BELOW 2
MTG. RAIL
0-0ft.
ANCHORAGE SPACING, CUSTOM VIEW
m
ALUM. SINGLE HUNG WINDOW, IMPACT
SWI&I 1'�TSJ'lo - 11 1"4040-20
\\Cl
5vo5
uj
ct 4
PLOR\oI'-'* C-)
SIONAL
' INWMILL�A$.E.
A. n
FL P.E.# 58705
�EXTERIOR INTERIORr'*,>
As
ALL HEAD AND SILL DETAIL)
CONCRETEANCHOR
3.35 KSI MIN. CONCRETE
(SEE NOTE 1 & 3) 2x WOOD BUCK
A(SEE NOTE
13/8" MIN., 1/4"TAPCON
J4)�
.1-314- MIN.. 1/4" CRETE-FLEX
OPTIONAL Ix
WOOD BUCK—
(SEEINOTE 4)
MAX
SHIM
1,*FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4" ELCO TAPCONS OR 114' SS4 CRETE-FLEX, MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1314'.
WOOD ANCHOR
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR
(SEE NOTE 2 & 3),A,
114'SS4 CRETE-FLEX.
3 ' FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 11/2". Ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2"
1318"
A
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
MIN.
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6063-T5 AND A MINIMUkO'F 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER $HALL BE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
�1/4'T
MAX.
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
SHIM
"ITAI SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
IL
1 1/4"
1/4" MAX. SHIM MIN.
1/4"MAX. SHIMI
40 CONCRETEANCHOR.
.4 .!� FH BELOW MEETING
4�4m!m7RAIL. (SEE NOTE 1 & 3)&,
3.35 KSI MIN. CONCRETE
OR 1.6 KSI MIN. CMU
lx BUCK OPTIONAL WITH SOLID CONCRETE
SUBSTRATE (SEE NOTE 4%
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
A MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT.
MIN. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION, SECTION 2003.8A (SUPPLEMENT 2006).
7 WOOD ANCHOR,
FH BELOW MEETING
-RAIL. (SEE NOTE 2 & 3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
2x WOOD BUCK
(SEE NOTE 4) /,\ 1�1
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
AN 11N,
MAX.
SHIM
131"DIA. M
X 2 1/21' NA
AT CORNE
AND 5"C
SHIM
DETAIL F, (HEAD)
IND CHMGES THIS SHEET
—c I mo cHmrEs THis sHEEr
FRAME
FRAME
131" DIA. MIN.
x 2 1/2" NAIL.
AT CORNERS
AND WO.C.
L L.131" DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND IT'O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE A
14'
MAX.
SHIM
MET
DETAIL G, (SILL)
ANCHORAGE
R-Ah.-M ALUM. SINGLE HUNG Wi
NJ�O%BOX 1529
16, FL 34274 VWbly Better =Hll NTSI ;I - 11
RRVISED
No
FRAME
VYNN Af,
744$
00.
s-,
0, PLOR0
............
V, IMPACT
A. LY P.E.
4040-20 D FL P.E.# 58705
t —, -1
Florida Building Code Online
Flodda Npaamentof BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search
Busines '
Professi 14,112roduct Approval
.USER: Public User
Regulation
nffl��� Product Approva I Menu > Product or Application Search > ADDI[catiorL-List > ftolication Detail
FL #
FL8871-R4
Application Type
Revision
Code. Version
2010
Application Status
Approved
Comments
Archived
El
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phobe/Emall
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
[Z] Evaluation Report - Harcicopy Received
Florida Engineer -or Architect Name who developed the Lyndon F. Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Ryan J. King, P.E.
Certificate of Independence
Referenced Standard and Year (of Standard)
[a Validation Checklist - Hardcopy Received
FL8871 R4 COT Certificate of Independence.t)d
Standard
Year
ASTM D1929
1996
ASTM D2843
1999
ASTM D635
2003
ASTM E1300
1998
https://www.floridabuilding.org/pr/pr�-appiti.aspx?param=wGEVXQwtDqty3IjWak2nHrpk8ig5ONhdR2nz4AwzvQM�/�3d[1/7/2014 12:39:44 PM]
I I
Florida Building Code Online
ASTM E84
ASTM G26
TAS 201, 202, 203
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL8871 R4 Equiv of STANDARDS.od
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/27/2012
Date Validated 02/29/2012
Date Pending FBC Approval 03/07/2012
Date Approved 04/03/2012
2000
1995
1994
;,4_
FIL #
Model Number,"br Name�
Des i i
8871.1
a. "ClassicCraft Rustic" Series
3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) -
Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ, Yes
FL8871 R4 II Inst 8871.1.r)df
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 8871.1 for Design Pressure Ratings by specific
FL8871 R4 AE Eval 8871.1.pdf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions.
8�871.`2 "Ib.
I r (X) jn s
'61�� 8'0 Opaqde Fi��rg Oss,-S�qg e Doo
IS
e rie��
Outswing,
Limits of Use
-Ingtruai
Installation ons,
Approved for use in HVHZ: Yes
FL8 7�A4'II
App,rdve,d,for use outside HVHZ.
Verifi6& By:' Lyndon--F�� Schmidt,, P.E., 43409
ant:_4es,_,
,Impac - t R , es F ist`
d' e' nti.-ifiii-d'Party: Yes';�
-In epen
ressure, N/A,
livaiiijaiiion Reports
T-680"'"
Ot6er."Sde�`IN§' I.-2'for Design Pressure Ratih b 'specific',
y�
�,8
FL 71,114 AE,�Eval�8871;2:ndf
ngs, ,
Mod na 'for� 'a"n-'y. b'ther�'adcl�iticinal'dsd limlfati6hs� ah8'Jn's'tplla'�'i6n`
'Created by�,;hddpend�nt third,o rf,
pi: y: `�s -
J
8871.3
c. "ClassicCraft" or "ClassicCraft Rustic"
3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX
iSeries
or XO) - Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL8871 R4 II Inst 8871.3,pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST M71.3 for Design Pressure Ratings by specific
FL8871 R4 AE Eval 8871.3.r)df
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions. (Note - ASTM E1300-98 utilized for areas inside the
HVHZ)
9871'4, 'd
3`�'x 8t '!Irnpact", Opaq6e,F6e r with'Sid6lit6s".',
Doo
S eries.,
(bkOj I nsWing or,,
71
ns
'rove' ^'for use in-'AVHi- �es,
01.4,odf —
rove :useoutsi
V e r i J 6 j',,-B- y-_ , t, P. E., 4340
stant: es—
a 6si Y
Createc�.6y I d 15 Yes"'
n h
Ihcl�pe den , t T ir a
_�esi in Or e
e�sur
Evali6afi6n`k6pofti,
ther:' ee INST 8871.4,for.D6sign Pressure, Ratings, by specific
S
FL667i, R4 iE'�E'Val 8871'4 ddf
del , and , for any�,, s
pth6r,a`dclitioinal u 6'limitation§ aridirsfallation -
'the"
�C�eated,,b� Indebendeh&Third Part :'Y , e'
Y
instructions.: _ASTM E13-00 �lized'far,aeea� inside
-'98,ut
HVHZ)
8871.5
e. "FiberClassic" or "SmoothStar" Series
TO x 8'0 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL8871 R4 II Inst 8871.5.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
https://www.floridabuilding.org/prlpr�-appjtl.aspx?param=wGEVXQwtDqty31jWak2nHrpk8ig5ONhdR2nz4AwzvQM�/�3d[1/7/2014 12:39:44 PM]
Florida Building Code Online
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 8871.5 for Design Pressure Ratings by specific
Fl 8871 R4 AE Eval 8871.5,odf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions.
8871.6,
f.'"FiberClassic" or "SmoothStar" Series
TO x 8-0 '"�Impact" Opaque Fiberglass Single Door with'Sidelite (OX
or XO) ;-,Inswing or Out�swing
Limits of Use
'HiVH�
Iristaill0tion Instructions
or. use
'Approved f ' in : Yes
fl_8871� R4,b Inst 8871&p�ff .
Appirbv�d for� use outside- HVAZ: �Y6s
�Vbrjffj6d by: Lyndon' F:�`Sthmidt, P.E. 43409�
Impact Resist an t: Yes
Cre'a�'te'cl'by Independe ri Third Party� Y es
Design Pressure":' N'/A
Evaluation kepods"'_'_�
�O I ther: See INSt.,8871.6 for Design' Pressure Ratings by specific
FL8871 R4 AE Evil 8871.6.ndf
Model and for any,6ther; additional us_e]imItati6ns and insta-11'ation
Cre , ated- by Independent Third Party: Yeg.
instructions. (Note - ASTM E1300-99"'u'tilized'for areas,inside the
� I I I
' ',
I � I : I
_ � I I I _' I . I
HVH�) _ �W � . "
8871.7
g. "FiberClassic" or "SmoothStar" Series
TO x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites
(OXO) - Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL8871 R4 II Inst 8871.7.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant, Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 8871.7 for Design Pressure Ratings by specific
FL8871 R4 AE Eva[ 8871,7,pdf
Model and for an other additional use limitations and installation
Created by Independent Third Party: Yes
instructions. (Note - ASTM E1300-98 utilized for areas inside the
HVHZ)
8871.8
h. 11 FiberClassic", "SmoothStar",
6'0 lx�8'0 "Impact" Opaque Fiberglass Double Door (XX) �_�Inswing
"Classic I C I raft" or "ClassicCraft Rustic"
ISeries...
o r Outswing
Limits of Use
Installation Instructions"
1
Approved for u ein . HVHZ:,Ye I s
Is
FL88 71 R4 11 Inst 8871. 8,pdf�
Approved for use outside HVHZ: Yes
Verified By; Lynclon-F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Indep . e I noent Third Pa rty,: Yes
Design Pressure: N/A
Evaluation Reports
Othen See_INST�8871.8 for Design- Pressure Ratings by specific
F�867'1 - R4 AE Eval 8871.8.odf
Model and for any other additional use 11imitations a nd,i
,,pstalla,tion
Crea i6cl by Incl6be6de6t Third Party: Yes
instructions.
8871.9
i. "FiberClassic", "SmoothStar",
6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites
"CiassicCraft" or "ClassicCraft Rustic"
iSeries
(OXXO) - Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL8871 R4 II Inst 8871.9.ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E: 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 8871.9 for Design Pressure Ratings by specific
FL8871 R4 AE Eval 8871.9,Ddf
Model and for any other additional use limitations and installation
Created by Independent Third Party: Yes
instructions. (Note - ASTM E1300-98 utilized for areas inside the
IHVHZ)
MERN
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-182
The State of Florida is an AA/EEO employer. Cogyright 2007-2013 State of Florida. :: Priv
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 mail. If you have any questions, please contact 850.487.1395.
*Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department
with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are
public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the
public. To determine If you are a licensee under Chapter 455, F.S.,, please click bgr_p�.
Produ ct Appro val Accepts:
M
1191691611-%"
cre-_ it0'ref-
j
AFE
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TH'ERMAITRU�
THE-RMA TRU DC3C3-RS
I I E3 INDUSTRIAL OR., EDGERTON, OH 4351 7
SMOOTH STAR & FIBER CLASSIC
FIBERGLASS SINGLE."IMPAcrDOOR,
W1'WdN4mPAcrSIDELITE
INSWING / OUTSWING
GENERAL NOTES
This product has been evaluated and N In compdance with the 2010 Florida Buflding.Code (FBC) structural
requilrements Including the "High Vel6city Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shownon details. Anchor embedment4o base material shall be
beyond wall dressing orstucco.
3. When usedin iheHVHr the opaque door complies with section 1626 of the Florida Building Code and does not
requim an impact resistant covering. � The non4mpactsidelife must be protected with an impact reelstant covering
complyingwilh Section 1626 of the FBC.
4. When used In areas outside of the 'HVHr requiring wind bome debris protection the opaque door compries with
Section 1609.1.2 of the FBC and does not require an Impact resistant covering. The door panel meets missile level V*
and includes Wind Zone 4 as defined�in ASTM El 996 andSection 1609.1.2:4 of the FBC..The non -impact sidelites must
be protected with an impact resistant covering complying with Section 1609.12 of the FBC.
5. For 2x stud fronfing construcHon, anchoring of these units shall be the some as that shown for 2x buck masonry
construction.
6. Site conditions that deviate from the details of this drowing require further engineering analysis by'd licensed
engineer or registered architect.
7. OutswIng configurations using threshold item #4 meet water infiltration requirements for"HVHr.
& inswing configurations and outswing bonfiguraflons using threshold item 95 do not meet the waterinfiltration
requirements for the'HVHZ"cnd shiIll be instalted only infion-habitable areas or at habitable locations protected by
an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees.
TABLE,OFCOAffENIS
SHEET#
DESCRIPTION
I
Typical elevations,deslign pressures & general notes
2
Door panel details (Smooth star)
-3
Door panel details (Fiberclossic).
4
Sidelite panel details-
5
Horizontal cross sections
6
Vertical cross sections
7
Vertical cross sections
8,
Buck and frame anchoring - 2X buck mosonry construction
9
Frame anchoring -j X buck mosonry.construcrion
10
Components & Glazing details
I I
Bill of Material$
54.75'M I AX O.A. FRAM WIDTH
37.75'MAX. r
FRAME WIDTH FP"E WIDTH
36.09'AXAX. 13.75'MAX.
PANEL WIDTH IANELWIDTH
gM
W RA
b
SMOOTH
INSWING
54.75',* x 98.0V
+654
-65.0
STAR
OUTSWING
54.75" x 96.50"
+65.0
-65.0
INSWING
54.75" x 98.0V
+65.0
45.0
FIBER
OUTSWING
54.75" x. 96;50"
+65.0
r-65.0
CLASSIC
d
d d
85; a
E
a:
10
PER
BY: DWS
BY. LFS
"D NO.:
FL-8871.6
I:
.r OF
TI-30 —a 133HS
4UGWBOJOIU!OJ IBUDd
9,1Z92--u
VON MOM
NOUXS SSOV NOMA Z
7178 WOJ.LOO
37039min
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uz
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0
EXTERIOR
iro- Z14
82-1
INTERIOR
10, -.0
r-*"\ HORIZONTAL CROSS SECTION
E
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DETAIL A -A
DPAMG NO.: 9i
M
Panel reinforcement
FL-8871.6 o.
.sHEEr -,!-or I I
13.75'kMWAX..
PANEL
WIDTH
03
Ed
1,53--1
CS
—T
P RAM
841516.
1.53'
cR
RAIL
9"MAX.D.L.
EXTERIOR
\Z;" INTERIOR k�!y
rl-"� HORIZONTAL CROSS SECTION
�� [classic craft & rustic)
r'NW.D.L
EXTERIOR
INTERIOR
2 HORIZONTAL CROSS SECT10N
�� (Fiber classic)
I"MAX.D.L.
EXTERIOR
INTERIOR
HORIZONTAL CROSS SECnON
(Smooth star)
EXTERIOR INTERIOR
-6 Z*
0 z
EXTERIOR INTERIOR EXTERIOR INTERIOR
G2 8
-6 Z*
0 z
EXTERIOR INTERIOR EXTERIOR INTERIOR
G2 8
69
M
0
U;
K-:/ W. DWS
CHIC BY: LFS
VER17CAL CROSS SECTION (-6"\ VERTICAL CROSS SECTION
r4-'\ VERTICAL CROSS SECTION (-5 FL-8871.6
F
(Classic craft & rustic (Fiber classic) (Smooth star)
--A �11
rl'V �2
j
5 CN)
r3
9 8
<
E
5 INTERIOR
70
9 4
. . .
00
'z
2
C�
C18 EXTERIOR
. A
0
-C�
0
1-1/4'MIN.
EMB. PYP.)
r4
-\HORIZONTAL CROSS SEC17ON
Shown w/IX sub -buck
E
D
3
3
4
D
re
B
6
7
7
B
6 6 5
.4
L
6
7
7
. . . .
CSINK
ITYP-)
CSINK
gyp.)
rT
0
5
on
2! 'Z'� L
13
-1
tn
Z
0
:E 0
b.: 4
2
2
70
C-4
V)
10
INTERIOR
INTERIOR
R
L
00
.....
00
m W
......
---1
ix a:
z z
-----
;i z,4 a.
z
�0-
z
EXTERIOR
0z
12 12 40
EVERIOR
i
4 �
el:�11-11,eMIN.
5/22/(
N.T.S.
1-1/4! MIN.
C 60
(�
E
DWG. BY: DWS
CWL UY. LFS
EMB. (TYP.i
DPAWNG NO.:
HOPJZOMrAL CROSS SECTION K-2-� HORIZONTAL CROSS SEC11ON K-3 HORIZONTAL CROSS SECTION
Outswing shown - inswing
Ouiswing shown - inswling
��5�
OutsMng shown - inswIng
FL-8871.6
also approved
also approved
also approved
sHm 5 or I I
I" MIN. FROM
I" MIN. FROM
—MASONRY EDGE
MASONRY EDGE —
(TYF
(TYP.)
Zr) z cc
b
EXTERIOR INTERIOR
rl _� VER17CAL CROSS SEC77ON
Outswing shown - inswing
also approved
EXTERIOR INTERIOR
I
2-1/27 MIN. FROM 2-1/2'MIN. FROM
MASONRY EDGE MASONRY EDGE
fryp-) (TYP-)
�s 'heet I
infiltration
2-1 /Z' MIN. FROM 2-1/7' MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP-) (TYP-)
EXTERIOR INTERIOR
r2_�\ VERTICAL CROSS SECTION
Shown wil X subbuck
EXTERIOR INTERIOR
2-1 /7' MIN. FROM
MASONRY EDGE
(TYP.)
MASONRY EDGE
ITYP-)
IOSS SECTION
ration
�es shee! 1
r Infiltration
INTERIOR EXTERIOR
UO
f
j�
2-1/2' MIN. FROM
2-1/Z'MIN. FROM
MASONRY EDGE
MASONRY EDGE
(TYP.)
(TYP.)
r3—'\ VER17CAL CROSS SECTION
Outswing conrigration
see general no es sheet I
for "HVHZ"water infiltration
requirements
INTERIOR EXTERIOR
2-1/2'MIN. FROM 2-1/7'MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP-) (TYP.)
�6 VERTICAL CROSS SECTIO
outswing confi uration
see aeneral nofles sheet I
0.
6.
c;
z
z
tj
r"s 1s; id., a:
0 "d ". N
k I E
o
'00 cc
os
MML M
0
z
R
ca C>
E-- N. T. S.
13Y.' DWS
U* LFS
WG -No...
FL-8871.6
a 6 oF I I
I" MIN. FROM I" MIN. FROM
-MASONRY IIIGI--rMAIONRY EDGE
(TYP-) (TYP.)
I
EXTERIOR INTERIOR
VERTICAL CROSS SECTION
Outs�ng shown - inswing
also pproved
EXTERIOR INTERIOR
2-1/2'MIN. FROM 2-1/T MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP.) (TYP.)
/'4_"� VERTICAL CROSS SEMON
7
� Inswing configuration
2-]/Z'MIN. FROM 2-1/Z'MIN. FROM
MASONRY FDGI--l—MASONRY EDGE
INTERIOR EXTERIOR
.6 NZ
(TYP.)
op 1. E
5
e
Z 13�
mo Cc
A
z EL:
22
ts 5
Is
�7_
E r
C
m
C)
2-1/Z'MIN. FROM
2-1/2" MIN. FROM
.,P.
INTERIOR
MASONRY EDGE
MASONRY EDGE
EXTERIOR
(TYP.)
(TYP-)
/'2_"�
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
� �7
Shown w1l X sub -buck
Outswing configuration
0
EXTERIOR INTERIOR
z QL:
INTERIOR EXTERIOR
IF
2-1/7'MIN. FROM 2-1/2" MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP.) (IYP.) (TYP-) (TYP-I
ri'� VEMCAL CROSS SECTION r6-'\ VERMAL CROSS SECTION
�� Inswing configuration Outswing configuration
7- m:
�E L
". ME
N, T. S.
UP. DWS
Ull LFS
fiNG NO,
FL-B871.6
7 OF _Ll
6"
t 1 1 go
�0
U N
TYP. SEE
NOTE I TYP. HEAD &
R 0 J.
n M a. fL
MASONRY MASONRY JAMBS
OPENING OPENING
go.
MULLION —T
SHOWN FOR I 1 1 -8 CL: 01
FRAME-/
.0
ONLY
REFERENCE
M Z Cz
0
5E K §
U
2XBUCK z 4 Z U
0 2XBUCK — 0
P. �E
it U.,
-�A
TYP. SEE
0
EE
CD
TYP. NOTE 2 C13
Lr—NOTSE2
7.
SUCK ANCHORING HINGE JAMS FRAMEANCHORING STRIKE JAMS
Masonry 2X buck construction
NOTES.'
I . 114" Elco Concrete screws anchoring 2c buck require a minimum I"clearance to masonry edges, a 1-114"minimurn
embedment and a minimum 4'clearance to adjacent concrete screws. Substitution of equal concrete screws from
a different supplier may hove different edge distance and center distance requirements. Concrete screw locations
at the comers, mullions and centerrines may be adjusted to maintain the minimum edge distance to mortarloints. It
Concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to
morforloints, additional Concrete screws may be required to ensure the maximum on center dimension is not
exceeded.
Z 1141TW concrete screws anchoring frame andlor sill require a minimum 2- IIZ'clearance to masonry edges, a
1-114"minimum embedment and a minimum 3"clearcince to adjacent concrete screws. Substitution of equal
concrete screws from a different supplier may hove different edge distance and center distance requirements.
Concrete screw locations at the comers, mullions and centerfines may be adjusted to maintain the minimum edge
distance to mortarloints. If Concrete screw locations noted as "MAX. ON CENTER"must be adjusted to maintain the
minimum edge distance to mortorloints, additional Concrete screws may be required to ensure the mcodmum on
center dimension is not exceeded. I
2
HINGE DErAIL
LATCH & DEADROLT DETAIL
B N. T. S.
BY: WS
BY.
MG NO.:
FL-8871.6
- 8 or
.7
� -1
THIS ANCHOR REQ'D
ONLY WHEN DP > 60.0 PSF 3-
TT T �o
J
TYP. HEAD &
JAMBS
MASONRY SEE NOTE I
OPENING
U
Z
—0
FRAME
TYP.
I X BUCK
'K I
0 TYP. SEE
TYP. SEE NOTE I
NOTiE I
LATCH& DEADROLTWAIL
SEE NOTE I
HINGEJAMB FRAME ANCHORING STRIKE JAMS L
Masonry I X buck construction SEE NOTE I
NOTES,
114"[TW concrete screws anchoring frame andlor sill require a minimum 2-11Tclearonce to masonry edges, a 1-114"
minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws
from a different supplier may have different edge distance and center distance requirements. Concrete screw locations at
the comers. mullion and centerflnes may be adjusted to maintain the minimum edge distance to mortarjoints. If Concrete
screw locations noted as "MAX. ON CENTER"must be adjusted to maintain the minimum edge distance to mortarjoints.
additional Concrate.screws may be required to ensure the maximum on center dimension is not exceeded.
HINGE DEWL
A G
P � d
— Z, Z
.2
#1
�2
8,
Cn
UJ
ir
0
F-- N. T. S.
GY.- DA T
BY. L FS)
YM NO-.
FL-8871.6
or
OHLR �SHOIWD
I..,.o W.
rlT .3-1110 T. —n d. I I
I �IW11,11;S�IDIIU
'P.�.
112"GLASS 3/4'THK.
BITE GLASS
1/9-TEMP.
AIR SPACE
1/9'TEMP.
SWIGGLE GLAZING
SPACER
GLAIING DETAII
I
I G1 G � insuloted glass
g.
�314ft
L
�R
SHO'o
ng.djul�.11.
...... . . . . . .
GTHRESHOLD
) Inm ngp .
fing 50.0 psf
2117-1
MG SIDELITIF
—INp' Me' ,
(��r �11NG DI�TAII
I.tL I.
-d
I " THK.
GLASS
I /&' TEMP.
AIR SPACE
I /U'TEMP.
GLAZING
5.87"
0
1 � ?�Ifdpl
4-5r
4.56' j
(a)�H?ll A �SIDE
La
m
n
0
zo;
mo
cx C3
ZO
is'n .
r" m RZ
>
C22) OUTSWING SfDEUTE
EE
N
R
7116-GLASS
12
BITE I /Z'THK.
1 /9' TEMP.
�2
kGLASS
AIR SPACE
M
5
1/8"TEMP.
OAM' F5122101
.25" STEEL
N.T.S.
24 INTERCEPT
DWO. fff. DWS
SPACER
23)
cw- BY.- LFS
..
DEIAII
DFAWING NO--
@�G�LAVIMIG
G3
1/2'imulated glas
FL-8871.6
SHEU 0 OF I!
_L_
w
BILL OF MATERIALS
z
a
ITEM
DESCRIP17ON
MATERIAL
ITEM
DESCRIPTION
MATERIAL
A
I X BUCK SIG >= 0.55
WOOD
40
SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
Z .9 32
B,
2X BUCK SG >= 0.55
WOOD
41
DOOR SKIN 0.077'THK. (SMOOTH STAR) Fy 000 PSI MIN.
FIBERGLASS
0 E
C
MAX. 1/,T'SHIM SPACE
WOOD
42
TOP RAIL (SMO H STAR)
COMP.
At
D
1/4'X 2-314!'PFH ELCO CONCRETE SCREW
STEEL
43
LOCK STILE (SMOOTH STAR)
WOOD/LVL
E
MASONRY - 3,192 PSI MIN. CONCREM CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTIA C90
CONCRETE
44
HINGE STILE (SMOOTH STAR)
WOOD
z d
45
BOTTOM RAIL (SMOOTH STAR)
COMP.
F
1/4!'X 2-3/,C'PFH ITW CONCRETE SCREW
STEEL
46
PANEL REINFORCEMENT 0.023" THK. (SMOOTH STAR)
STEEL
E 121, ol
H
114'X 3-1/4!' PFH ITW CONCRETE SCREW
STEEL
47
FOAM CORE
POLYURETHANE
'S
a
I
114'X 2-1/4'PFH fTW CONCRETE SCREW
STEEL
_1§__
SIDELITE SKIN (SMOOTH STAR)
FIBERGLASS
J
114'X 3-3/4'PFH ITW CONCRETE SCREW
STEEL
49
LITE FRAME (SMOOTH STAR)
PVC —
K
114'X 1-3/4!'PFH ITW CONCRETE SCREW
STEEL
57
FOAM CORE
POLYURETHANE
L
# 10 X 2-1 /7'PFH WOOD SCREW
STEEL
58
SIDELITE SKIN (C SSIC CRAFT)
FIBERGLASS
V)
M
#9 X 2-1/2'PFH WOOD SCREW
STEEL
60
FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEEr FOR DETAILS
`2
N
2X MULLION SIG >= 0.55
WOOD
61
DOOR SKIN 0.137'THK. (FIBER CLASSIC) Fy = 6,000 PSI MIN.
F] E
1
INSWING ADJUSTABLE THRESHOLD (IS300AJ)
ALUM./WOOD
62
TOP RAIL (FIBER CLASSIC)
COMP.
2
INSWING THRESHOLD (IS300HP5)
ALUM./COMP.
63
LOCK STILE (F BER CLASSIC)
WCODAVL
3
INSWING SELF ADJUST THERMAL BREAK THRESHOLD JISP-30M)
ALUML/COMP.
64
HINGE STILE (FIBER CLASSIC)
WOOD
4
OUTSWING COASTAL THRESHOLD
ALUM./WOOD
65
BOTTOM RAIL (FIBER CLASSIC)
COMP.
6
5
OUTSWING STANDARD THRESHOLD
ALUM./WOOD
66
PANEL REINFORCEMENT 0.023'THK. (FIBER CLASSIC)
STEEL
n
0
6
INSWING THRESHOLD
ALUM./COMP.
67
FOAM CORE
POLYURETHANE
0
w
m
ILI
1
7
DOOR BOTTOM SWEEP
VINYL
68
SIDELITE SKIN (FIBER CLASSIC)
FIBERGLASS
8
JAMB (PINE) SG >= 0.42
WOOD
69
Ul E FRAME (FIBER CLASSIC)
PVC —
9
JAMB (OAK) SG >= 0.42
iSTEEL
70
SIDELITE - SEE SiDELITE PANEL DEIAIL SHEET FOR DETAILS
10
WEATHERSTRIP
71
SIDELITE TOP RAIL
COMP. —
I I
HINGE
STEEL
72
SIDELITE STILE
WOOD _
12
#10 X 3/4'PFH SCREW
STEEL
73
SIDELITE BOTTOM RAIL
COMP.
13
14
15
16
18
19
20
21
22
23
24
25
26
#9 X 3" PFH WOOD SCREW
LATCH STRIKE PLATE
SECURITY STRIKE PLATE
#8 X 2-1 /Z'PFH SCREW
KWIKSET 200 SERIES PASSAGE LOCK
KWIKSET 600 SERIES DEADBOLT
INSWING SIDELITE SPACER FOR HP THRESHOLD [DB I 4HPA)
INSWING SIDELITE SPACER FOR SELF ADJUST THRESHOLD (DB1 41
OUTSWING SIDELITE SPACER
#6 X I-3/,VPFH SCREW (LITE FRAME)
GLAZING COMPOUND
SEALANT
#9 X I" PPH SCREW (LITE FRAME)
STEEL
STEEL
STEEL
STEEL
STEEL
PVC
PVC
PVC
STEEL
SILICONE
SILICONE
STEEL
c'I
En
z
9
Ln
C4
0
z
DATE 5122108
Sakm N.T.S.
DNG. BY: DWS
CHYL 91; LFS
DRAWING NO,
FL-8871.6
sHEEr _11 or_Ll
9'AMARR HERITAGE 100012000
... . ......
Tom
OAK SUMMIT 1000/2000
+51.IPSF -60.3PSF
NIAAff-DADE COUNTY
PRODUCT CONTROLSECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARDAND CODE ADMINISTRATIONDIVISION T (786) 315-2590 F (M) 315-2599
NOTICE OF ACCEPTANCE (N" WwW.mhiinidad�. �ov/econ�om
Amarr Garage Doors
1125 Carriheye Court
Winston-Salem, NC 27105
SCOPE:
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 6ther areas where allowed by the Authority Having Jurisdiction (AHJ).
'hiis NOA shall not be *alid aftefthe expiration date stated below. The Miami-P4de CauJinty'Pr9du�t: Control Section (In
Miathi Dade County) and/or the AHJ (in areas other than Miami Dade County) reserVe the. right to bavothis product or
material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the
manufacturer will incur -the expense of such testing and the AHJ mity immediately revoke, modif�� or suspend the use of
such product or material Avi I thin their jurisdiction. - RER reserves the.right to revoke this acceptance, ifitis deternfined
by Miami -Dade County Product Control Section that, this product or material falls to meet the requirements of the
applicable building code.
Thispoduc . t is appfoved as describ6d herein. and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zon e.
DE 9C . RIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up
to W-V Wide (D -603 PSF)
APPROVAL DOCUP4ENT: Draivina No. IRC-9509-186-11.: titled ",Model 950 Heritage & Model 655 Oak
Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", shee.ts Ithrough 3 of 3; dated
03/1412003, -Nith revision B dated 10/13/2011, prepared by Amarr Garage Doors, signed and sealed by
Tomas L. Shelmerdine, P.E, bearing the Miam-i-Dade County Product Control revision stamp, -with the
Noticckof Acce e,numb and expiration date by the Miami -Dade Conti Product Control Section.
ptanc er ty
MISSILETYRACT RATING: Large and Small Missile Impact Resistant
LABE LING* A ma turer's name or lo 380OGrecii-*v4yC�ircleLaNvrence,
. , permanent label with'the nufac. V -
Kansas, model number, the positive and negative design pre sure ratin& indicate impact rated if applicable,
installation instruction drawing referdfice Mimbpr, apprio�valnumber (NOA), theapplicitW te§t standards. and
the statement reading'Nami-Dade County Producf.Cantkol Approved"is to be located on'the dook's side
tra6k, bottom angl6, or inner surface of apanel,
RE, f 4E WAL of this NOA shall be considered . after a renewal ap�licaiion has been filed and there has been no change
in the applicable building code negatively affecting the performance ofthis producL
TERMINATION of this NQA Will occur 6fter the expiration date or if there -has been a revision or change in the
materials, u sp, and/or manufhetine o f the pyoduct or process. Misuse of this N OA 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 because for termination and removal of-NOA.
ADVERTISEMENT: Ihe NOA raunbee preceded by the words Miami -Dade County� FIcirida, and followed by the
expiration date rnay be displayed in advertising literattire. If any'Portion of the NOA is displayqd, then it shall be done
in. its iontirebl.
INSPECTI10N:,.A.copy ofthis e.ntire NOA, shall be provided to the usef by the nuinuficturer or its distributors and
s all be available for inspection at thejob site at the request of the Build�ng; 0p, i'l
b fficia
This NOA revises and renews NOA # 12-0228.12 and consist's of this p age 1 and evidence page E-1, aswell
as appro,�ai document mentioned above.
The submitted documentation Nvas reviewed by Carlos M. Utrera, P.E.
NOA No
Expiration Date: September 4., 2018
P0 - 7 /1 Approval Date: August 8, 2013
Page I
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EWDENCE SUBMITTE D
A. DRAWINGS
1. Dra-%Vi No. IERC-9509-180-21 t t ed "Mode'
,,95OHi�ritai4e&Mo,d,el,6550itkSuinmit,(24
PA) 1009,2090, Short, Long, ilitsh a.nd'04k Summit Panels!', sheets Ithrougli 3 of 3, dated
03/-14/2003, With ievision B dated 10/1312011, prepared by Amarr Garage Doors, -sipped and
sealed by Thowas L. Sh6linerditrej P�.E.
B. TESTS
1. Addendum,to Test Report No. ATL9C 029.01-11R,
prepared by AtAe.iicon Test Lab, Inc.,
dated 06/U/2013, sign
ppd and.sea. ed by Dai�jd W. Johr o
s n, P.E.
2. Test,report on- Ev6luation of Painted Coated Specimens Subjected to Corrosive
Environments per ASTM D1654 & ASTM B1 17, prepared by.Architecturat Testing, Inc.,Test
Report'No. CM6$.01406-10,dated q4/03/A 0, signed and sealed by Gary T. Ilortman, P. E.
3. Test reports on 1) Unifdrm. Static Air Press4re Test, Loading per FBQ TAS 202-94
2) Large Missile Impact Test per FBC� TAS 201-94
3) Cyclic Wind Pressure Loading per F8C, TAS 203-94
4) TqhAe Test Der ASTM F,8
5) Vorced Entry Resistance Test per FBC, TAS 202-94
along with rnarked-ulp,drawings and installation diagram of 9"Xr7'24 ga steel garage door
Model 950, prepared by Amer . icon TestLab, Ine, T I est-Report No. ATLNC 0129.01-13R,
dated 04/&2013� signed and sealed by David V-. Johnson-,
4. Test reports on 1) Uniform Static Air Pressure Testbo ding per FBC TAS 202-94
2) Large Missile Impact Test per FBC- TAS 201-94
3) Cyclic Wind Pressure Loading per ��C., TAS 203-94
aloiig�vithmarked��!p'dr�iyings4qdinstalifitiond"' am.of 9'x 7' Mode! 950D Heritage witl
Dittasafe, 24 ga gectional Steel Garage Door, prepared by Arnerican Test Lab, Inc., Test
Report No. ATL 0311.01-03R, date.d.06/22/2006, signed and sealed by David W. Johnson,
P..E. "Subjuitled tinder NOA # 08-071& 01"
C. C-ALCULA77ONS
I. Aftchor caldulatiofis prepared by Structural Solutions, P.A., dated 04/11/2013, signed and
sealed by Thomas L. �Slielmerdine, P.E.
2. Anchor calculations prepared by Structural Solutionsi P.A, dated, 0 W 5-12012, signed and
sealed by Thoinag L. -slichnerdind, P.E. "Isitbiniffed tinder NOK 0 08-0718.01"
D. QUALITY ASSURANC, E
1. Nna-m-i-DadebepartmentofRe lat6tv find Etonornic Re§otirc (RER)
OSL
MATEMAL CER TIVICATIONS
1. I.Kone.
F. STATEMENTS
1. 8,'tatenidnt letter of code conforinance to 2010 F8C. and no financial interest issued by
Sthict,urat Solutions, PA., dated 04/11/2013, signed and sealed by Toi L Shelmerdine, P�E.
q AIILW
Carl o-s'M. Utrera, P.E.
Product Control Bxatuiner
NOAN6 13- 0503.06
jupiration bate: §epte'- ber 4,2018
FIX
Approval Date; August 8, 2013
E-1
12 GA. aAL
)STABLE ROLLERiCARRIER
!CHED�W.m� , ItV . I/a,
L NUT PER BRACKET 14G& DLRASAFC,
CERTER- HiNGE ATTACHED
V/-C4)L1/4" 3/4'
HEX HCAD SCREWS
3 5/0' RRGA. R-TRUSS ATTAC NED
W, , (0� 114' X 3/4'
HEX HEAD SCREWS AT
C4CH CENTER STILE
10 VALL-STEELL
Hill 3TEH ROLLER
IIURAsArE CENTER
INSIDE ELEVATIONL
if Pik
Im
FLAG BRACKET ATTACHED TO WOOD
�5/tO DTIL-X t�S/ht,LAG BOLTS AN
W/ (4) 1141-20 x 5/0 TRACK SPLI
W144�IGITRACX SPLICE 0— 11 HU12
C . MITH (3) 511W DIA. . 1-5/e
LAD BOLTS'
�Gi/ld DIA. A-51W
BC�
I ATrACHEI) TO JANIS
HOLCS FDR'STRUT END'HINGE
ATTACHMENT (IF STRUT 14
'IS REOTURED)
L -SEE TABLE 3) L ON PAGE 3
r OR JAMB BRACKET SPACING
TRACK CONFIGURATION FOR OB" UP: TO If TALL DDORS
3 iii/8-11 x iIa GA. (3 ff�b,
snLE STIFFENrR/ R-1.1. L1. STEILJI-Tftuss�
ATTACHED W (4) 1/4' X-3/4'
STILE AND (2) 114' 0/4' HIIX
T HEAD SCREVS,AT EACH CENTER
$IILr
\'U, 2- E00A STRUT AT
i�BDIIOH PANEL
I. STEEL RETAINE
FS OF JKREC (3) V, BOTTOM SEAL'
0.
.S.13 0. JNCHES\( N.Ta
CIPTIONAL VENT mrTAIL(7\
LARGE MISSLE
IMPACT RESISTANT
LYMPICAL BOTT131,11 11962K��
19 =FDOR OF MM' IV
A HaM102WHIZ MMo&fWXBVDjo
B JUDA1110DR02010
x w
1L. Sf�
DMON LOME
-P51.1 PSF
-60.3 PSF
le —
VA,
ARCE
ImPA(Yr
EMSTANCE
pRomcrmNlg W-
YIW the nwi&
code_ 2*17
AoOWw9*e w _.,o
. 1. -)IL 'f
OF
= RJ
3509-
1 IF I
.1. ALL THE LCAD,FROM THE DOOR 19 TRANSFERRED.TO THE VER71CAL TRACK,
FROM--THE.7RACK-nIE LOAD IS TRANSFERRED TO THE VERTICAL �JAMOS.
THE HORIZONTAL JAMS OR'HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM,THE DOOR., ,
� ,
2' EACH VERTICAL JAMSS RECEIVES.MAXIMUM DESIGN LOADSrOF-
+23o.o Las/ir '& �271.4 LBS/FT
INTERIOR.,OF GARAGE
3. �0009 AND HARDWARE.WILLBE DESIGNED, MANUFACTURED
AND INSTALLED IVITH STANDARDS, AS SET, FORTH BY DASMA,
MAX VADTH Q'O"
4, DOOR SECTIONS'SHALL79E 24 Ok (.0210) MIN-EXTERICIR SKIN
ROLLED FORMED, W1 BAKED ON POLYESTEW FINISH
6: DOOWUPIO 7W HIGH CONSI�T OF (4) SE61IONS AS,SHOWN.
DESIGN LOADS
USE,(l) 3 5/8". R-TRUSS, PER. SECTION
6; DOORS OVER (4) SECTIONS REFER 70 TABLES I AND 2
+230.0 LBS/FT SEE NOTE 2
-271.4 URS/FT
ON PACE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHAUL BE DESIGNED
BY 4 REGISTRED PROFESSIONAL ENGINEER FOR WND LOADS
INDICATED ONXHIS DRAYANO IN AODITIONJO. OTHER LOADINGS.
0. THIS APPROVAL REQU(RES-;THE.MANUFACTURER,,TO DO.TESTING,OF ALL,
COILS USED.�TO FABRICATE DOOR PANELS UNDER.THIS'NOTICE-.OF..ACCEPTANCE;
A MINIMUM OF 2 SPECIMENS SHALL -BE CUT FROM:EACH COIL AND TENSILE
TESTED ACCORDING TO AMW E-8- BY A DADE'COUNTY APPROVED LNB
SELECTED AND PAID BY, THE MANUFACTURER. EVERY 3 MONTHS. 4 71MES �A
YEAR, TIIE:MANUFAC7URER SHALL,MAIL,TO THIS, OFFICE: A COPY, OF THE TEST
REPORTS WITH,CONFIRMATION'THNT THE,,SPECIMENS WERE SELECTED FROM
COILS AT THE MANUFACTURER PRODUCTION'FACIUTIES. AND A NOTARIZED
STATEMENT-�FROM TME.MANUFACTURER:THAT ONLY=ILS WITH MELD STRENGTH
OF 32,000� PSI OR MORE 7SHALL BE:USED TO MAKE DOOR 'PANELS FOR. DADE
COUNTY UNDER THIS NCTICE'OF ACCEPTANCE.'
WOOD JAMB ATTACHMENT TO -STRUCTURE
1/2',EHBED14ENT)
SIMPSON 114' X S' TITER SCREVS-STAMNG 6' FROM ENDS, USE -PAIRS OF FASTENERS
(3' APAPI).AT 8' [LC.-(I.li2' EMBEDMENT)
HILTI 1/4' X,2-3/4',KVIX-CON II+. SCREWS STARTING 6' FROH.ENDS, USE PAIRS OF
.f*ASTENERS-(3' APART) AT 0' 11C, (II/4'j:MBtIIHr.NT)
Mswyfffte p1m ATTACHHFNT TO ngtUTED- C�gb IlLnCK, (2noo PSI GROUT) -
;M I . 318 Z-3/4' STARTINU b- FROM ENDS THEN eRl-lIr- (1 1/4'
EMBEDMENT). CDR, USE FAS6XERS FOR'HOLLOV C-90 SLUCK)
.LAGT'ANn BOLTS'CAN BE: COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
CONCRETE
CTURc STRUCTURE
I . J[ -A
]c
1�21HN 7 2- 3/4' MIN.
IX61� AMD
YP.
AVAILABLE, IRACK CONNGURAT16NS
N.T.S.
H9LLOV BLOCK
STRUCTURE
1
4'
RIW
TABLE1 TABLE 2 TABLE 4
DOOR STRUT SPACING - (BASED ON RECOMMENDED DOOR: SECTION HEIGHTS Section Center Stile Location
HEIGHT SECTION, CONFIGURATION) TOP HEIGHT. Btm 92 #3: 44- #5 46 , #7 98 PanelType (Measured from Left Edge)
A B : C D_I E F G I -H T, WIO16- Ist 2st 3rd
(ft) -,(In) on) (in)
. . . . . . . . . . . . . . . . .
_.' f�.. - 13'6" 21" 21" '211" 21 21" 18" 18". 21
7' 5 1/2" 16" 37" 5811 7.6 -1/2" -"-F$v, x5o%"� Long 24.000 48.000 72.000
" V2
TE5ff 811�1 2 V Z10, Bead, 24.625, 48.0W 71.375
8' 15112" 16', 34", 52" 70" 88 110t IZ 6" 21", 18" 18" 18" .18" 1
"3
Long 24.500 73.500
9. T vV4 11,61, 21" 21" 1:21.11 181! 18" 18" 21' 8'12 49.000
5 1/2" 13" 1 31" 1 Ag" 67" 100 1/2" Bead- 25125 49.0001 72.875
- . " � -` I�M� 9W6 W5
1 0W.'57 E7
19 5 I/Zl 16" -37" 58"- 76" 94" 112 11Z' 10'6" 21" 21." :21" 21' 21" 21" 8114 Long. 25.000- 50.000� 75.000
1V B'A Bead 25,62V 60.000. 74.375
tOM-i 11%179111� ;, ' - Q1,0 - 1. .
t2l
11' 51/2" 16' ;s34" 52", 70" '88 124.112'.!, 9'6! 21" 18" 18" 18" 18" 21 Vi6 Long 25.500 5t00D 76.60D
m M_ M Min '896. Bead 28.126 51.000 75.876
121 511211 W :.37" 58" 79",100" 1181 138 1/2"
8-6" 21 " 2111, 21 A 8-1 21'!
Long 26.000 52-000 78.00D
JV 5.1/2". 16" 681. 76' 94" 112" 130" 148 112" 71:611 18" 18" '81ja Bead :26.625, 52.000 77.376
*1 ' 1; -7-- ;4�+ I
7,7
FT-gTm
12
.1 5 11Z % - I "1 6 1, 37" 5 70' 1 -ObTl 21 142" 1 1 ., 6 0 1/2j .8,110 Long 26.600 53.00D 79.500
1. 6`6" 1 91 .18" 8`110., ead 27.125 '63.000 78.875
'696 h
TABLE-3
Long 27.868'j't 000, 81.'o
DOOR TRACK ATTACHMENT ISPLICE' Bead 27.625 1 64,000 80375
HEIGHT A: B C, D E F G I J K L M: N S
41
T .311 '1411 27" 38"' 46" '56'. 68" 7611 IV BMW= (F num JOY
A
mm
00
8811 0 Immlommo in
81 1 Y 1411 2711 3811" 4611 56". 6811 78"
MAX,SM -
10, -g4
DWGN LOADI
+51.1 PSF,
91 311 1411 27" 3811 4611 5611 6811 7811 88". 1001,
p5F
te No 0040579 wlm-�.
79 5�� W4r" F*f
1 ()1 311: 14111,27" 1'3811 46" 66" 6811 7811 881k 100". 112"
Jr,
USSLE
M.N.
w1mm m 95 ROM LARGE U
'14!' '27" �'38" 46" 56" 68". 78" low 110"j. 124" RESISTANCE . . ........ Ur...j.e
M MENITEFT'+ 775-67T.'-'. 4,558ii
m _�IAN FL
1Z 3" 14' 27" 38" _46", 6811, �7811 88'r 100" 11011 12211 1361,
CD& Ykam
m W. mkm m
13' 14" 27'. 1-38" 46" 56'1 681' 78" 88"' 100". 114" 122" 134" 148" 1651CAMIASE COMT MITON-ULER, NA 17105 VWARARQ=
MODEL DDO HERMAGS (24 GA) L003,2000
OB5 OAK SUMaT (24 0 �) 1000. 2000
-WHOi FLUSK, MD OAK 8UHMnr PANELS
MODEL
pl"�!'.T'l'
X U77m'
14" S' 14�' 27" - 11 4611 5811 68" 78" .88" 1100"1114" 1199" 113 116"' 160" SIEI OUVOY 011 OAK LM mAimmm
H I ma of ACI VAT o IRC-9509-180-21
ALL TRACK ATTACHMENT SPACING +/- 2" ALLOWED VflTH:SYP OR SPF NO. 2 OR BETTER ONLY ME a OF 3
S TR UCTURAL S OL UTIONS, P.A.
Structural Engineering n Investiga-tions-E Consultjn-g�
April 3, 2008
Nk; Brandon Gentle
Amarr GaragePoors
165 Carriage Court
Winston-Sale4 NC 27105
Re: Location ofjarrib ]3rackets and Struts
Amarr Garage Doors
Prpject No. 08-00 1
To Whom It May Concern:
The lobAtions of theiamb biackots"iind horizontal reinforcing struts for Amarr Garage Doors are shown on
the Amarr draw�bgs. It, is i6ceptable to alIow. up to'+/- 1'/2" variance iln the locatio . n of -these do�rqponents.
5821-G West'FrIendly- Avedue iR B—reensboro, North C�rolina
Z/41U (336)'856-2686 w Fax ("6) 856-2687