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Code Version 2014 FL# 14848.2
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FL# Type Manufacturer Validated By Status
FL14848-R2 Revision Custom Window Systems Inc. Steven M. Urich,PE Approved
HistoryFL-#:-FL-14848:2 (717)317-8454
s� Model:SGD-8940,Multi Track,Impact. s
y
Pe C Iption;_SGD_8940"_Multi Track,Sliding' lass Door,Impact.
Category:Exterior Doors
Subcategory:Sliding Exterior Door Assemblies
'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::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 mail.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
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 here.
Product Approval Accepts:
® eCM[t 0
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Safe
GENERAL NOTES: (Lll//uuu p
SLIDING GLASS DOOR-LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED WINDOWSYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 7900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 S FLOWS.RIDA 34474
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCAW W W CFLORI
IN ASTM E 1996 PER THE FBC.
GG
2 GLAZING OPTIONS:(SEE SHEET 3) Ly^ ;8C
199•FRAME WIDTH 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED T. * SLIDING GLASS
'XO','OX','X1C,'OXO',•XXX',•OXXO','X O(X', -
'PX','PXX','PXXX','PXXXX•,-P)XP-,-PXXXXP-,-PXXX)00(P-,
MAX PANEL WIDTH c°Lass oLO 'PXxxxXXXlw• RE IMPACT
A 2 TRACK,3 TRACK,4 TRACK
4.DESIGN PRESSURE RATING:
C -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
7 I 1 7 GLASS TABLES ASTM E-1300-04. o o
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
D INFILTRATION TEST PRESSURE AND GLASS TABLES 2 w>
9r 7 ASTM E-1300-04. w r m
MAX
m
UNIT g 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED Z
HEIGHOT ) IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 7-8 FOR ANCHOR 0
X I H DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
X o
X X 1 8 961/7 ANCHOR CALCULATIONS. as z0>
GLASS DLOcc
6.PRODUCT APPROVED FOR IMPACT USE.SHUTTERS ARE NOT a o a
93 MeI REQUIRED.MAX
r-i-V
a a w
EGH 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PVC VENTS a a
HEIGHT w
HARE FULLY WELDED. O
-- -- 1 -- -- i-- B.SERIES/MODEL DESIGNATION SGD-8940. m¢i
_--- ---_
__ _ 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING ��pINOREW X44
X=OPERABLE SASH,O=FIXED SASH,P=POCKETMOOKSTRIP P••.....•,•TG4��
B a a 7 A B 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS INA SIMILAR �'JVPy�'`OEIVSF•.'P,y��'
LOCATION. No 58201 '•-P
11.WEEP SLOTS=1/4•x 1-114'LOCATED 6"FROM BOTH ENDS.
9O� STATE OF •:��
O R
Lucas A.Tumer
2015-04-18
22:04-04:00 Z
4N8/2015
LUCAS A.TURNER,P-E-
FL PE#58201
1239 JABARA AVE-
NORTH
VENORTH PORT,FL 34288
PH.941-380-1574
SHEET E 1 ON:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES a ELEVATIONS.....1 WN : DA
SECTION VIEWS.................................2 MAX.PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 08/24/11
BOM 8 GLAZING DETAIL........._........2 DWG V.
EXTRUSIONS......................................A 48-5/8"x 93-1/2" +/-70 PSF LARGE MISSILE IMPACT
TRACK WIDTHS......._...._._.................5 CWS-642 B
ANCHOR SCHEDULE a NOT..... ....._6 (4)PANELS SHOWN;HVHZ LIMITED TO MAX(4)PANELS.OUTSIDE HVHZ,UNLIMITED NUMBER SHEET
INSTALLATION DETAILS..................7-0 OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 125 1 OF 8
WINDOW
1900 BW 44TH AVE.
OCALA.FLORIDA 34474
WWw.CWS.Cc
3 4 D 9 9 9 6 1 14 2 13 7 0 1 6 6 9
"— 8940 PVC
SLIDING GLASS
DOOR-IMPACT
= o �w>
D,f In
m
O U 2
mLL IDP 0
a o In
3 7 1 4 16 16 1 8 6 6 6 6 9 3 o H Z j
O Lu
SECTION VIEW B-B s ¢
0 0
1 9 ggo
�w
❑ ❑ 0
3 I I 4 .
m Q z°
9 1 PAIR OF ANCHORS AT EACH CLIP. ��,,"„OREFy Ill
SEE BHT a FOR SPACING. T
7 JGP�'.�1GEAiyF
6 1 4 No SB201 **
g t. STATE OF �klS
❑ I I 'Oicss�o R I
C= ���gnnnLt,a•
FIXED PANEL VIEW 4/18/2015
FIXED PANEL ATTACHMENT
LUCAS A.TURNER,P.E.
it 1 FL PE#58201
7 6 1239 JABARA AVE.
NORTH PORT,FL 34288
1 PH.941-380-1574
L y I t SHEEP DESCRIPTION:
3 a I 4
❑ SECTION VIEWS
DRAWN BY: DATE
7 ITEMS NOT SHOWN FOR CLARITY: ALTERNATE SILL VIEW-NO RISER ADE 08/24/11
10.41 MAX.POS.DP+30 OWG.. REV.:
SECTION VIEW A-A ITEMS NOT USED IN VERSION SHOWN: CWS-642 B
23.24,27,31,32.35 NOTE:INSTALLATION W/NO SILL RISER WITH DP+70 ALLOWED IN S SHEET
LOCATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. 1:2 2 OF 8
PARTS usr
ITE]E PART# DESCRIPTION VENDOR MATERIAL
1 H-=2 Panel,ToplBottom/Sides PVC Mkmn N7NDOW SYSTEM9
2 H-6043Astragal PVC Mikmn
3 "098
Frame,Main 2 Track PVC Mikmn 1900 SW 44TH AVE.
4 "M Frame•Adder Track PVC Mkmn OCALA,FLORIDA 34474
5 H8100 Frame,Screen Track PVC Mikmn WWW.CWS.CC
6 1+1841 Interlock,Double Aluminum Keymark J
7 -1769 Reinforcement•Panel Alumin
H um Keymark PANEL CORNERS 8940 PVC
8 P-3142 Tandem Roller Stainless Sullivan FULLY W ELDED FRAME CORNERS FRAME CORNERS
9 PM02 WSTP.,0.330x.187,Fin,Gray Ultrahb 1:8 MECHANICALLY FASTENENED WELDEDTOMAXSIZE12o•x96• SLIDING GLASS
10 SlkaFlex 552 or Pudect Glue'H' Slka1 Henkel 1.8
1:6 DOOR-IMPACT
11 P-=2 Setting Block Rubber Frank Lowe
12 P3511 #8 x 110 Pan Phil Tek @ roller Steel Fastenal
13 P3557 #10 x 2 Her Washer,TEIC,SS C@ astragal Steel Fastenal
14 P3756 #10 x 1 112 Pan Phil sms @ keeper Steel Fastenal 12 1 :1
f
15 P3767 #10x 1'Hex Washer Tek @ imedock Steel Fastenal 1�wo
16 P3789 Handle KB - Steel BSI
17 P3792 314'Keeper Steel BSI 1.OVERALL w y
18 P3793 Mortise Lock Steel BSIw r–m
20 P-4264 48 x 314'Flat Phil Tek 0 intedock Steel Fastened 3716'TEMPERED
U U Z
21 P-0366 Dust Plug Uhrakb 3/8•AIRSPACE O
22 P-4479 Weep Corer Nylon M&M 7/16'LAMINATED S2
23 S-1597 Fixed Panel Corer Aluminum Keymark Z W
24 S-1618 Fixed Panel Clip Aluminum Keymark 3/16'ANNEALED w wcc
25 S-1655 Roller Track Aluminum Keymark
eymark u o-
26 S-1691 Interlock Trim Corer Aluminum Keymark .090 SENTRY GLASS IONOLPAST INTERLAYER w U
27 S-1722 Fixed P-1 Suppod Aluminum Keymark 3116'ANNEALED Qo c w
28 S-1726 Relnfomement,Astragal Aluminum Keymark >?D
29 S-1826 Frame Filler Aluminum Keymadc PURFECTGLAZE'W •-
30 S-1866 Hook Strip Aluminum Keyma k 10 SIKAFLEX 552 m G Z
31 S-1879 IMIdRSetorScmen Aluminum Keymark rinrrr4
33 S-1908 Interior Cover Aluminum Keymwk 13/16 �dr'`P1DREty rTi
34 S-1909 Mid9se Aluminum Keymark 6 I I I 'GLASS SITE :pGE ..
..
36 S-6037 Glazing Bead PVC Mikmn ��6V F.•
37 S-6040 Track Filler PVC Hhkm �9
n :• No 58201 ' :
38 5.6041 Screen Track PVC Mkmn
39 5.6101 Frame Filler PVC Mikmn •'9Lcc-
41 #8 x 3'p1hil flat sms CD trema assm Steel Fastenal '9 c STATE OF 'V"
42 GLASS SEE THIS SHEET '�O•(�•F'4 O R 10.✓•��`
P•�
43 Gasket,left and fight FraNc Lowe '��BS�ONA,ENOL,,•
7 �A
4/18/20`15
1 LUCAS A.TURNER,P.E.
FL PE#58201
JABARA AVE
NORTH
PORT,FL 34268
PH.941-380-1574
SHEET DESCRIPTION:
BOM AND GLAZING
DETAIL
DRAWN BY: DATE:
ADE 08/24/11
DWG ..
LINE ITEMS NOT USED: CWS-842 B
19,32,35,40 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
1:1 3OF8
1718' 2__�_
F�51/B' -j 2718'--{ 111/16' O ILT
`l�7//7C(`bAf�lUll
II 1 WI(NSt�16VW(LI�Ms
4 1900 SIN 44TH AVE.
3 OCALA.FLORIDA 34474
23/8' 23/8' 23/8' Swww.cws.cc
EI� ❑�0 II""'"'ll..,, ,�,//']][�7 39H6' 29/16'118• u ULJ Ire• ❑�o❑c3 rL —[3❑ ❑Q❑ ❑ n 8sa0 PVC
g 0 SLIDING GLASS
PVC MAIN FRAME-6098 PVC ADD-A-TRACK-6099 PVC SCREEN TRACK-6100 INTERLOCK-1841 DOOR-IMPACT
PVC PANEL-6032
33/8' .j `.r-W
I yg.� 5• F6
oDo� 2 4 0�m
0 Y
1/8' 31/16•--{ •� w f m
0
4 g o m
51!16• 43/M' 4718' 2' W W 0 W
L tre. oWa
��w
FIXED PANEL CLIP-1618 >>o
PLAN VIEW-1618
m¢O
0
oQo Z o REINFORCEMENT-1726
PVC ASTRAGAL-6043 HOOKSTRIP-1866 ,:GPSO SFTG�y'�L
11!16'
25/8'-.•1 21/16' ye. r �* No 50201 *-
Sitio'
21/1
1 �•iJ
:9; STATE OF �4lS
21116' 11/4• 1118- ,re• 215/16' Ire• 23116• 21/16' OR10
.IIIL 1/16• LrT
L I 719• I tn6• iii S�pNq�EN````
PANEL SUPPORT-1722 y
FIXED PANEL COVER-1597 PVC FRAME FILLER-6040 /-
MID RISE W/SCREEN-1879 INTERIOR COVER-1908 4/18/2015
MID RISE-1909 LUCAS A.TURNER,P.E.
1 sa•--I FL A#RA AVE.011239 JABARA A
2 v9• 15ns' 7/80
7/,s• NORTH PORT,134288
9 7/8' 9 59' PH.941-38D-1574
t!!r
1/4' ' 7/16' 9/16jN71@
L3 16' 6 SN£T DESCRIPTION1IIa1ne EXTRUSIONS
116' /-
TRACK-1655 COVER-1691 FILLER-1826 PVC FILLER-6101 PVC SCREEN TRACK-6041 GLAZING BEAD-6037 DRAWN 8V: DA,
REINFORCEMENT-1769 ADE 08/24/11
G
D 0: REV.:
CWS-642 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
1:2 40F8
WqNO�
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
2TRACK FRAME
T— 3 TRACK FRAME 4 TRACK FRAME 8940 PVC
7N.
� SLIDING GLASS
III1'(III III)"'1'11 III(1(II I1111(II 1I'I'1)11 IlI7'(III I} DOOR-IMPACT
LI LI 3 1/4' U U a LI LI U �
❑d ❑d❑ da ❑d ❑d0 da c, d0 ❑d ❑b❑ do a da c, da
oo❑�Q❑a ao❑�Q❑a D❑O oo❑�IQ❑a O ID ❑�
Y LL
71 1/1fi' -7 —10118.
I W~m
N
FRAME W/O SCREEN TRACK y
� � >
$z
a a O 2
w a a
0 0–
U
� �W
>j O
m¢O
2
2TRACK FRAME
3TRACK FRAME ����1PyyDREW�T
Nn 58201 :P 2
LJ �El 000❑d❑ d0 Ln❑ ❑[l ❑d❑ d0 CD d0 I El
'9; STATE OF
1- 6 7/76 —f B7/8' ZZ
411812015
LUCAS A.TURNER,P.E.
FRAME WITH SCREEN TRACK FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941.980-1574
SHEET DESDRIPTM;
TRACK WIDTHS
DRAWN BY; DATE
ADE 08/24/11
DWO P; REV.:
CWS-842 B
SHEET
NOTE:INFINITE NUMBER OF TRACKS ARE POSSIBLE WITHOUT SCREEN 12 5 OF 8
ANCHOR 0 MIDSPAN(TYP.)
3'MAX O.C.(TYP.) /� --{-6'MAX(TYP.) �N
6'MAX(TVP) mmm
3'MAX O.C.(fYP.)---� L I
6'MAX[TYP.) 1900 SW 44TH AVE.
-------- ---- — -----_— OCALA,FLORIDA 34474
W W W.CWS.CC
II I
I I 8940 PVC
I
SLIDING GLASS
Is* O.C. j I 'MNXo.o. DOOR-IMPACT
MAX(TYP.) II I (TYP-)
I
HOOKSTRIP I SEE NOTE Y u
ANCHORS(TYP.) I w H m
II
N
I
U U Z
w
INSTALLATION V)
I I I ANCHOR(TYP.) $ $Z
6 6 0,
F
> >o
ANCHOR LAYOUT mD<z
No 5ffi01 '.A�
NOTES:
LSF':,COR 10 p'O�?tri,:
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.INSTALL TWO ANCHORS AT EACH LOCATION IN HOOKSTRIP.
•h���pN1A;E�p.
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. x�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 4/18/2015
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 #58201
1239 JA ABARA 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 7. PH.941-380-1574
SHEEP DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2-7/16'FOR MASONRY,Y FOR FIXED PANEL CLIPS(ALL SUBSTRATES),1'FOR WOOD AND METAL. DRAWNDATE:
ADD E 08/24/11
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. G e: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-642 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMAIAAMA 100(FIN WINDOWS),FLWAAMA 200(FLANGE WINDOWS),FMNWDMA 250(BOXWINDOWS),FMA/AAMNWDMA 300(EXTERIOR DOORS) 1:40 60F8
TYPICAL HEAD ANCHORAGE
MML EDGE DIST. 27116• MIN.ABEDMENT �{j�
SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 (��,((((�U
SEE TABLE 1 1/4'MAX SHIM WINDOW SYSTEMS
1900 SW 44TH AVE.
SUBSTRATE OCALA.FLORIDA 34474
BY OTHERS MIN.EMBEDMENT �[] W W W.CWS.CC
SEE TABLEI SEE TABLE INSTALLATION ANCHOR
INTERIOR SEE TABLE t
PERIMETER SEALANT �F�- � � 8940 PV�'
BYINSTALLER p(� ❑[]❑ �p p 7/4•MAX SHIM � SLIDING GLASS
INSIDE AND our I I ❑1nT7 DOOR-IMPACT
CONTINUOUS DBL I/4'BEAD OF SEALANT �LS 27/16' N.-
AROUND PERIMETER @ ALL INDICATED L❑L m'F
POINTS BETWEEN FRAME AND SUBSTRATE
CONTINUOUS DBL 1/4'BEAD OF SEALANT DY INSTALLER ¢
AROUNDPERIMETER@ALL INDICATED INTERIOR 4
POINTS BETWEEN FRAME AND SUBSTRATE y,
BYINSTALLER �,•�� MIN.EDGE DIST. w~m
SEE TABLE 1
PERIMETER SEALANT BY INSTALLER O O Z
INSIDE AND OUT Wi (°i O
N
SEALANTUNDER SCREW BEAD OF SEALANT SUBSTRATE BY OTHERS 'o� j
HEAD BY INSTALLER BETWEN SILL INSTALLATION ANCHORAMIN.EMBEDMENT SEE TABLE W Q W
RISER AND FRAME SEE TABLE 1SEE TABLE 1 w F Q
BYINSTALLER 114'MAX SHIM 11ORIZONTALSECTION ° aYPICALJAMB ANCHORAGE wUBYYIINSTALLER�M ❑ a ❑ f]INSIDE AND OUT 2DO NOT COVERWEEP HOLES MIN.EMBEDMENT MIN.EMBEDMEMMIN.EDGE DIST,
SUBSTRATE SEE TABLEI SEE TABLEISEE TABLE
��44jpRELy Tr♦
By
I f
SEEOTHEAS TABLE t
MIN EDGE DIST. 27/i6'�I INSTALLATION ANCHOR � No 58201 '.-P%
INSTALLATION ANCHORSEE TABLE 1
SEE TABLE 1 SEE TABLE 1 1!4'MAX SHIM TWOANCHORSPERF�-HOOKSTRIP
M AS REGUIRED TO MEET
INTERIOR TRACK FACE FIXED THROUGH
A VERTICAL SECTION PRE-0DRILLED HOLES '9' STATE OF ./n+
7 TYPICAL SILL ANCHORAGE SUBSTRATE BY OTHERS 'O' p •�
` ' ' SEETABLEI 1/4'MAX SHIM F''<O R Lip
HOOK STRIP SECTION Fl%ED PANEL
MIN.EMBEDMENT
TABLE 1:APPROVED INSTALLATION FASTENERS T- �( X:
SUBSTRATETYPE ANCHOR TYPE MIN,EMBEDMENT'MIN.EDGE DIST. 112'MAX(1YP.) _ 4/18Y1015
FIXED PANEL
CONCRETE(20 KSI MPL) 3/16'RW TAPOON 1' 3' �� EDGE DIST. LUCAS A.TURNER,P.E.
CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACON 1-314' 1' FL PE#58201
HOLLOW OR GROUT-FILLED CMU(ASTM 690) 3/16'ELCO ULTRACON 1-114' 2-1/2' 1239 JABARA AVE.
17AX O.C. NORTH PORT,-1 34288
2X MR SOUTHERN PINE(G=0.55) ELCO ULTRACON OR 1-318' 7/8' O.C.
.O. Lir
PH.941.R8D-1574
SNEET DESCRIPTION:
2XMW.SOUTHERN PINE(G=0.55) 010 WOOD SCREW 138' 7/8'
16 GAUGE(0.060')MIN #10-16 HILTI KWIK-FLEX OR RW FULLTHREAD 112• FIXED PANEL CLIP INSTALLATION DETAILS
STEEL STUD(33 KSI YIELD MW) TEKS SELF-DRILLING SCREW THRU 0.060' CLIP ANCHORS MUST 2 TRACK
BE LOCATED A MINIMUM DRAWN BY: DATE
1/5 ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING 1 FULL THREAD DISTANCE OF 3'AWAY
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125 1/2' FROM
ANY MAIN FRAME DCVO ADE 08/24/11
FRIED PANEL CLIP ANCHORS WTO ANCHOR. DWG a: REV.:
CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3116'TIW TAPCON 1" 3° CWS-642 B
GROUT-FILLED CMU(117 PCF MIN.) FIXED PANEL CLIP DETAIL �1 HORIZONTAL SECnON Ern c.
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 7 FIXED PANELANCHORAGE 1:2 7 OF 8
1/IN MAX SHIM �rty(}o
MIN.EMBEDMENT ��((��((��//
CONTINUOUS DBL 1/4'BEAD ODIC SEALANT SEE TABLE 1,BHT 7 WINDOW SYSTENB
AROUND PERIMETER A ALL INDICATED 1900 SW 44TH AVE.
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER OCALA,FLORIDA 34474
W W W.CWB.CC
BEAD OF SEALANT CONTINUOUS DBL 1/4'BEAD OF SEALANT
BETWEEN SILL AROUND PERIMETER®ALL INDICATED
g 1 1 RISER AND FRAME II
BY INSTALLER BPOINTS Y INSTALLER FRAME AND SUBSTRATE 8940 PVC UII �rp
PERIMETER SEALANT1 I LJ SLIDING GLASS
BY INSTALLER ❑(l ❑ El In m ❑���INSTALLATION ANCHOR DOOR-IMPACT
INSIDE AND OUT C—i�C��O
DO NOT COVER SEE TABLE 1,SHT 7
WEEP HOLES �❑
MIN.EMBEDMENT
BOB$TRATE SEE TABLE I,SHT7
BY OTHERS 17 1Y LL
SEE TABLE 1.BHT7 w f m
In
MIN.EDGE DIST. MIN.EDGE DIST. O U Z
SEE TABLE 1.BHT7 INSTALLATION ANCHOR s OC�4 T� O
SEE TABLE 1,SHT 7
SEETABLE I,SNT7 ao
PERIMETER SEALANT BY INSTALLER INSIDE ANDD >
$2
SEALANTUNDERSCREW O Q
HEAD BY INSTALLER SUBSTRATE BY OTHERS
E VERTICAL SECTION SEE TABLE I,BHT7 w
8 3 TRACK SILL
HORRONTAL SECTION 0 Q y
B 3 TRACK JAMB 114'MAX SHIM w
MIN.EMBEDMENT m¢Z
SEE TABLE 1,SHT 7
oe� `� ORErg7j7
CONNNUOUS OBL 1/4'BEAD OF SEALANT pN•,_.W T
AROUND PERIMETER @ALL INDICATED `�9:
POINTS BETWEEN FRAME AND SUBSTRATE CONTINUOUS DBL 1/4'BEAD `�VP�•V�CENgF.��Q�'y
BY INSTALLER OF SEALANT AROUND J J ;r-
�❑ PERIMETER ALL INDICATED Z ND 58201 •9
POINTS BETWEEN FRAME AND
SUBSTRATE BY INSTALLER
BEADOFSEALANT
RISERBETWEEN FR ® ,9; STATE OF
RISER AND FRAME ❑ -O•.a .•7//:
1 I I BYINSTALLER �!�(�•�OR10p
�T SEE INSTALLATIONANCHORSS,ONA,
BY
INSTTERSEALANT ❑ ❑ ❑ UQ �O
BY INSTALLER ��❑❑ Q❑❑ 0 __ y�
INSIDE AND OUT I�
DD NOT COVER ❑� 4/18/1015
WEEP MOLES
MIN. LUCAS A.TURNER,P.E.
n
SEE TABLE
EDMEM LE 1,SHT 7 110 1239 JABAR 2OA�
BY OTHERS
NORTH PORT,FL 34288
SEE TABLE
SEE TABLE t,BHT 7 e0 PH.941.780.1574
SHEET DESCRIPTION:
MUL EDGE DIST. INSTALLATION ANCHOR
SEE TABLE 1,SHT 7 SEE TABLE 1,SHT 7 aC23 INSTALLATION DETAILS
MIN.EDGE DIST. 005 3&4 TRACK
SEALANT UNDER SCREW SEE TABLE I,BHT7
HEAD BY INSTALLER DRAWN BY: Dare
F VERTICAL SECTION NSI EAND OUTIMETER BY INSTALLER 08/24/11
B 4TRACK SILL DWG C: RE
SUBSTRATE BY OTHERS
SEE TABLE 1,SHi7 CWS-642 B
HORQONTAL SECTION SHEET
B 4 TRACK JAMB 1:2 8 OF 8