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Product Aoomval Menu>Product nr Annlicatlon Search>Anolication List>Application Detail
FL# FL17234-110
Application Type New
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems.inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.AOL
Ocala, FL 34474 1W W
(352) 368-6922 Ext 29
. 0&
jiathrop@cws.cc -or A,
Category Windows
Subcategory Single.Hung
Compliance Method Certification Mark or Listing, t g
a
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE '
s Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A44o-o8 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/11/2014
Date Validated 09/17/2014
Date Pending FBC Approval
Date Approved 09/18/2014
Date Revised 04/09/2015
Summary of Products
F!# Model,Number or Name Description
17234.1SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung, Non-Impact, 53 1/8"x 76"
Limits of Use Certification Agency Certificate '
Approved for use in HVHZ:No FL17234 RO C CAC CAR 138-1305.pdf
Approved for use outside HVHZ:Yes F117234 RO C CAC CAR 138-1306.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 08/15/2018
Other:SH-610, Max.size 53 1/8"x 76",Rn,Flange, DP Installation Instructions
+50/=50 PSF.Glass complies with ASTM E1300-04. FL17234 RO II CWS-935.pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:'Yes
Evaluation Reports
l R-17234 RO AE Eval Rep CWS-935 (SH-610.Non-
Impact).Rdf
Created by Independent Third Party: Yes
Coact Us::1940 North Monroe Street.Tal!ahaccoo Fl,3 399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Acc�iblilty S��men[S��ment::Refund Statement
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 malt.If you have any.questions,please contact 850.487.1395.-Pursuant to Section
455.275{1),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 emalis 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 dick hem.
Product Approval Accepts:
INK-K-1 RAN ;E:7 M
]CCUCttvNi):Mtc_
SINGLE HUNG ELEVATION (NON-IMPACT) Pvct�oN-IMPAOTREnUIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
5431V FLORIDA BUILDING CODE,CURRENT EDITION.
FLANGE WIDTH
531/6" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX UNIT WIDTH
3.CONFIGURATIONS:'OlXm.
4.DESIGN PRESSURE RATING(SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-01
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-1300.04.
481116" 38 iJa" 5.ANCHORAGE:THE'331137STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS.
8 GLASS DLO FLANGE WIDTH PRODUOT:SEE'SHEETS 8.8 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS
5 � 37° USED FOR W000 ANCHOR CALCULATIONS.
7 34 5116• I MAX UNIT WIDTH
77 IA' GLASS DLO ` 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIN[
FLANGE B BORNE DEBRIS REGION,
HEIGHT
32 i6Ns 7.ALL FRAMES AND VENTS.FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETIN
j GLASS DLO RAIL AND JAMB,
8.SERIES/MODEL DESIGNATION SH-610.
76'
MAX n t1a^ 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
HEIGHT FLANGE tiNs" TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT C
47' HEIGHT GLASS DLO ENGINEER OF RECORD.
GLASS OLO
10.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH.
O FIXED SASH
371/4" 345/16"
MAX GLASS DLO 11.SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS 1N A SIMILAR
SASH LOCATION.
HEIGH 78"
UN T
HEIGHT 30 716"
GLASS DLO
p 37 114' 34 5116".
g g MAX LASS DLO
SASH
4915116" �+ HEIGH7
MAS SASH WIDTH
i
DESIGN PRESSURE RATING
FLANGE+%50
FIN+/-.50
Lucas A.Turner
DESIGN PRESSURE RATING LUCASA.TURNER,FLP.E.58201 2014-09-1017130.04:00 x
FLANGE+1-50 9/1012014
FIN+J-50 ��!`� pRa'w���,,+ Lttw;A.Tumer,P.E.
``�
(NO EXTERNAL REINF.) �•T:`...... R Q�W Qf?Z FLVIL#58201
0 �- F•'•,���� WINDOWS&DD ORS 1239 J8Mra Ave.
No 58201 A 1900 SW 44TH AVE. North Port,FL 34288
TABLEOFCONTENTS itt * * OCALA.FLORIDA 34474 Ph.94j.380-1594
GENERAL NOTES&ELEVATIONS.....1 TITLE: GENERAL NOTES&.ELEVATIONS-.NONIMPACT
ANCHOR SCHEDULE&NOTES..........2 9a:," 9TAT E OF t�W SERIES; DRAWN BY: �'r0:
OF CHARTS&GLAZING DETAIL.........3 A �: 610 ADE 819120'
SECTION VIEWS&ALT FRAME..........4 �,i'�S"• R �'•'r},�.` 1ooEl PVC SINGLE HUNG'GALE` NTS ""No CWS-f
INSTALLATION DETAIL.....................6 8 ���i,SIONA�t41 REV.LF.TTEF: SHEET: 1 OF E
MIDPOINT
6' .� SEE NOTE 5 4'MAX 1-"i D.C.8"MAX 6"MAX r-
'�— 4'MAX SEENOTE2
6"NIAX / / 6'MAX 7
1411,F— 1412"{—
MAX 8"MAX MAX
D. . O.C. O.C.
O O
3" C 3
/ INSTALLATION
ANCHORS TYP.
/
X 3"
(SHT 41
`INSTALLATION /
cam ANCHORS TYP.
ANCHORLAYOUT-(FLANGE! ANCHOR LAYOUT (FIN) THRO NC O(MASONRY.LAYOUT
THRWOOD OPENING)
U FRAME(MASONRY,METAL.OR WOOD OPENING) THRU NAIUNG FIN(WOOD OPENING)
OVER 37'UNIT WIDTH,IND SILL ANCHORS RFOUIRFOI ALL SIZES ]Y UNIT WIDTH ANO UNDER.IND SILL ANCHORS REOUIREDI
NOTES:
i.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4"FOR MASONRY OR WOOD,AND 118"FOR METAL.
USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3116"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 114"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.
A MINIMUM EDGE DISTANCE OF 2 1/2 IN ANY DIRECTION,SHALL BE ACHIEVED.
5.#10 PAN HEAD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT 01`1 318"INTO 213Y WOOD BUCK.A MINIMUM EDGE DISTANCE OF 718"SHALL BE ACHIEVED IN ANY DIRECTION IN FLANGE FRAN
INSTALLATION. IN FIN FRAME INSTALLATION,#10 WOOD SCREW W/INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2'INTO 2 BY WOOD BUCK(THRU FIN AND THRU FRAME)THE MIN.EDGE DISTANCE
SHALL BE 112"IN ANY DIRECTION.
6.#10 WOOD SCREW WITH INTEGRATED WASHER THRU FIN MUST BE NO LESS THAN 1"AWAY FROM THE THRU FRAME ANCHOR AT FIXED MEETING RAIL.ELSE FOLLOW THE REQUIRED SPACING.
7.910-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS.
8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS
IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
10.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE.MINIMUM STRENGTH SPECIFIED BELOW. LUCAS A.TURNER,FL P.E.662G1
11.INSTALLA9/10/2014
A.WOOD-FION ANCHOR MINIMUM SPECIFIC GTIES FOR RAVITY OF G=0.55(SOUTCTS HEIN ARE BASED ON SUBSTRATE ERN PINE R GREATER) MATERIAL WITH THE FOLLOWING PROPERTIES: `,0.11O{PEV�flr�4 � Lucas A.Turner,P.E.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2.846 PSI. •+ P•""•"'•lG��i e
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). 4Qy'�`D> +v SF•��'�� wIN001v5&000HS FL Pu ara Ave.D.ALUMINUM-118"THICK MIN.,6063 T5 MIN. . 1239 Jabara A
E.STEEL-.OGD"THICK MIN.,33 KSI MIN. v f Nc 58201 1900 SW 44TH AVE. North PDA,FL 34289
*. * i OCALA,FLORIDA 34474
Ph-941--MO-J574
12.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE GONE 0Y OTHERS IN ACCORDANCE WITH :v: ;¢ {TLE: ANCHOR SCHEDULE&NOTES-NON IMPACT
THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: '9 t STATE OF .ii ti
FMAlAAMA 100(FIN WINDOWS), �, A /V: SERIES: ]RAWNFiY: A'I E:
FMAIAAMA 200(FLANGE WINDOWS), '/ Q` 610 ADE 819/20
WSA
FMANVDMA 250(BOX WINDOWS), ���4'SS�OONRA, �� '.IoorL`PVC SINGLE HUNG'OAiP NTS wc.No.:CWS-!
FMA(AAMAIWDMA 300(EXTERIOR DOORS). �N�i�L����L p+++ sv.Lr rreH: 5!IES 1 2 OF E
Desl n Pressures(PSF)with Glass Types A,8,C,or D
g472
Sash Unit Widths(in.) 718'OVERALL
In,) Hel hts(in.) 23 1/2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8 3/16"ANNEALED
17 +50/-7s +50/-75 +50/-75 +50/-75 +5o/a5 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 1/2'AIRSPACE
19 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 3116"ANNEALEO
2 20 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/•73,1
2 21 +50/•75 +50/•75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.4 +50/-70.6
2 23 +50/-75 +50/-75 +50/-75 +50/-75 +50-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/•68.9 +50/-66.2
2 25 +50-75 +50/-75 +50/-75 +50/-75 +50-75 +50/-75 +50/-75 +50/-75 +50/•72.7 +50/-65.2 +50/-62.6
2 26 +50/•75 +50/-75 +50-75 +50-75 +50/-75 +50/-75 +50/-75 +50/•75 +50/-71 +50/-63.6 +50/-61 - 518"GLASS BITE
2 27 +50-75 +50-75 +50/-75 +50/-75 +50/-75 +50-75 +50/-75 +50/-75 +50%69.5 +50/-62,1 +50/•59.5
2 29 +50/-75 +50/-75 +50-75 +50/-75 +50-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/•57
2 31 +50/-75 +50/•72.9 +50/-72 +50%71.6 +50/-7L6 +50/-71.6 +50/-71.6 +50/-71.6 +50%64.6 +50/-57.3 +50/-54,8
65 1/2 32 +50/-73,2 +50/-69.1 +50/-66 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67,3 +50%63,6 +50/-56.4 +50/-53,9 46 PURFECT GiAllE"H'
67 1/2 33 +50/-69,8 +50/-65.6 +50/-64.4 +50/-63.7 +50/•63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53
71 1/2 35 +50/-64 +50/•59.7 +50/-58.3 +50/-57.3 TSO/.56.5 +50/-56.5 +$0-56.5 +501-56.5 45p/-56.5 +50/"53.9 +50/-51.5
74 3/4 36 5/8 +50/-59.9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-51.7 +50/-50.4
76 37 1/4 +50/-58.5 +50/-54.2 +50/-52.6 +50/-s1.s +s0/•so.z +50/-50 +so/-so +50/-50 +m/-50 +50/-so +50/-50 GLASS TYPE C
FULL SIZE
718'OVERALL
3116"TEMPERED
112'AIRSPACE
3116'TEMPERED
71B"OVERALL 718"OVERALL _
1B"ANNEALED 118•TEMPERED
IE
518"CLASS BITE
518"AIRSPACE 518"AIRSPACE
118"ANNEALED I/8"TEMPERED
46 PL552 OR
URFECT GLAZE'H"
Tlsc
S/8"GLASS BITE 518"GLASS 817E GLASS TYPE D
FULL SIZE
LUCAS A.TURNER.FL P.E.58201
SIKAFLEX 552 OR SIKAFLEX 562 OR %&.&.
48 PURFECT GLAZE"H" 46 PURFECT GLAZE"H" �t ypREiM" Lucas AI'rumcr.P.E.P••..........i6wP;10ENg GQ , FI.PFNSR201
O4 F •2. WINDOWS&DOORS 1239 Jabara Ave.
GLASS TYPE A GLASS TYPE B No 58201 ;,A: 1900 SW 44TH AVE. North Part,TL 34288
FULL SIZE FULL SIZE *_ OCALA,FLORIDA 34474 Pk 941-3A0-1574
b; CCTITLE: DESIGN PRESSURE CHART I GLAZING-NON IMPACT
NOTE: �P STATE OF 1L: .'
��• P �� seRlEs: 810 unwN BY:ADE onre, 819120'
1.IF SIZE INTENDED IS NOT SHOWN, ��i,4`S;•C C q 10.••'G��� !:DUEL: CAI.E OwG.NO:
USE NEXT LARGER SIZE. 'IyS�GNA�tiC1s��, PVC SINGLE HUNG�e1 LCTT[R1:1 SIIEEi: 3 OF 8
2
4
31 14 1 1
1 3 8
33
HORIZONTAL SECTION VIEW ,o
26
6 � 1
1 7 l�
30 D
8 3
33
3 O EXTERNAL REINF.ON G�
7"UNIT WIDTHSAND UNDER
31
5 ALTERNATE FIN FRAME
1 2 3
3 U 11
3
LUCAS A.TURNER,FL P.E.66201 x -
0/2014
26 �OREij, �s Lucas A�TLmer,P.E.
1y ` i
��.9 P...
�CENsF•,A��,� mdmrnmnolls FLPubmAE 45820 1
1239]ahem Ave.
v• No 58201 :�'P 1900 SW 44TH AVE.
VERTICALBECTIONVIEW OCALA FLORIDA 34474 North Port,FL 34288
Ph.941-380-574
ITLE:SECTION VIEWS/ALT.FRAME-NON IMPACT
"p STATE OF :kap: SERIES: uRAwNr3v: )AT[-:
610 ADE 819/20
?�,E'S•�OR1Qr'�``�� 1111 PVC SINGLE HUNG CnLE• NTS wuG,NO.:CWS...
IINOTE:ITEMS 3841 ARE USED BUT NOT SHOWN FOR CLARITY. �hrSiONAi r '�,,� L'.LETTER: -NEST: 4 OF E
A PART DESCRIPTION MATERIAL VENDOR
H-6124 HEAD OUTERFRAME PVC ATN FRAME CORNER
11.6125 JAMBS OUTERFRAME PVC ATN 37/16• 31/2- -{ CONSTRUCTION
a T/1s"
H=6126 SIL OUTERFRAME PVC ATN
'~ H-6932 SASH SIDE RAIL PVC ATN 062"
H"6136 SASH BOTTOM RAIL PVC ATN 1
H-6137 FIXED MEETING RAIL PVC ATN -062°
H-6138 SASH TOP RAIL PVC ATN •062"
S•6241 GLAZING BEAD PVC ATN 3 8116" 3 9!16- 3 WEI
S•6142 SASH STOP PVC ATN p�
S•6243 SCREEN ADAPTOR PVC AN B �l CORNER WELD(ALL SIDES)
P-5085 WSTP OLONBULB VINYL AMESBURY IL, lJ 3
P-5086. WSTP OLON BULB VINYL AMESBURY U
BALANCERS.CONSTANT FORCE RT CALDWELL
P-5392 SASH TILT LATCH NYLON CALDWELL PVC FRAME HEAD-H-6124
PVC FRAME JAMB H-6125 PVC FRAME SILL_H 6126
P"5393 PIVOTCARRIER NYLON CALDWELL
P-5396 PIVOT BAR SS CALDWELL 17/16" �-111/16"- 7
P-3515 98 x58 PHI L FLAT WHITE SMS STEEL FASTENAL '17/16— 2118"
P•4146 9BX3 4 PHIL FLATtek STEEL FASTENAL {IIS- L
P•3028 SETTING BLOCK RUBBER FRANK LOWE {062" .682" 002" FIXED MEETING RAIL
S-2001. INTERLOCK RAIL ALUM ASCEND 17116" 1 7!1 5 1 7/66 •DBT 1 7116 OSCREWED UTERFRAME
ETHER WITH
S•2006 REINF SASH SIDE RAIL ALUM ASCEND
S-2007 REINF BOTTOM RAIL ALUM ASCEND
S-2008 REINF FMR ALUM ASCEND PVC SIDE RAIL_H•6132 PVC SASH BTM RAIL_H-G136 PVC SASH TOP RAIL—H-6138
S-2009 REINF TOP RAIL ALUM ASCEND PVC SASH FMR H•6137
S•2011 REINF EXTERNAL ALUM ASCEND
P-5388 LOCKS NYLON LAWRENCE
P-5389. KEEPERS NYLON LAWRENCE g 074" �+�/ �[i 1+13116'
P-4779 WEEP COVER NYLON . M&M 5116'Ti .�-0 1 316' 1 4 70 ♦•S1/4_L 20 �I1 1.
1 P-5397 F R ENDCAP NYLON M&M r B - ��lL��..
1 P•5400 COVER FMR REINF: PVC TEAM PLASTICS .050"— 062" .050 13/16" 8/6" 062"
1598" 6116" 5!8°
HOTMELT SILICONE TRUSEAL —�-
P•33D5 WSTP.:270%387 SDFTTOUCH FIN ULTRAFL PVC SASH STOPS-6138 PVC SCREEN ADAPTOF;L-MJ43 ALUM IJERLOCK_S-2001 ALUM REINF.SSR_S-2008
PVC GLAZING BEADS-6141
P-5425 WSTP.200 X 5/8-X SIB"DUST PLUG ULTRAFAB
P•539D HOLE PLUG NYLON
i GLASS SEESHEET3
i P-4638 9SX2.12PHILTRUSStek STEEL FASTENAL 16118 13116"
P•3218 SCREEN FRAME ALUM FLA SCREEN 111 �{I13116.062" .06T 23 q 3!B"
1 P-4754 SCREEN CORNER KEY NYLON FlASCREEN ---{- --1-- -�- rG � 2
91 B" 062 .126" y1
6"
1 P-3226 SCREEN SPUNE DAPA
7 P-3029 SCREEN LIFTS SUMMIT
P-3033 SCREEN SPRINGS Fla SCREEN ALUM REINF.BTM RAILS-2007 ALUM REINF.FMR_S-2008 ALUM REINF.TOP RAILS-2009 ALUM REINF.-EXTERNAL-S-2011
LUCAS A.TURNER,FL P.E 682D1 7
`,11Lun1rrryi�2 9/10/2014 I
SSS+ Pp10RE11.�•;. -, 11m
Lucas A.7er,P.F. I
L . FL PG 958201 I
,J VP:4\OF.NSP2% TVWUOWS&noolt5 1239JaharaAve.
No 58201 •:�'1i: 1900 SW 44TH AVE. North Port,P1..34288 I
* S* OCALA,FLORIDA 34474 Ph.941-180-1574
b i * TITLE: EXTRUSIONS/B.O.M:NON IMPACT
STATE OF Ef.lESt RAWN BY:
610 ADE 8/912014
1?•NG,�.` WODEU PVC SINGLE HUNG;r,ALE 1.2 �wG NO.'CWS-935
�i�h+ONAi1 �\�S TGV.LETTER: HEET: 5 OF 8
INTERIOR
INTERIOR FINISIiyam"RAIN,EMBEDMENT FINISH BY
BY OTHERS (SEE'NOTE i) 1318"MIN.EMBEDMENT OTHERS
(SEE NOTE 1)
INTERIOR FINISH CONCRETEIMASONRY '' '� ��.' .{�;••yy••
1!4"MAX.ShIIM--•�
SEALANT BETWEEN BUCK BY OTHERS BY OTHERS :X :''"'�•. {^114"MAX.SHIM. - ',.'•'
AND OPENING BY 07HERS - I'•••• I I (SEE NOTE 1) (SEE NOTE 1)
INSTALLATION ANCHOR,3116"DIA. 4. 4 9 "1I MIN.EDGE DIST..
211T MIN EDGE DIST - MASONRY SCREW. a'e .` t� O A► (SEE NOTE 1)
SEE NOTE 1) (SEE NOTE 1) h•,
`ONCRETEIMASONRY—:r �'p; °i p,p •P'• • •'-{' .• Q•a per—INSTALLATION ANCHOR,
3Y OTHERS :f p °' '••' .4•n.• '''. #10 WOOD SCREW WI
^•" 1 1/4"MIN EMBEDMENT 4 ❑ A WASHER
EXTERIOR FINISH
f- '1 (SEE NOTE 1) 4 A.A D•G• (SEE NOTE 1)
3Y OTHERS _ 1 BY BUCK 1'MIN.EDGE DIST. A a' '
BYOTHERS (SEE NOTE 1) p A Q '' 9Y O HERS BUCK
-ERIMETER SEALANT 1 A �rrt"'t'• A
3Y INSTALLER 114"MAX.SHIM
(SEE NOTE 1) 1 BY WOOD BUCK •, SEALANT BETWEEN BUCK
SEALANT BEHIND BY OTHERS SEALANT BEHIND FLANGE AND OPENING BY OTHERS
BYJNSTALLER
LANGE BY INSTALLE INSTALLATION ANCHOR.3116"DIA.
PERIMETER SEALANT EXTERIOR FINISH
MASONRY SCREW. HORIZONTAL SECTION BY INSTALLER BY OTHERS
(SEE NOTE I) FRAME-(MASONRY) EXTERIOR FINISH
BY OTHERS HORIZONTAL SECTION
6 FRAME(WOOD)
CONTINUOUS DOUBLE 1/4"BEADS OF SEALANT
SEALANT BEHIND FLANGE �—.AROUND PERIMETER AT ALL INDICATED
BYINSTALLER. ,/ POINTS BETWEEN FRAME AND BUCK
BYINSTALLER.
PERIMETER SEALANT 114"MAX.SHIM
BY INSTALLER (SEE NOTE 1)
EXTERIOR FINISH �p o• ° ° p
BY OTHERS °D •� p`�D ° D ° D
CONTINUOUS DOUBLE 1/4'BEADS OF SEALANT
" ° D °D ►p D o D. °
:LANGEBEALANT BEHINL) D° ° ° D °
- AROUND PERIMETER A7 ALL INDICATED D D
NSTALLER
POINTS BETWEEN FRAME AND BUCK •D°'DD D. p D D
BY INSTALLER. °D ° D. b• °D, °• °'°•° 'It" °
C °p D °D• o D• b ' ° ' �g TE:N SILL ANCHORS
'ERIMETERSEALANT o ° D D °D •►D D' • DREOL TIRED,
3YINSTALLER 1/4"MAX.SHIM
nrim (SEE NOTE 1)
EXTERIOR FINISH CONCRETEINIASONRY
a'. rL'g1 ALTERNATE PRECAST SILL DETAIL
3Y OTHERS r'; ••a. r OY OTHERS �J
' :• .o. •. SILL STOOL FRAME(MASONRY)
BY OTHERS. .. LUCAS-A.TURNER,FL P.E.66201
a• a• a o- P •• °'' ~ • —
USESOLIDWOO1111 n•iq! 91)02014
n
b,. o. o.•: p• p,P D P.` P,a o.P ,p SUPPORT TO MAKE
E- �pttyORE4y q��ii Lucas A.Turncr,P.E.a :p,p.p• o a. e• • a� •p• SILL LEVEL BY OTHERS `��5 f`DF•NS•r(����'
• � FL PE H58201 �
•P• '• •P o :°,o a: :a,.a..�� Jp: F •,L� WINDOIYS&UUU1L8 1239)abam Ave.
CONCRETErMASONRY „+Z,l No 58201 4 2 1900 SW 44TH AVE. North Pari,Fl.34288
BY OTHERS NOTE:NO SILL.ANCHORS '*? * *S OCALA,FLORIDA 34474 Ah.941-380-1574
�VERTICAL SECTION REQUIRED. C TITLE:
FRAME(MASONRY) o ;2 INSTALLATION DETAIL THRU FRAME-NON IMPACT
�'p STATB OF UJ,� aENIE$; RAW"BY: )ATE;
,:_�� 610 ADE 8/9/2014
7E 1:FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,LMBEDMEN iii/�s• 0 R)a• G���� 1IlDF_1.: CALF; WG.ND.!
NO GAPS,AND ON SHEET TRATE RESTRICTIONS REFER TO i���'s`O A'�C1,,t� PVC SINGLE HUNG LV.LLTILR: SHEET: 6 OF 835
TE 1'FOR CLARIFICATION ON ALLOWABLE ANCHOR TYPES,EMBEDIA S,
SHEATHING^, HIM� {�--- —IJZ MIN EMBEDMENT rH NOTES ON SHEET 2AND RATE RESTRICTIONS REFER TO
BY OTHERS I (SEE NOTE 1)
�\ 2 BY WOOD BUCK
EXTERIOR FINISH--_ °• l BY OTHERS
13YOTHERS
°•°• /'�
°,gyp• INSTALLATION ANCHOR,
SEALANT BEHIND FIN—��°•O�o• 010 WOOD
SCREW WITH INTEGRATED
BYINSTALLER `aao• WASHER
(SEE NOTE 1)
PERIMETER SEALANT8 -JM MIN.EDGE 01ST.
BY INSTALLER /R°A { (SEE NOTE 1)
WINDOW WRAP
BYINSTALLER 1/4•MAX.SHIM
(SEE NOTE 1) 2 BY WOOD BUCK •moi 114"MAX.SHIM
BY OTHERS (SEE NOTE 1)
INSTALLATION ANCHOR,
810 WOOD SCREW W/INTEGRATED - Im MIN.EDGE DIST.
WASHER(SEE NOTE 1) (SEE NOTE 1)
1 1 r2^
MIN.EMBEDMENT
(SEE NOTE 1)
SHEATHING
BY OTHERS o•B�d�• .
EXTERIOR FINISH
BY OTHERS LIVMVINDOWWRAP
SEALANT BEHIND FIN
BYINSTALLER BYINSTALLER
PERIMETER SEALANT
SEALANT BEHINDr
114"MAX.SHIM BY INSTALLER.
BYINSTALLER (SEE NOTE 1) HORIZONTAL SECTION
WINDOW WRAP FIN(WOOD)
BYINSTALLER rin1
1(2_MIN.EDGE DIST.
(SEE NOTE 1)
PERIMETER SEAy
BYINSTALLER
2 BY WOOD BUCK
BY OTHERS LUCAS A.TURNER,FL P.E.56201
EXTERIOR FINISH � ��1 ��• Lucas A.Tomer,P.E.
9/10/2014
INSTALLATION ANCHOR,BYOTHERS810 WOOD SCREW W!INTEGRATED �v Pµ.....,,•T 4WASHER Q`,j. �O E 7Jg'.L•Q 1 %&OU's
FL PF.#58201
(SEE NOTE 1) V Y F'••'L 4 &DOOR5 1239 Jabara Ave.
��• No 58201 n�: 19DO SW 44TH AVE. North Pori,PL 34288
SHEATHING (. 1-=MIN EMBEDMENT .k �. OCALA,FLORIDA 34474 Ph.941.3&D-574
(SEE
BY OTHERS )
NOTE 1 P-Q 3 :cc= ITLE: INSTALLATION DETAIL WOOD CONST.-NON IMPACT
"p' STATE OF .U/+
:0 �; sERtes; 61D DRAWN BY:
ADE 7ATE: 8/912014
VERTICAL SECTION � �'• O R 1 P'•��, .1ODCL' 3L"AIB Wf3.ND,'
�? FINFIN(VJO PVC SINGLE HUNG NTS CWS 935
4���ONA111E��`� 3Ev:LErrER: ,1tEEr. 7 OF 8
SHIM
(SE NOT
(SEE NOTE 1)
INSTALLATION ANCHOR,
116"ALUMINUM OR IfB"ALUMINUM OR 910 SCREW.FULL THREAD
1116"STEEL MIN.REQUIRED 1116"STEEL MIN.REQUIRED ENGAGEMENT REQUIRED.
(SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER 118'_J MAX.SHIM Em
_ (SEE NOTE 1)
b
BYINSTALLER
INSTALLATION ANCHOR;
$10 SCREW,FULL THREAD
SEALANT BEHIND FLANGE
ENGAGEMENT REQUIRED.
(SEE NOTE 1) .SJ
PERItAETER SEALANT
BYINSTALLER
SEALANT BEHIND.FLANGE
BYINSTALLER
H HORIZONTAL SECTION
B
UOUS DOUBLE 114'BEADS OF SEALANT
PERIMETER AT ALL INDICATED
BETWEEN FRAME AND BUCK
ALLER.
SEALANT BEHIND FLANGE 1/8'MAX.SHIM
BY INSTALLER01:4AR
nrrl (SEE NOTE 1)
PERIMETER SEALANT
BYINSTALLER
116"ALUMINUM OR LUCAS A,TURNER,FL P.E.66201
V16"STEEL TAIN.REQUIRED
(SEE NOTE 10,BHT 2) %ORE W q �/� Lucas A.Tumler, RE,
G VERTICAL SECTION .p`;:'�G E Ny'•G•Q ''iDw �r'1�YfdWvf$ FL PE#58201
e JG, 4 F •,2fi P WrNOows&DOORS 1239 Jabara Ave.
v; No 58201 191]0 SW 44TH AVE. North Pore,FL 34288
*T * t* OCALA,FLORIDA 34474 Ph.941-380.1574
2� TITLE: INSTALLATION DETAIL THRU METAL-NON IMPACT
C91 STATE OF .0/:
SERIES:610 RnavN BYo ADE DnrE. 819/2014
•E 1: 0 CLARIFICATION OWABLE ANCHOR TYPES,EMSEDMENTS, �i tC•"'•.O R 1 Q.•'•`Q 'dODEL 'GALE' ON!G.NO.;CWS-
IM 935
NOTES AND ON SHEET TRATE RESTRICTIO14S REFER TO ���''sS;ONA;E,t��� PVC SINGLE HUNG��LETTER: ShIEET: 8 OF 635
i
Xli
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i3f „�USER:Public user
Itv 11i..+'i4lin!rt
Prod=Approval rt-nu>Product or Aoollcation Ses-ch>.Aoolication r.ist>Application Detail
FL# FL5777-R3
_.._.__.:_.._.___.. ....,.,.. ,' Application Type Revision
Code-Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Michael LaFevre
mlafevre5l@gmaii.com
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 221
jthompson@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
t` Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A. Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL5777 R3 COI EvalReo CWS-244A(Non Impact 3 in Mull).ndf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-06 2006
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/22/2012
Date Validated 03/26/2012
Date Pending FBC Approval 04/10/2012
Date Approved 06/11/2012
Summa!of Products
FL# Model,Number or Name Description
5777.1 Adjustable(Angled)Mull Adjustable Mullion for Alum.and PVC Windows.
Limits of Use Instaliation Instructions
Approved for use in HVHZ:No FL5777 113 II CWS-243A(Adi Mull Instail)ndf
I Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure:+N/A/-N/A Evaluation Reports
Other:Not for use in HVHZ.See Mullion Product Evaluation FL5777 R3 AE EvalRep CWS-243A(Adi Mull Install).pdf
Report for complete list of Limitations and Conditions. Created by Independent Third Party:Yes
5777.2 I CWS-1758 Mull Bar 13"Mull Bar for PVC Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5777 R3 II Clh(S-430A Q in Non-Impact) ndf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes j
Design Pressure:N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete !! FL5777 R3 AE EvalRep CWS-430 (3 in Non-Impact)ndf
list of Limitations and Conditions of Use. I Created by Independent Third Party:Yes
i I
5777.3 I CWS-1759 Mull Bar 4"Mull Bar for PVC Windows.
Limits of Use l Installation Instructions
Approved for use in HVHZ:Yes FL5777 R3 II CIMS-431A(4 in Non-Impact).2d
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant.No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete FL5777 R3 AE EvalRep CWS-431A(4 in Non-Imoactl pdf
list of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.4 CWS-1760 Mull Bar 1
i 5 1/2"Mull Bar for"PVC Windows.
Limits of Use installation Instructions
Approved for use in HVHZ:Yes FL5777 R3 II CWS-432A(5 in Non-Imoactl pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See Mullion Product Evaluation Report for complete FL5777 Ra AE EvalRep CWS-432A (5 in Non-Impct)pd`
1 list of Limitations and Conditions of Use. Created by Independent Third Party:Yes
5777.5 CWS-1950 Mull Bar 2"Mull Bar for Aluminum Windows.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5777 R3 II CWS-245A(Non-Impact 2 in MulO.odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:+N/A/-N/A Evaluation Reports
Other: Not for use in HVHZ;See Mullion Product Evaluation FL5777 R3 AE EvalRep CWS-245A(Non-Impact 2 in
Report for complete list of Limitations and Conditions of Use. Mull).Pdf
Created by Independent Third Party:Yes
5777.6 CWS-1952 Mull Bar 13"Mull Bar for Aluminum Windows.
Limits of Use Installation Instructions I
Approved for use in HVHZ:No FL5777 R3 II CWS-244A(Non-impact 3 in Mull).pdf
Approved for use outside HVHZ:Yes Verified.By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-N/A Evaluation Reports
Other:Not for use in HVHZ; See Mullion Product Evaluation FL5777 R3 AE EvalRep CWS-244A(Non-Impact 3 in
Report for complete list of Limitations and Conditions of Use. Mulll.pdf
�_ I Created by Independent Third Party:Yes
Z' MULL BAR ELEVATIONS wu T^T IAULL BAR INSTALLATION REQUIREMENTS:
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE,CURRENT EDITION.
2.CONFIGURATIONS SHOWN:(SEE SHTS 2.3)
1.VERTICAL
2.HORIZONTAL
3.ALL MULLION EXTRUSIONS ARE 6063-TG ALUMINUM.
4,SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES,LENGTH AND ANCHOR
SCHEDULE.(SHEETS 2-3)
rS.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW
I r OPENING AND ALL WOOD FRAMING AROUND WINDOW.
T r I v S.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE
LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY'REQUIREMENTS RESTS
�A_ --ANCHOR SOLELY WITH THE ARCHITECT,ENGINEER OF RECORD,BUILDING OWNER OR CONTRACTOR.
CLIP
7.APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
/ ANCHOR `� DEBRIS REGIONS.
NCHDR-1 CLIP
LIP —— — — B.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS.DOCUMENT APPLY ONLY
TO THE MULLION.WINDOWS MUST BE,APPROVED UNDER SEPARATE APPROVAL,
6 1 V 9.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED B`(THE LESSER DESIGN
I ® I PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
10.ix OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE.BUCK AMD FRAMING IS RESPONSIBILITY
OF ARCHITECT OR ENGINEER OF RECORD.
11:SINGLE UNITS TO BE IAULLED ARE NOT LIMITED TO THOSE SHOWN IN TMS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW
4 SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC.
_ 12.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.VERTICAL
MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
ANCHOR-'L I
CLIPI 'P 13.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT
EXAMPLE HOR17.ONTAL MULLION -B-GO q WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS SHOWN HERE
FOR PVC WINDOWS FOR SECTION VIEWS ONLY EXAMPLE VERTICAL MULLION IN.
FOR PVC WINDOWS FOR SECTION VIEWS ONLY
14.THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOO ANCHOR CALCULATIONS.
15.REFERENCE TEST REPORTS:
NCTL 210-3422.1,-1A,-2,•2A,-3,-3A,-4,•4A
NCTL 210.3427-1,-1A,-2,-2A,-3,.-3A.M1,-4A
LUCAS A.TURNER,FL P.E,5&201UPDATED PER 2010 FBC1!1512011
%
ol pWRE4jif�ry0,
tom:/-i°� WINIJOWS&DOORS •• ••
?.J:
No. 56201 %1) 1000 SW 44TH AVE.
TARLEOF CONTENTS y : OCALA,FLORIDA 34474
Lucas A Tumer,P.E, 2012-02-06 12:59-05:00
VERAL NOTES&ELEVA71ONS....:...,..1 GENERAL NOTES&ELEVATION-3"MULLBAR _
y9�. STATE OF : Huta: �Hnr:h!!•r:
74OR SCHEDULE.................................2,3 r O'. �/ PVC MULL BAR R.S. 12121.011
FRUSIONS&B.O,M...............................4,5 PROPRIETARY AND COLFIDETRM 2/6/2072 'i'n••'c P,:' —� �_�„_.�,-„-_`�� _.
LLBAR SECTION VIEWS.....................6,7 THE INFORh4lIlONCpMA1NEDIHTHIS DRATJII:GISiHE80LGPROPERTY OFCUSTOLI �'��SOR: ����� U°ziLt3"ALUM.MUII. n1'�' MTS Jp'""'CWS-430
.. ,. VMIDOWSYSICI.IS,INC.AINSEPRODUCTIO,N In iwa ORAS A WIIOLEWITHOUTTHE 'IIS/ONA�� ��
TALLATIONDETAILS......,,,,. 6,9 VJRIiTEJJPERR'ISSIOtJOFCU';TOSIWIIJRO%VUYSTEIAS.INC.ISPROHIDITED. IfIIJJJ1Jllt�� F V..t.fTlli;A :IIL-tLI: 1 OFU
IJ18-'MIN.EDGE DIST.PI SEALA14T BETWEEN FRAME CONCRETFJMASONRY--\ LICK
AND OPENING BY OTHERS BY OTHERS 'I IW MIN. 2 Ely WOOD a l3t8"MIN.
EMBEDMENT[81 BY OTHERS JAI EMBEDMENT(Cj
CONCRETO INSTALLATION ANCHOR ` -
coNcilemimAsomily
I •
I-v-,u I.41N. �-BYOTHERS
1 BY WOOD such 1110 WOOD ANCII01i d,A 6
MASONRY EMBEDMENT[8) BY OTHERS CAI WITH WASHER(C)
By OTHERS
EXTERIOR FINISH 4 A
RETRO FIT
SEALANT BETWEEN
BY OTHERS N�w ' . t
...... 'A� .. I; .' FRAME AND OPENING
mj MULL BAR CLIP
(SEE NOTE 2)
wCHOR'- �4 . A I: :�-:! BY OTHERS
INSTALLATION A
3116'DIA.LiASONRY 3"HOSIZ.
PERIMETER I BY WOOD BUCK �4 __-MULLBAR
SEALANT BY ANCHOR WITH WASHER[8)
BY OTHERS(A]
IN 4
EDGE DIST.JCJ
SEALANT ALONG Tl 4
HORIZ. 1 118*MIN
MULL BAR EDGE DIST.161 •
OUTSIDE EXPOSED 4.
EDGE OF MULL BAR
PERIMETER SEALANT PERIMETERSFA NT----�
LA
SEALANT BETWEEN FRAME • 2 BY INSTALLER By INSTALLER EXTERIOR FINISH
RETRO)FIT V_'INSTALLATR3N ANCHOR, AND OPENING BY OTHERS BY OTHERS
MULL BAR CLIP EXTERIOR FINISH SEALANT ALONG Sr"ANTAIONG
POSED
(SEE NOTE 2) ANCHOR WITH WASHER 101 By OTI IERS OUTSIDEEX OUTSIDE EXPOSED K H0_AIZ_mQJ'uAMS
3116'DIA.MASONRY _$gqLIQNL
EDGE OF MULL BAR EDGE OF MULL BAR 8 RETRO PIT CLIP(WOOD)
&R,
JAMB SHOWN,HEAD SIMILAR
(
,,jjCLRI7.MULL JAMB SECTION
H RIAETRO FIT CUP(MASONRY)
RETRO FIT--7 INSTALLATION ANCHOR,
MULL BAR CLIP - 3ilaw"DIA.MASONRY
SEALANT ALONG
1.17 ANCHOR WITH WASHER j8j
VERTICAL
OUTSIDE EXPOSED
EDGE OF MULL BAR
MULL BAR
3'VERTICAL- RETROFIT INSTALLATION ANCHOR,
MULL DAR MULL BAR CUP NRY PERIMETER SEALANT—
.' ZA M'SO
F A'1`I8HO.'WlTHWASHERjCj BY INSTALLER u
SEALANT .
OUTSIDE EXPOSED EXTERIOR FINISH
EDGE OPMULL BAll- SILL STOOL BY OTHERS BY OTHERS
(SEE NOTE) o'j,'k 1 114-MIN.
C0NrRE,Trjf,,tASowRY-[P� 1.
Rs I, EMBEDMENT(B)
BY OTHE
PERIMETER tla• ';b . 0, 0 ' 01. v
SEALANT BY b
INSTALLER h - P.
. . /,,-SHIM AS RECrO REFERUCE NOTES:
& TO MAKE LEVEL
EXTERIOR FOR MULL BAR MIN A SEE NOTE I0.SHT1
--',ALTERNATE PRECAST SILL DETAIL EDGE DIST.JBI
FINISH BY
OTHERS t'L 8 SEENOTE tiSHT2
C SEE NOTE 2,SHT2
ElABEDMENTJOI !11 51201'
I-VX MIN,
d.
_qTPDP:TEfrPr�Y0T0 rBC
LUCAS A.TURNER;FL P,E,50201
A0
40REW
T
Uk MIN 0
CONCR5TEJ
♦ T Flows a DOORS
EDGE DIST.181
MASONRY J'• No. 50201 1900 SW 44TH AVE.
BY OTHERS -A Z OCALA,FLORIDA 34474
(a �e,!SCIFITCUP(t ASONRY) ;*z
kc.- RO FIT CLIP MASONRY INSTALLATION DETAILS-3"MULL TAR
NOTE: :5i L• STATE OF
%o 0.. . I,—r"'.-—--_-_r'I Inv:—r
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE FROPFUUARYAIM Couimiuwl. 21612012 1;0 A' '"FIVCMULLBAR
OF MULLED WINDOWS AFTER INSTALLATION
THE 1NF0FVAAV0NCaNTA1',ED IN THIS DRAWNG IS THE,SOLE PRQP&RTY0FCUGTUI1 s. .......... WD: T
3.1 ALLIM.MULL ATS CWS-430
2.RECESS RETRO FIT CLIP 114'MAX FOR ANCHOR MHOOVI SYSIEM.SING.ANY nEPRODUCTICH N PART OR AS A%qHQL1:WrHou r TIE ONA%-
CLEARANCE WHEN INSTALLING WINDOW UNITS $v"IrTEN P01.35610.4ar CUSTOUVIINDOw SYSTFJ.ASI INC.Is PRO11101TEIL BOF9
.........