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Il
240.6 0.063"Alum Panels+ Polycarb 0.063"Aluminum Storm Panels with 0.085"Clear
Polycarbonate Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other: j
240.7 0.085"Polycarb Panels 0.085"Clear Polycarbonate Storm Panels for use with
11 18-24ga Steel Panels or 0.0375"-0.063"Alum Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
j Design Pressure:
Other:
i
240.8 0.10"Polycarb Panels(Miami-D 0.010"Clear Polycarbonate Storm Panels for use with
20ga Steel or 0.050"/0.063"Alum Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verifled By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
240.9 18ga Steel Panels+ Polycarb 0.0478"Galv Steel Storm Panels with 0.085"Clear
=1 Polycarbonate Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
240.10 20ga Steel Panels(Miami-Dade) 0.038"Galy Steel Storm Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
240.11 20ga Steel Panels+ Polycarb 0.0374"Galv Steel Storm Panels with 0.085"Clear
Polycarbonate Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
240.12 24ga Steel Panels+Polycarb 0.0292"Galv Steel Storm Panels with 0.085"Clear
Polycarbonate Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verifled By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
240.13 28ga Steel Panels 0.0190"Galv Steel Storm Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other: j
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ WtDgvYDEiGEW... 10/23/2015
r' ;' I GENERAL NOTES: 'LZ
SINGLE HUNG - NON-.IMR.A'b 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED U/1-
tti 1(1 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT SND UIL
EDITION. 1900 SW 44TH AVE.
OCALA.FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) '' V.'W'W.CV.'C.CC
3.CONFIGURATIONS:'0/X°,
FLANGEIDTH FFLANGE/WIDTH 610 PVC
4.DESIGN PRESSURE RATING(SEE SHEET 2):
531/8' 37' -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG
MAX UNIT WIDTH MAX UNR WIDTH GLASS TABLES ASTM E-1300-04. NONIMPACT
491/16' 321816' -POSffIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. ID
A
S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED n
IN THE DESIGN OF THIS PRODUCT,SEE SHEET 6 FOR ANCHOR o 0
I / DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR y
WOOD ANCHOR CALCULATIONS. y
6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE w m
SYSTEM 15 REQUIRED IN WIND BORNE DEBRIS REGION. LL
771/4• 34816' 771/4' 34816'
FLANGE B O B GLASS DLO HEIGHTFLNGO GLASS DLO 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM
HEIGHT i SEALANT USED AT FIXED MEETING RAIL AND JAMB. W z0
8.SERIES/MODEL DESIGNATION SH-610. w a
79' 76• 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a 0
MAX B MAX X-OPERABLE SASH,O-FIXED SASH u w
UNIT 6 UNIT
HEIGHT I O HEIGHT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ¢0
' �/ 1 6 LOCATION. Z
3MAX X 6 GLASS DLO 3MAX x 34 EMS'GLASS DLO 11 ENDS.
NAL WEEP SLOT=1/4 x 1-1/2'LOCATED 5'FROM BOTH `SASH SASH
,�
HEIGHT HEIGHT
No 58201
4C Lucas A.Tumer obi iQ
2015-04-03 L9 i 6TATE OF ,4r+
A C_ A 7�jl L 16:41-04:00
G 47 LASS DLO GLASS DLO
491816' 3313116• ZZ
MAX SASH WIDTH MAX.SASH WIDTH 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-360.1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX.UNIT EXTERNAL DRAWN BY: DAT:
GENERAL NOTES&ELEVATIONS.....1SIZE REINFORCEMENT DESIGN PRESSURE RATING IMPACT RATING ADE o8/o9/14
DP CHARTS&GLAZING DETAIL.......2 DWG 0: REV.:
SECTION VIEWS.. .............................3
EXTRUSIONS 8 B.O.M.........................4 37"x 76" NONE j'SEE COMPARATIVE ANALYSIS NONE CWS-935 A
ANCHOR SCHEDULE&NOTES..........5 53-1/8"x 76" 2011 CHART,SHEET 2 NONE 6 t;2o Sof s
INSTALLATION DETAIL.......................6
Design Pressures(PSF)with Glass Types A,B,C,or D �L/��j'
_Unit_ Sash Unit Widths(in.) �:✓O'G'+,,v(l(U.� +((t1`
Hel hts In.) Heights(in. 23 1/2 27 1/2 p+55O/-75
31 112 35 1/2 39 1/2 41 1/2 43 2 47 1/2 51 1/2 53 1/8 190SIN 44SYSTEMS LL:e
35 1/2 17 +SQ/-75 +sQ/a5 5 +50/-75 +5Q/-75 +50/-75 +SD/-7s +5Q/-75 +50/-75 +So/-75 +50/-75 OCA A, 44TH AVE.
OGALA,FLORIDA 36474
39 112". 19 +50/-75 ` +50/-75 5 +50/-75 +50/-75' +50/-75 +Sot-75 +50-75 +SO-75 +SO%75 +50/•75wWW.CWS.CC
41 1/2 20 +50/-75 +50/-75 5 +W-75 +SQ/-75 +SW-75 +50/•75 +So/-75 +50/-75 +501-75 +50/-73.1
43 1/2 21 +50%75 +50/-75 5 +50/-75 +50/-75 +50/-75 +50/•75 +50/-75 +50/-75 +50/-73.4 +50/-70.6 610 PVC
47 1/2 23 +50%75 +50%75 5 +50-75 +50%75 +50/-75 +50/-75 +50%75 +50%75 +50%68.9 +50/-66.2 SINGLE HUNG
Sf-1/2' '25 +SW-75 ' '+50/•75 - +50/-75 +50/-7s +s0/-75 +50/a5 +50/-75 +50/-72.7 +50/-65.2 +50%62.6
53 112 26 +501-75 +sW-7s +so/-75 +sal-75 +501-7s +soJ-7s +50/-75 +501-75 +501-71 +501-63.6 +501-61 NON-IMPACT
55 1/2 27 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/•75 +50/-69.5 +501-62.1 +50%59.5
59 1/2 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 iz
63 1/2 31 +SQ/-75 +SQ/-72.9 +50/-72 +SQ/-7L6 +50/-71.6 +50/-71.6 +50/-71.6 +50/-7L6 +50/-64.6 +501-57.3 +50%54.8 n
65 1/2 32 +50/-73.2 +50/-69.1 +50/•68 +501.67.4 +50-67.3 -+50-67.3 +50/-67,3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53.9 c o
67 1/2 33 +50.69.8 +SO/-65.6 +50%64.4 +50/-63.7 +50/-63.4 +so/-63.4 +50/-63.4 +5W-63.4 +50/-62.7 +50/-55.5 +501-S3 1X
71 1/2 35 +50/-64 +50/-59.7 +501-58.3 +50/-57.3 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-56.5 +50/-53.9 +50/-51.5 to m
74 3/4 36.5/8 +50%59.9 +50%55.6 +50/-54.1 +W/-53 +50/-SLB +50/-51.7 +501-517 +SOf-51.7 +50/-51.7 +50-517 +SQf-SOA
76 37 1/4 +50%58.5 +50/-54.1 +50/-52.6 +50/-51.5 +50/-50.2 +50/-500 +SA/-50 +50%50
N z
Qoi
w>-
a a
°w¢
a
1.8 7/8'OVERALL 4718'OVERALL 71W OVERALL 7Ai'OVERALL .,=
i-ANNEALED 178'TEMPERED 3116'ANNEALED 3116'TEMPERED `t`tttisntttry7j,,
fF� 518'AIRSPACE SRl'AIRSPACE 175 AIR SPACE 12'AIRSPACE �q OREW �i
I
1/3'ANNEALED ifB'TEMPERED 3116'ANNEALED 3116'TEMPERED JVP••VLOEN'$SF;•_r�'"+
No 58201 ;?•'
SIKAFLE%55208 SIKAFLEX 552 OR 46 SIKAFLEX 55208
46 PURFECT 55GLAZE OR 46 51KAFLE%652 OR 46 PURFECTGLAZE'W PURFECT GLAZE'H'
PURFECT GLAZE"W �'O• •'ry»
9% STATE OF
518"GLASS BITE 5f8'GLASS BITE SIB'GLASS BITE SM"GLASS BITE %O,t.•;A`�OHiQV-, ��'`.'
�F'• 'N
��+isS+ONAi 1�t`��
Al--
413/2015
LUCAS A.TURNER P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-580-1574
SHE DESCRIPTI
GLASS TYPE A GLASS TYPE S GLASS TYPE C GLASS TYPE D DESIGN PRESSURE
CHART AND GLAZING
DETAILS
DRAWN BY: dam.-_
ADE 08/09114
CWS-935 A
NOTE:
S SHEET
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6
J
INTERIOR ° QG
WINDOW SYSTEMSMEMS
2 144 1 9 3 13 2 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
O
� o
610 PVC
g SINGLE HUNG
NON-IMPACT
9 a �voe �w
6 o
❑ 9 6 10 Y
SECTION B-B w m
1
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW. fp
i
6 ¢L
a�
o a
F 2
U
6 1 W
1 ..
1 4 INTERIOR <z
p !4
in;OGP``.PG e N FrGR
6 3 16 D 3 NO EXTERNAL REINFORCEMENT Z, No 58201 �;P
ON 37'UNIT WIDTHS AND UN DER.
493: STATE OF Pu
4"..4 O R: P n%
5 Z`
1 3 OF=l 4/3/2015
1 16 LUCAS A.TURNER,P.E.
11 - FL PE#58201 ,
1239 JABARA AVE.
u NORTH PORT,FL 34288
pa� 3 0 PH.941-380-1574
1574
8
SHEET DESCRIPTION:
0
u SECTION VIEWS
SECTION C-C
SECTION A-A ALTERNATE FIN FRAME DRAWN 9V: DATE:
ADE 08/09/14
i DWG 9: REV.:
CWS-935 A
SCALE: SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-01 12 3 OF 6
ITEM PART DESCRIPTION MATERIAL VENDOR FRAME CORNER CONSTRUCTION
1 H-6125 HEAD OUTEflFRAME PVC ATN �
2 H-6125171 OUfEflFflA E PVC ATN 37/16' 31/2' WINDOW SYSTEMS3 H-6126 51 OUTERFRAME PVC ATN
4 H-6132 SASH SIDE RAIL PVC ATN 3 1900 SW 44TH AVE.
5 W6136 SASH BOTTOM RAIL PVC ATN 1 2 OCALA,FLORIDA 34474
6 H-6137 FIXED MEETING RAIL PVCATN
PVC WWW.CWS.CC
7 H-6138 SASH TOP RAIL ATN
8 5.6141 GV21NGBUD PVC ATN 39/16' 3718' CORNER WELD(ALL SIDES) 610 PVC
9 S-6142 SASH STOP PVC ATN ° � 1'8
10 S-5143 ISCREEN ADAPTOR PVC ATN u A SINGLE HUNG
11 P-5085 WSTP OLONBULBVINYL AMESBURY ° NON-IMPACT
12 P-5086 WSTP OLON BULB VINYL AME58URY
13 BALANCERS-CONSTANT FORCERT CALDWELL
14 P-5392 SASH TI LT LATCHNYLON CALDWELL FRAME HEAD&JAMB_H-6125 FRAME SILL-H-6126 n F
15 P-5393 PIVOT CARRIER NYLON CALDWELL
16 P-5396 PIVOT BAR 55 CALDWELL c p
17 P-3515#8 x 58PHILFIATWHITESMS STEEL FASTENAL 5116' 5116° 1318• 3/4' FIXED MEETING RAIL �>
18 P-414648X34PHIL FLAT tek STEEL FfSTENAL 8 SCREWED TOGETHER WffH w m
19 P-30281SEMNG BLOCK
20 S-2001 INTERLOCK RAIL RUBBER
FRANK ASCEND E 1&16' .050° 9J SIJB_'— 1/1810 OUTER8HAME m
21 S-2006 REINF SASH SIDERAI HO ALUM ASCEND -- L-.074•
z2 S-2D07 FEINF BOTTOM RAIL ALUM ASCEND GLAZING BEAD_5-6141 SASH STOP-S-6138 SCREEN ADAPTORS-6143 Z i
23 S-2008 REINF FMR ALUM ASCEND - ¢O E
a
24 5-2009 REINF TOP RAIL ALUM ASCEND o a
25 S-2011 RD NF EXTERNAL ALUM ASCEND w¢
26 P-5388 LOCKS NYLON LAWRENCE 17/16' 21/8' 17/16' 1111/16' coo
w
27 P-5389 KEEPERS NYLON LAWRENCE 4 �
28 P-4779 WEEP COVER NYLON M&M 17/16• 5 17/8• 17/16' Q O
29 P-5397 FMR ENDCAP NYLON M&M 1 7/16' 1/16° I 1/16' e
30 P-5400 COVER,FMR REINF. PVC TEAM PULSTICS L 1/16• I � 1/16• .II
32 P-3305 WSTP.HOTME270X18750FTT000HFIN LT
SILICONE TTRAFA J'�j— L ,,���SPNpi2E4y�rGI
SIDE RAIL H-6132 SASH BTM RAIL H-6136 SASH FMR_H-6137 SASH TOP RAIL H-6138
�`VP.•�VGENgF.(P,y�
33 P-5425 WSTP.200%58°X58"OUST PLUG ULTRAFAB
34 P-5390 HOLE PLUG NYLON ,$�� No 58201 X71
35 GLASS SEESHEET2
36 P-4638 R8 X 2-1/2 PHILTRU55 tek STEEL FASTENAL �j 15116
37 P-3218 SCREEN FRAME ALUM FUISCREEN 9/16' 13/16• I 9/16' 9/16• rl 311s•� mob' •Q�
38 P-4754 SCREEN CORNER KEY NYLON FIASCREEN ��I EE�� �9O•y STATE0OF
39 P-3228 SCREENSPLINE pppq °R� �a6��
40 P-3029 SCREEN LIFTS SUMMIT
41 1 P-3033 SCREEN SPRINGS FLASCREEN REINF.BTM RAILS-2007 REINF.FMR—S-2008 REINF.TOP RAILS-2009 Z
4/312015
314' 9/16•l r13/16y
}L'I 318' LUCAS A.TURNER,P.E.
0 [� �� FL PE#58201
13116' L 7/e• 1/B' 1239 JABARA AVE..
NORTH PORT,FL 34268
050' fns• PH.941-380-1574
INTERLOCKS-2001 REINF.SSR HD—S-2006 REINF.EXTERNALS-2011 SHEET DESCRIPTION:
BOM AND EXTRUSIONS
DRAWN BY: DATE:
ADE 08/09/14
DWG Y: REV.:
CWS-935 A
6DAL` SHEET
12 4OF6
6-MAX.(TYP.) MIDPOINT 4•MAX(TVP.)--{ �6'MAX O.C.(TYP.) 6°MAX(TYP.)
6•MAX(TYP.)- SEE NOTE 2 4'MAX.(TYP-) SEE NOTE 2 6•MAILNOTE
(VIND N1 SYSTEMS
YL
(TVPd SEE NOTE2 WINDOW SYAE.
1900 SW 44TH AVE.
WW CWS.CCA34474
e' Jl
MAX O.C. 610 PVC
O rrYP.) O0 SINGLE HUNG
MAX. AX D.C. MAXMAx D.C.
(TYP-) 1 / / (TYP.) 1 / NON-IMPACT
INSTALLATION �n
ANCHORS(TYP.) INSTALLATION/
.3'(TYP.) 3,(TYP.)
ANCHORS(TVP.) n
3'(TYP.) v v 3-(TYP.) v - o
INSTALLATION /� Y
ANCHORS(TYP.) w m
4 LJ (J LL
C
$Z
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN1 ANCHOR LAYOUT-fFLANGEI w
OVER 37•UNIT WIDTH ALL SIZES 37'UNIT WIDTH AND UNDER w d
(NO SILL ANCHORS REQUIRED) [NO SILL ANCHORS REQUIRED) CC
<U
�W
�O
Q 2
:el
No 58201 ,��
NOTES: '�'9 5 STATE OF .Ti7�
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �•.�'N�S.'P�O R 1pP.Q,\2W.`�
q�hsiONA�,E�d�,
2.SHIM At REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACK TO BE 1/4°.USE SHIMS WHERE SPACE GREATER THAN 1/16-IS PRESENT.LOAD BEARING SHIMS SHALL 13E
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
5.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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE SHEET DESCRIPTION:
OPTIONAL ANCHOR SCHEDULE ANC
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,i•FOR WOOD AND METAL. NOTES
DRAWN BY. DATE:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG N: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 A
FMATAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAMDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXTERIOR DOORS) scALE: SHEET
1:25 SOF6
MIN.EMBEDMENT SUBSTRATE // nn(t9fS�m •I/,/
TYPICAL HEAD ANCHORAGE SEE TABLET BY OTHERS WINDOW SYSTEPIS gI�LF-
i/4'MAX SHIM SEE TABLE 1
MIN.EDGE DIST. MIN,EDGE DIST. SUBSTRATE
BEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, 44TH AVE.
SUBSTRATE BY OTHERS 1/4'MAX SHIM SEE TABLE 1 WWW. FLORIDA 34474
W W W.CWS.CC
BEE TABLE 1 D MIN.EDGE 1ST.
SEE TABLE 1
MIN.EMBEDMENT OFA
PERIMETER SEAL ANT SEE TABLET INSTALLATION ANCHOR 610 PVC
IN INSTALLER SEE TABLE 1 SINGLE HUNG
INSIDE ANOOU7
FLALAMY.INST Q B SEETABLE MENT NON-IMPACT
FLANGE BY.INSTALLF1i [� 1/4'MAX SHIM
LJ❑ Ell]�
(� N
Iy== T1 PERIMEfERS
EALAM w
PERIMETER SEALANT L4BY INSTALLER o 0
BY INSTALLER ooa INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR Y
SEALANT BEHIND SEE TABLE 1 w m
FLANGE BY INSTALLER SEALANT BEHIND 1
INSTALLATION ANCHOR FIN BY INSTALLER U -
SEE TABLE i HORIZONTAL SECTION /_Cl HORIZONTAL SECTION 1
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE 1
HEAD AND SILL SIMILAR FOR FIN INSTALLATION R Z
AARO
OUS DBL V4'BEAD OF SEALANT a O C
PERIMETER @ ALL INDICATED w
ETWEEN FRAME AND SUBSTRATE
LLER a U
WoSEALANT BEHIND114'MAX SHIM <ZFLANGE BY INSTALLE .....UngPERIMETER SEALANTBYINSTALLERINSIDE AND OUTNo 58201 ..-A
SUBSTRATE BY OTHER *; 1 yr
SEE TABLE 1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE �9 t STATE OF .w
NO SILL ANCHORS REQUIRED i�'��•��O R:O P,.•����
��rrSsfONAi E���
TABLE I:APPROVED INSTALLATION FASTENERS 4/3/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116°ITW TAPCON 1' 1-1/8° FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16°rTW TAPCON 1' 2° BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MW.) 3116'ELCO ULTRACON 1• 1• INSIDE AND OUT PH.941-380-1574
rDDl HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16°ELCO ULTRACON 1-1/4' 2-1/2° 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116'IIW TAPCON 1 3/8' 718' SIMILAR FOR SILL ANDJAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1 1-3/8' 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060°)MIN.STEEL SND #10.16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060° 7/16° - ADE 08/09/14
1/B°ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4°FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG tl: REV.:
FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8°STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-935 A
FIN 2X MIN.SOUTHERN PINE(G=0.55) #1DWOODSCREW 1-1/2' 1/2° SHOWN FOR FLANGE WINDOWS. E: SHEET
12 6OF6
GENERAL NOTES•
HORIZONTAL SLIDER- NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED ANDMANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION. 7900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) W WW:CWS.CC
751/4'FLANGE WIDTH
74'MAX UNIT WIDTH 3.CONFIGURATIONS:"XX'.
4.DESIGN PRESSURE RATING(SEE SHEET 2):
F62O PVC
MAX SASH WIDTH -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
GLASS TABLES ASTM E-1300-04. NON-IMPACT
321/16' -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04.
5.ANCHORAGE:THE 33 W%STRESS INCREASE HAS NOT BEEN USED Fw-
731/4' IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p
FLANGE 8 DETAILS.WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR
HEIGHT 6 WOOD ANCHOR CALCULATIONS.
72. C m
MAX. (' C 6 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
UNIT p SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
HEIGHT 6 7.ALL FRAMES AND VENTS FULLY WELDED.
M X X X 8.SERIES/MODEL DESIGNATION HS-620.
SASH ~a
HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: CC
641/1x• X=OPERABLE SASH N
DLC S 751/4'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR a
74'MAX UNIT WIDTH z LOCATION. O
36' 11.EXTERNAL WEEP SLOT=5I76°x 2-1/8'LOCATED 4-12'FROM 11���
A F[rGL:A
SH WIDTH BOTH ENDS. 4A ORE I"'
6 1/1' 9SS DLO A P,•V40ENgF
j No 58201 ;gyp'
641/a* Lucas A.Tumer
FLANGE
HEIGHT 2015-04-27 13t STATE OF
.4u
63. 21:05-04:00MAX
50'�p°N G P:o v o�2�`.•-
HUNIT
EIGHT B B
59 1/16' X X I y
MAX
SASH I
HEIGHT 4/27/2015
551/lx' LUCAS A.TURNER,P.E.
GLASS FL PE#58201
DLO 1 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-38G-1574
A SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL
DRAWN xp
GENERAL NOTES&ELEVATIONS.....1SIZE REINF. DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15
DP CHARTS&GLAZING DETAIL........2 0: ,;
SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS NONE CWS-1059 -
ExmUSIONS&B.O.M.........................4
ANCHOR SCHEDULE&NOTES..........5 74"X 72" YES CHARTS,SHEET 2 SHEET
INSTALLATION DETAIL.......................6 125 1 OF 6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES A,B,C.OR D
Unit Unit Height
Width 351/2 391/2 1 431/2 471/2 51 1/2 551/2 591/2 63 WINDOW SYSTEMS
39112 .501-75 .50/-75- +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +0/-75 1900 SW 44TH AVE.
431/2 +50/-75 +50/-75 .50/-75
+501-75 +50/-76 +50/-75 +50/-75 +50/-72.6OCALA,FLORIDA 34474
7/8'OVERALL. 7/6'OVERALL WWW.CWS.CC
471/2 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.2 +50/-66.5
51 112 +50/-75 .50/-75 +50/-75 +50/-75 +501-75 +501-74 +501-67.5 +501-62.1 1/8•ANNEALEDF-1/8'TEMPERED
551/2 +501-75 +0/-75 +50/-75 +501-75 +0!-75 +0!-71.3 +50/-65 +50/-60.4 9/16'AIRSPACE 9/16'AIRSPACE 620 PVC
' S91I2 +50/•75 +0/-75 +501-75 +50/-75 +50/-75 +50/-68.1 +50/-62 +50/-57.5 1!8'TEMPERED HORIZ.SLIDER
631/2 +0/37.9 +501-67.9 +50/-67.9 +501-67.9 +501-67.9 +50/-65.4 +50/.59.4 ..50/-55 1I8'ANNEALED
671/2 +50/-60.1 +50/-60.1 +50/30.1 +50/30.1 +sol30.1 +0/-60.1 +50/-57.2 +50/-52.9KNU.R.FEC,
X 552OR SIKAFLEX 552 OR NONIMPACT
711/2 +0/-53.6 +0/-53.6 +0/-53.6 +0/-0.6 +50/-0.6 +0/-0.6 +50/-0.6 +0/-51T GLAZE'H' 36 PURFECTGLAZE'Fr -
74 +50 •50.1 +0 -0 +50 -50 +50/-50 +50 -50 +50/50 +50 •0 +50/-50
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"%/X"WITH GLASS TYPES A,B,C,ORD
S BITE SIB'GLASS BRE Fw-
_ Unit Unit Height p
Width 35 V2 391/2 431/2 47112 511/2 551/2 591/2 63 }
m
391!2 +501-75 +50/-75 +50/-75 .50/-75 +50/-75 .50/-75 +501-75 +50/-70.6
431/2 +0/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50_/75 +50/-70.1 +50/-65.4
471/2 +50/-75 +501-75 +50/-75 --75-0/75- +50/-75 +50/-71.5 +50/35.5 +501-61
51 1/2 +50/-75 +50/-75 +50/-75 +50/-75' +60/-74.5 +50/-67.5 +50/-61.7 +50/-57.4
551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71
+50/34.1 +50/-58.5 +50/-54.4 O
591/2 +50/-69.6 +50/-69.6- +50/-69.6 .50/-69.6 +50/-68 +50/-61.3 +50/-55.8 +501-51.8 ~a
631/2 +501-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-61.1 +50/-58.9 +50/-53.5 +49.51.49.5 GLASS TYPE A GLASS TYPE B U
67 1!2 +0/-54.1 +0/•54.1 +50/-54.1
+50"
50/•54.1 +5 /-541 +0/-54.1 +0/-51.5 +47.6/-47.6 m
w
7 1/2 +48.2/-48.2 +48.2/-08.2 +48.2/-0B.2 +48.2/-08.2 ;1-1.0-2T:42. +48.2/-08.2 +48.2/-08.2 +45.9/-45.9 p
74 +4b.`!/-0M +45!-05 I +45/-05' +45/-45 +45 -45 +45/-05 I +45 -45 1 .451-45 7/8.OVERALL 7/8.OVERALL ..
3/16•ANNEALED 3/16'TEMPERED Z
FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"WX"WITH GLASS TYPES C OR D 7/16'AIRSPACE 7/16'AIRSPACE ♦r��fUt���InN/I
Unit _ Unit Height ♦� ORE li
♦ W I
3116'ANNEALED 3/16'TEMPERED
Width 351/2 39112 431/2 47112 51112 551/2 59112 63112 671/2 72 36 SIKAFLEX 5520RTSPURFEOTI'
52 OR
391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50/-75 +50/-72.6 PURFECT GLAZE'H' LAZE-W :v t No 58201 •
431/2 +501-75 +501-75 +501-75 -+50/-75 +501-75 +50/-75 +50/-75 +50/-76 +50/•72.3 +501-67.0
471/2 +50/-75 ,+50/-75 +50/.75 +50/-75 +501-75 +501-75 +501-75 +501-72.7 +50/-67.4 +501-62.4
51 112 +0!-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +0/-74.2 +50138.3 +-50/63.3-+50/58.5 SIB'GLASS BITES BITE �9 t STATE OF .tV
551/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +0/-70.4 +50/-64.7 +50/-59.9 +50/-55.2 O'�S:C(O R t O"...'441
591/2.
631/2 +50/-61.1.6 +50/-61.1 + f 1.6 +50/ 31 .1 +50/-650/-61 19. 16 + .16 +50/-61.1 +501-58.9 +50/.54.3 +50/-50.0 ���hSeONA;E��r♦♦
67112 +50/-54.1 +0/54.1 +0/•54.1 +0/-54.1 +0/-54.1 +0/-54.1 +50/-54.1 +50!-54.1 +0/-52..21+47.9/1 -07.9
71 112 -48.2+48.2/-08.2+48.2/-08.2 -08.2+48.2/-08.2+48.2/-08.2+48.2/-48.2+48.2 ITU
+48.2/ +46/-46.0 4/27/2015
74 +45.1/-05.1 +45/-05 +45 f-45 +45!-05 +45/-05 +45/-05 +45/-4.5, +45/-45 +45/-0 +451-45
LUCAS A.TURNER,P.E.
FIN WINDOW WITH 2011 MTG HAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT-)UX"WITH GLASS TYPES COR D FL PE#58201
1239 JABARA AVE.
-unit-l- Unit Height NORTH PORT,FL 34288
WIdih 351/2 391/2 43112 471/2 511/2 55112 591/2 631/2 671/2 72 GLASS TYPE C GLASS TYPE D PH.941-380-1574
39 112 +50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-74.8 +0/39.6 +50/-64.5 SHEET DESCRIPTION:
431/2 +0/-75 +0/-75 +0/-75 +50/-75 +50/-75 +50/-75 +50/-74.9 +50/39.2 +0DESIGN PRESSURE/-64.3 +50/-59.6 CHARTS AND GLAZING
471/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-70.0 +50/-64.6 +501-59.9 +50/-55.4 DETAILS
511/2 +50/-75 +50/.75 +50/-75 +501-75 +50/-75 +50/-72.1 +50/36.0 +50/30.7 +50/-56.3 +501-52.0 DRAWN BY. DATE:
55 V2 +50/-71.1 +501-71.1 +50/.71.1 +501-71.1 +501-71.1 +60/-68.5 .50/-62.5 +501-57.5 +501-53.2 +49.1/-09.1 EMK 04!22/15
59 112 +50/-61.9 +50/-61.9 +501-61.9 +50/-61.9 +50/-61.9 +50/-61.9 +50/-59.6 +50/-54.7 +50/-50.6 +46.6/-46.6
631/2 +50/-54.3 +50/-54.3 +50/-54.3 +50/•54.3 +0/•54.3 +50/-54.3 +50/-54.3 +50/-52.4 +48.3!-08.3+44.41-04.4 DWG t: REV.:
67 1l2 +48.1/-08.1+48.1/-08.1+48.1/-08.1+48.1/-08.7+48.1/-08.1+48.1/-08.1+48.1/-48.1+48.1/-08.1+46.3/-46.3+42.8/-02.fi NOTE: CWS-1059 -
71 1/2 +42.8/-02.8+428/-02.8+428/-02.8+42.8/-42.11+42.8/-02.8+42.8/-42.8+42.8/-02.8+42.8/-02.8+42.B/-02.8+40.9/-40.9 SCALE: SHEET
74 a40:1/-40.1 +40/-40 +40 -40 +40/-00 +40/-00 +40/-00 +40/-00 +40/-00 +40/40 +40/-00 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2OF6
PARTS LIST CORNER CONSTRUCTION
.ITEM PART DESCRIPTION MATERIAL VF1900R
1 H-6127 MAIN FRAME PVC ATN 41/8•
2 H-6135 SASH INTERLOCK RAIL,NT.PANEL PVC ATN WINDOW SYSTEMS
•
3 H-6139 SASH DRAW RAIL PVC ATN 1900 SW 44TH AVE.
4 H-6140 SASH TOP/BTM RAIL PVC ATN 1 1 1/2• OCALA.FLORIDA 34474
5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN WWW.CWS.CC
6 P-3028 SETTING BLOCK,1/8'x 7/8•x 2' FRANK LOWE 4 5
7 P3029 SCREENLIFT TABS STEEL SUMMIT 1/16•
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 41/8• 1 1y16• ACORNERWEW 62(]PVC
9 P-3218 SCREEN FRAME ALUM I FLA SCREEN P I 1/16• ALL SIDES HORIZ.SLIDER
A L
10 P3SCREEN SPLINE 1:8 DAPA o
11 P-3305305 WTSP.,0.187'x 0.270'SOFT FIN NON-IMPACT
AMESBURY
12 P3511 #8-18 x 0.625•PN PH TEK#2 POINTZP STEEL FASTENAL
13 P3783 I IMPACT SASH LOCK INTERLOCK
14 P3784 KEEPERINTERLOCKku
15 Pd146#9-18 x 0.750•FH PH#2 PONT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 ❑
18 P-4 5 SCREEN CORNER KEY NYLON FLA SCREEN
17 P-5420 IWEEP COVER ASSY NYLON ASHLAND
m
18 P5421 0.625'HOLE PLUG NYLON HEYCO
19 P-5423#8-18 x 0.500'PN PH TEK#2 POINT ZP STEEL FASTENAL F-1 11/16° [-21/8-
20 P-5428 ROLLER ASSY AMESBURY 7�I 77------ .050•
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER I I 7/16
24 P-5441 L BLOCK NYLON I 1116' I 1/16• p
26 S-2004 REWF.,SIDE RAIL ALUM ASCEND 11yt6• 1 ty16' 13116' 6 1y16• a I
27 S-2005 REINF.,M ADAPRAIL,IM.PANEL ALUM ASCEND I D 2 I D 3 L U
28 5-2029 INTERLOCK ADAPTOR ALUM ASCEND IL_ .II m
29 S-2030 ROLLER—TRACK ALUM ASCEND w
30 S-2030 ANTI-LIREINF.,MEETING
ALUM ASCEND PVC INTERLOCK RAIL•H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK•5-2029 PVC GLAZING BEAD-5-6141
31 5-2093 REINF.,MEETING RAIL,EXf.PANEL ALUM KEYMARK Z
32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND "„tiiil,�
33 53141 0.875”GLAZING BEAD PVC ATN �J� DRE 4,��
34 GLASS SEESHEET2 11/16 ��� PS;;...EW
35 DOW CORNING 1199 SILICONE t/16' 15116-1 1 y16°-{ 1 5/16. ,�Vp�;.��O E N,gF G�O�
36 PURFECT GLAZE'H',SOCAFLEX552 SILICONE HENKELl SIKAI I �:• No 58201
37 5-2011 REINF.,EXTERNAL ALUM ASCEND 1y16' i 11116' Iw 11/16• 11/16• =*; *. ;*
38 P35I #B x y8°PH FLAT WHITE SMS STEEL FASTENAL
39 P-5400 COVER,EXi.REINF. PVC TEAM PLASTICS 1/16• 093' 1/16. 944 STATE OF
LINE ITEMS NOT USED: ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005
21-22,25 ALUM REINF.-S-2004
ye° 19/16' y6• 7/16' z/�
vts�s DD 7 11 r 41.TUR 5
L 000-�����E66��1/16• LUCAS A.TURNER,P.E.
.j— FL PE#58201
ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 PVC COVER-P-5400 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DRAWN BY: DATE:
EMK 04/22/15
DWG 0:
CWS-1059
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 8W' ` SHEET
12 40F6
WIND4lllYll STEMS' f
WINDOW SYSTEMS'
1900 SW 44TH AVE.
ANCHOR AT MIDSPAN 1.MAX O.C.(TYP.) 1900 S FLORIDAVE.
FOR UNIT HEIGHTS OVER 63-(TYP.) �' - 4,MAX W ALA.
Cc
6'MAX 34474
(TVP.) --y 3'(TVP.) (TYP.) OY
6'MAX(TYP.) I �'�-6'(TYP.) SEE NOTE 2 4.MAX�,) --I F--3'THRU FRAME ANCHOR"P.)
�r 620 PVC
INSTALLATION SEENOTE2 HORIZ.SLIDER
161/4° ANCHOR(TIP.) NON-IMPACT
MAX O.C. INSTALLATION
"P.) ANCHOR(7YP.)
LMAXMO.G.
(TYPa
a
❑
X X X X S
m
I
i
z
0
N
W
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-fFINI O
NOTE THRU FRAME ANCHORS®MTG RAIL Z
.�C E N....y4
w' No 58201 •'111,
NOTES: ^9; 6TATE OF
.4
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ''���sS�ONA ."
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1/4°.USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#582011239 JABARA AVE.
5.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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574
6:ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE SHEET DESCRIPTION:
OPTIONAL. ANCHOR SCHEDULE ANI
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3° NOTES FOR MASONRY;1°FOR WOOD AND METAL DRAW SY: DATE:
B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. EMK 04/22/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. TWG o: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1059 -
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAMDMA 250(BOX WINDOWS),FMAIAAMAMDMA 300(E)CTERIOR DOORS) -SCALY.- SHEET
120 50F6
MIN.EMBEDMENTBSTRATE
TYPICAL HEAD ANCHORAGE SEE TABLE BY OTHERS
1/4'MAIL SHIM SEE TABLE 1 WINDOW SYSTWIS LLQ
MIN.EDGE DIST. MIN.*SEALANT
UBSTRATE
SEE TABLE SEE TABLEETHES OCA A, 44TH AVE.
SUBSTRATE BY OTHERS 1/4' E TABLE 1 W W W.CWS.CC FLORIDA 34474
MIN.EDGE DIST.
SEE TABLE 1 �� SEE TABLE 1
MIN.EMBEDMENT INSTALLATION ANCHOR o
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BZO PVC
BYINSTALLER
INSIDE AND OUT u HORIZ.SLIDER
IN EMBEDMENT
SEALANT BEHIND Do EE TABLET NON-IMPACT-
FLANGE BY INSTALLER 1/4'MAX.SHIM IMETER SEALANTPERIMETER SEALANT INSTALLER
B(INSTALLERIDE AND OUT
INSIDE ANOOUTTALLATIONANCHOR SEALANTBEHIND TABLE 1 mFLANGE BV INSTALLER LANiBEINO
INSTALLATION ANCHOR �1 HORIZONTAL SECTION � HORIZONTAL SECTION
SEE TABLE1FIN BY INSTALLER
8 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z
O
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL, v
SEE SHEET 5 ANCHOR LAYOUT. y
w
0
SEALANT BEHIND *.MEE
AX SHIM Z
FLANGE BY INSTALLER
RE
PERIMETER SEALANTBEOMEM' ��p;`��GENS.BYINSTALLERLE 1 JINSIDEANDOUT Z'. No 5SUBSTRATE BY OTHEG'SEETABLE IGE DIST. 1-) STATE OF :fit;LE 1SEALANTUNDERSCREyi '��ER?p 4:.'�N=,C
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE s/ONA4F'p0��
1111111114711
0o r
TABLE 1:APPROVED INSTALLATION FASTENERS 4/27/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116"OW TAPCON1" 1-1I8" FL PE#58201
PERIMETER S1239
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON 1" 2' BY NSTALLER�LAM NORTH
JABARA AVE.
INSIDE AND OUT NORTH PORT, 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON1' 1" �p, HORIZONTAL SECTION PH.941-380-1-1 574
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/2• 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116'ITW TAPCON 1-318, 7/8' SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1-3/8' 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILT KWIK-FLEXOR fRV FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' 7/16'
EMK 04/22/15
MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0:
1/8'ALUM.(6063-T5 MN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/1 S, -
FLANGE INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
1/8'STEEL(33 KSIMIN.) DRILLING SCREW THRU 0.125' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-1059 -
'FW 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2• 1/2' SHOWN FOR FLANGE WINDOWS. S SHEET
12 6OF6
--
I
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Florida Building Code Online Page 1 of 4
Florida Qepartr ,' BCIS Home I Log In I User Registration I Hot Topics Submit surcharge (Stats&Facts Publications I FBC Staff I Bcis Site Map I links I Search
Business
Prot ssi I Product Approval
-USER:Public User
Regulation
Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail
a FL# FL240
Application Type New
Code Version 2001
Application Status Approved
Comments
Archived
Product Manufacturer Madden Mfg.
Address/Phone/Email 1889 NW 22 St. 0
Pompano Beach, FL 33069
(800)272-2071
Madden4Mo@aol.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Michael Madden
Address/Phone/Email 1889 Nw 22nd St.
Pompano Beach,FL 33069
Madden4Mo@aol.com
Quality Assurance Representative
Address/Phone/Emall
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity SBCCI PST and ESI
Quality Assurance Entity PFS Corporation
Quality Assurance Contract Expiration Date
Validated By Frank L. Bennardo, P.E.
F Validation Checklist-Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
SSTD 12 1999
TAS 201,202,203 2001
TAS 201,202,203 2001
TAS 201,202,203 2001
Equivalence of Product Standards
Certified By
Sections from the Code
https://vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYDEiGEW... 10/23/2015
Florida Building Code Online Page 2 of 4 ,
1606.1.4
1606.1.4
1625
1626
Product Approval Method Method 2 Option A
Date Submitted 09/24/2003
Date Validated 09/24/2003
Date Pending FBC Approval 10/07/2003
Date Approved 10/15/2003
Summary of Products
FL# Model,Number or Name Description
240.1 0.022"Alum Panels 0.022"Aluminum Storm Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/- PTID 240 T Madden- .024 Alum Panels(SBCCI
Other: #2056A).odf
PTID 240 T Madden- .0375 to .063 Alum Panels
(SBCCI#2056A).Ddf
PTID 240 T Madden- .050 Alum Panels(NOA#O1
0313.20).Ddf
PTID 240 T Madden- .063 Alum Panels(NOA#01-
0313.21).pdf
PTID 240 T Madden-0.10 Clear Polycarb Panels(NOA
#02-0315.13).pdf
PTID 240 T Madden-20ga(.0381n)Galv Steel Panels
(NOA#01-0313.22).Ddf
PTID 240 T Madden-24oa to 18aa Steel Panels
I (SBCCI#2056A).pdf
PTID 240 T Madden-28ga(.019)Galy Steel Panels
(SBCCI#.2056A).pdf
PTID 240 TMadden-SBCCI Eva[ Report(#2056a)-
Steel,Alum,&Polycarb Storm Panels.pdf
240.2 0.0375"Alum Panels+ Polycarb 0.0375 Aluminum Storm Panels with 0.085"Clear
Polycarbonate Panels
Limits of Use(See Other) Installation Instructions j
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
240.3 0.050"Alum Panels(Miami-Dade 0.050"Aluminum Storm Panels
j Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other: 11
240.4 0.050"Alum Panels+ Polycarb 0.050"Aluminum Storm Panels with 0.085"Clear
j Polycarbonate Panels
Limits of Use(See Other) Installation Instructions
Approved for use In HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure: +/-
Other:
j 240.5 0.063"Alum Panels(Miami-Dade 0.063"Aluminum Storm Panels
Limits of Use(See Other) Installation Instructions
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: Created by Independent Third Party:
Impact Resistant: Evaluation Reports
Design Pressure:
Other:
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