HomeMy WebLinkAboutAPPROVED Window Plan GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED a6g
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(SHOWN w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT WINDOW SYSTEMS
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND 1900 SW 44TH AVE.
ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474
WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY
HURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.
54 3/8" 6100 PVC
FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) SINGLE HUNG
53 1/8" 3. CONFIGURATIONS: "O/X". IMPACT
MAX UNIT WIDTH
49 1/16" 4. DESIGN PRESSURE RATING:
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND Q z_ Q z
GLASS TABLES ASTM E-1300-04e01/09. p w 0 Q w Oo 0
A -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER Z w -1
INFILTRATION TEST PRESSURE AND GLASS TABLES w Z O Z H z
ASTM E-1300-04e01/09. LL z z Q � w 2 O 0
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED O O F O U Q 1:
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR p z C/) z Z I. D C/)
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR z O z U z D U -
I WOOD ANCHOR CALCULATIONS. Q � - w p O w U
Q � w — = Oz
771/4" G ASSDLO � � Qp ~ HHZ
FLANGE B O I B 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE < U) Q O
HEIGHT I NOT REQUIRED. w 0 w c� O w Co w
C / 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM O w � O w O= w
SEALANT USED AT FIXED MEETING RAIL AND JAMB. 2 T D_ w wo
76" A a-
MAX 8. SERIES/ MODEL DESIGNATION SH-6100.
UNIT I I 5
HEIGHT C 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ,��4t11�re11��
5 X= OPERABLE SASH, O = FIXED SASH A rUFr�l�
37 1/4" X D 34 5/16" 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAX I I 5 GLASS DLO LOCATION. *-f �' $� i*
SASH I I y; .dI
HEIGHT 01
11. EXTERNAL WEEP SLOT = 1/4 x 1-1/2" LOCATED 5" FROM BOTH =xs *� '�E
ENDS.
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OR1D�'„ 11�
5 D � I Lucas Turner
C 2020.07.27
'
47" 1 1 :24:38 7/23/2020
GLASS DLO -05'00'
49 15/16" LUCAS A. TURNER, P.E.
MAX. SASH WIDTH FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES & ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE IMPACT RATING EMK 05/26/15
SECTION VIEWS & GLAZING..............2 SIZE RATING DWG#: REV.:
EXTRUSIONS & B.O.M.........................3 CWS-1068 D
ANCHOR SCHEDULE & NOTES..........4 53-1/8" x 76" +/- 50 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAIL.......................5 SHEET
1:20 1 OF 5
7/8" OVERALL 0963zn-
WINDOW1/8" ANNEALED SYSTEMS X3
/16" AIRSPACE 1900 SW 44TH AVE.
44 14 4 21 9 32 13 44
5/16" LAMINATED OCALA, FLORIDA 34474
WWW.CWS.CC
1
O o /8" ANNEALED —1— Ail
rn
00 34 .090" DUPONT PVB INTERLAYER 6100 PVC
QUANE1i8" ANNEALED SINGLE HUNG
JOL-1
� ❑❑❑ CARDINAL
L XLDUR EDGE
r, IMPACT
CARDINAL XL EDGE or,
❑ KODISPACE 4SG TPS
I.G. SPACER
p ❑ SIKAFLEX 552 OR Q Z 3: Q Z Z'
0 ❑ Q000 31 PURFECT GLAZE"H" 1- 0 W p Q 00 W
I
L_, 0 0 o W Z O Z � t Z Car— LLJ �
C❑� `�J 44
8 35 33 37 10 Z Hw2Z � wg =
Z 02- 005 pO
8 LiSECTIONB-B p
U 0 U) 1- Z� � c� a
5/8" GLASS BITE 0 Z U) - Z H D U)
9' NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, ❑ Q p z U � Z =O U
RIGHT SIDE SHOWS SASH SECTION VIEW. Q - o w O p Z
19 Q ( < � 0U
� Z� w � pwCOw
_ = a C 0
27 26 32 O = Of W UJ U)
0(27 ~ d � � �
d
32 26
17 GLASS TYPE A
�� 1717 8 ❑ 1:1 �ti����PS A T!1 IIr f�J
8 ❑ � 17
45 INTERIOR 24 SETTING BLOCKS PER FBC 2411.3.3.1 y,1G �t�" rif
0 24 No. 58201 � *�_
❑ ❑ O ilr e=
D 7axi-0 �
43 i.L1� ,STATE OF
32
6 23 18 20 33 ��
35 32 �.
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35 31 f'1 I_ .�. 46 7/23/2020
31
❑ 5 47, 32
LUCAS A. TURNER, P.E.
❑
17 32 0 2 1 FL PE # 58201
32
32 12 16 24C28
Old Natchez Trc
Tr
amden, TN 38320
a
37 22 11 PH. 941-380-1574
47 � 3246 37 � n SHEET DESCRIPTION:
SECTION D-D SECTION VIEWS AND
0 44 28 ALT 562 POCKET UNI-FRAME GLAZING DETAIL
28 a
p�❑❑�� ❑ DRAWN BY: DATE:
o n NOTES: EMK 05/26/15
o - FIN FRAME AVAILABLE FOR BOTH UNI-FRAME
SECTION C-C AND STANDARD FRAME TYPES. Dw�#: REv..
SECTION A-A ALT MTG RAIL CWS-1068 D
- 880 BALANCERS AND DEEP POCKET UNI-FRAME
AND SLOPE SILL (H-6193) REQUIRED FOR LARGER SASHES.
scALE: SHEET
1:2 2 OF 5
NOTE: ITEMS NOT SHOWN FOR CLARITY: 38-41
ITEM PART DESCRIPTION MATERIAL CORNER CONSTRUCTIONF/,/-
FRAME ����__^®
1 H 1125 HEAD,OUTERFRAME PVC 3 7/16" 3 1/2" 9/16" r 1 3/16"
WINDOW
SYSTEMS
2 H-6125 JAMBS,OUTERFRAME PVC ❑ 211
3
3 H-6126 SILL,OUTERFRAME PVC ❑ 1 2 OCA A, FLORIDAAV3
4 H-6132 SASH SIDE RAIL PVC 2 3/8" 1/16" OCALA, LORI 34474
21/16" ❑�a WWW.CWS.CC
5 H-6136 SASH BOTTOM RAIL PVC REINF. SSR HD
PVC 1/16" 1/16" S-2006
6 H-6137 FIXED MEETING RAIL. 3 9/16 � 3 7/8"
a CORNER WELD(ALL SIDES)
C G� � 1 0 PVC
PVC a 6 0
7 H-6138 SASH TOP RAIL r�
8 S-6141 GLAZING BEAD PVC p 3/4" 1:8 SINGLE HUNG
9 S-6142 SASH STOP
PVC 20)
10 S 6143 SCREEN ADAPTOR PVC 13/16" IMPACT
11 P-5085 WSTP,QLON BULB VINYL .050"
12 P-5471 WSTP,QLON BULB VINYL PVC FRAME HEAD & JAMB INTERLOCK Q Z Q Z
13 BALANCERS-CONSTANT FORCE RT 880 H-6125 PVC FRAME SILL 0 - O 1) w O o
NYLON H-6126 S-2001 Z w J p Q I- Z w
14 P-5392 SASH TI LT LATCH w Z O Z o ~ - H
16 P 5396 PIVOT BAR SS 5/16" 1 3/8" 3/4" _ _ 0 Q - �- O m
17 P-3515 #8 x 5/8 PHI L FLAT WHITE SMS STEEL ' t�Z050"
5/16" ' 10 z Z = 2 Q � w O 0
18 P 4146 #8 X 3/4 PHI L FLAT tek STEEL 15%16" 9 5/8" 1/16" FIXED MEETING RAIL O O O Cj _
19 P 5615 SETTING BLOCK RUBBER SCREWED TOGETHER WITH U Z F- Z I- D �
1 .074" OUTERFRAME Z ZO (DD - z I. U
20 S-2001 INTERLOCK RAIL ALUM 1.8 z U 2 Z U
21 S 2006 REINF,SASH SIDE RAIL, HD ALUM PVC GLAZING BEAD PVC SASH STOP PVC SCREEN ADAPTOR Q � 0 w O p z
ALUM S-6141 S-6138 S-6143 1 11/16"
P23
2 S 2007 RE[NF,BOTTOM RAIL 1 7/16" I Q o 0 � >- U O m
S 2008 REINF,FMR ALUM 1 1/2" 2 1/8" I _ W O m wLLj C/) m w U) w
24 S-2009 REINF,TOP RAIL ALUM ] 6 0- Z 2 d O CE >_
NYLO N 5 �„ O w ~ W Co
26 EP-3784
EMPACT
T LOCKS 4
27 KEEPERS NYLON 1 7/16" ! -� 1 7/16" 1 7/8 1/16" 1 7/16 1/16" F- a_28 COVER ZE'H' SILICONE Lff::�
1/16" t1/16„
31LEX 552 OR PURFECT GLA
32 P-3305 WSTP., .270 X 187,SOFT TOUCH FIN PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL hh11[A-TU Nj
�
H-6138
34 P-5588 HOLE PLUG NYLON H-6136 �Pgp f f
H-6132 H-6137 .;
35 GLASS SEE SHEET 2 �� �' L•ii
36 P 4638 #8 X 2-1/2 PHIL TRUSS tek STEEL 1 3/16" 1 5/16"� 1 3/16"
9/16" 9/16" ,0 No. 58201 i W�
37 P-3218 SCREEN FRAME ALUM 9/16" _
38 P 4754 SCREEN CORNER KEY NYLON 23 24 "";+ * F��
22 -+0. r /
39 P-3228 SCREEN SPLINE 1 w0 STATE OF
Ill 6"
40 P-3029 SCREEN LIFTS 1/16" �-
1/16" �r` ti '�C4R 1D
41 P-3033 SCREEN SPRINGS REINF. FMR REINF. TOP RAIL
REINF. BTM RAIL
43 H-6157 HD FIXED MEETRING RAIL PVC S-2007 5-2008 S-2009 r�1�f��;111�hh
44 H 6193 UNI-FRAME,880 BALANCERS PVC
45 H 2115 REINF, HD FMR ALUM 1 11/16"
3 7i16" 1 13/16"� 46 1 5/16"
46 S-6216 UNI-FRAME SILL POCKET INSERT PVC 01/1
47 S-6217 UNI-FRAME SCREEN RETAINER PVC jr--
7/23/2020
44 1 3/16" 2 1/8" 43 1 3/16" LUCAS A. TURNER, P.E.
2 1/16" FL PE # 58201
1/16"0 6" 2428 Old Natchez Trc Trl
3 9/16" p�aaC3 1 1/16" 1/16" Camden, TN 38320
U PVC SILL POCKET INSERT PVC HD FMR PH. 941-380-1574
n S-6239 H-6157 REINH.2HD FMR
SHEET DESCRIPTION:
1 - 115
5/8 - -I 47 6005A-T5 BOM AND EXTRUSIONS
PVC FRAME 7/16„ 1/16" DRAWN BY: DATE:
H-6193 EMK 05/26/15
PVC SCREEN RETAINER DWG#: REV.:
S-6217 CWS-1068 D
SCALE: SHEET
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED.
1:2 3 OF 5
15, 25, 29-30
WINDOW SYSTEMS
ANCHOR @ MIDPOINT 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
6" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) WWW.CWS.CC
6•' MAX. (TYP.) SEE NOTE 2 4" MAX. (TYP.) FT SEE NOTE 2
6100 PVC
rF SINGLE HUNG
8" IMPACT
MAX. O.C.
L 14" (TYP.)
O O
MAX. O.C. Q z Q Z 0
(TYP.) ow0 Q � O0 �
Z w J
ZQZ O � ZI—
MTG RAIL �, MTG RAIL Z LL Z I Q � w
O OH U
O < MI-f
4" (TYP.)J III 4" THRU FRAME U U � Z ~ U
(TYP.) x Z 0 (D D z Z U -
x INSTALLATION INSTALLATION Q - w W O O= z
ANCHORS(TYP.) O
ANCHORS (TYP.) ~ ~
� " H >- 5 � O 2i
w_ 0 Ofcn0w (nw
w Cnw QJ (nH
II a_ Zia-o_
o w � 0 a- � of >_
_ 0� w wcn
w a- 0� a_
ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN)
[NO SILL ANCHORS REQUIRED] [NOTE THRU FRAME ANCHORS]
IIIfill/
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0` ray
►A' STATE OF r��
ORID
NOTES: r� _--o
Al-
1
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. hillwx
2. SHIM AS REQ 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. 7/23/2020
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
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
2428 Old Natchez Trc Trl
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 Camden, TN 38320
SPECIFIED IN TABLE 1, SHEET 5. PH. 941-380-1574
SHEET 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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY. DATE.
EMK 05/26/15
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. DWG# REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1068 D
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:25 4 OF 5
MIN. EMBEDMENT SUBSTRATE ����� ®
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS
MIN. EDGE DIST. 1/4" MAX SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE WINDOW SYSTEMS
y�SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS 1/4" MAX SHIM WWW.CWS.CC
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT SEE TABLE 1
SEE TABLE 1 6100 PVC
PERIMETER SEALANT INSTALLATION ANCHOR —
BY INSTALLER SEE TABLE 1 SINGLE HUNG
INSIDE AND OUT 0 MIN. EMBEDMENT
SEALANT BEHIND 1/4" MAX SHIM SEE TABLE 1 IMPACT
FLANGE BY INSTALLER L�� ��❑a
Z
D 1-- ow0 � w0o
PERIMETER SEALANT Z W J 0 Q � 0 w
Doo PERIMETER SEALANT BY INSTALLER w Z O Z ErI- Z I-
BY INSTALLER Q000 INSIDE AND OUT 0 Q (n � >- O IM 5 00
LL INSIDE AND OUT INSTALLATION ANCHOR Z Z = � Q of W O =O
SEE TABLE 1 O OF- O Q = I-f [)f
INSTALLATION ANCHOR SEALANT BEHIND 0 0 01-- Z 0_ P U) D_
SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND p Z - c/) - Z � D Cn
FIN BY INSTALLER Z O 0 �::) -- Du -
HORIZONTAL SECTION �C� HORIZONTAL SECTION Q 1-- - li 2 O O Z
TYPICAL JAMB ANCHORAGE �5J TYPICAL FIN ANCHORAGE Q O I O -
HEAD AND SILL SIMILAR FOR FIN INSTALLATION < IY H U) O
OD
CONTINUOUS DBL 1/4" BEAD OF SEALANT NOTE: ADDTIONAL THRU-FRAME ANCHORS � Z w 0 _j u) F-
AROUND PERIMETER @ ALL INDICATED D_ - 2 D_ 0� O — U)
POINTS BETWEEN FRAME AND SUBSTRATE (AS SHOWN IN DET. B/5) REQ D AT MTG RAIL. O w i-Z 0 D- 2 >_
BY INSTALLER SEE SHEET 4 ANCHOR LAYOUT. a a- �
MIN EMBED
SEALANT BEHIND c3F S E TABLE 1 ti� Sp
FLANGE BY INSTALLER G� SUBSTRATE �, P �r
0 � BY OTHERS
ti, r
PERIMETER SEALANT 1/4" MAX SHIM 1/4" MAX SHIM SEE TABLE 1 * fQ $201 t f
BY INSTALLER
INSIDE AND OUT lr��
i +� A
SUBSTRATE BY OTHERS
MIN EDGE DIST -rt4 STATE OF
0 SEE TABLE 1 i r�"
SEE TABLE 1 �\ A- �
r �
A 1 VERTICAL SECTION ORO
SILL ANCHORAGE
INSTALLATION ANCHOR
5 NO SI LTYPICALANCHO S REQUIRED SEE TABLE 1
TABLE 1: APPROVED INSTALLATION FASTENERS D 7/23/2020
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8" LUCAS A. TURNER, P.E.
FLANGE HOLLOW OR GROUT-FILLED CMU 117 PCF MIN. 3/16 ITW TAPCON 1" 2" FL PE # 58201
( ) " PERIMETER SEALANT 2428 Old Natchez Trc Trl
FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" BY INSTALLER Camden, TN 38320
FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" INSIDE AND OUT PH. 941-380-1574D HORIZONTAL SECTION
FLANGE 2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON 1-3/8" 7/8" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
OR ELCO ULTRACON SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" INSTALLATION DETAILS
16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY. DATE.
1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5SELF-TAPPING / FULL THREAD EMK 05/26/15
FLANGE 1/8" STEEL ( 0 KSI MIN DRILLING SCREW THRU 0EA 7/16" - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG# REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-1068 D
FIN 2X MIN. SOUTHERN PINE (G=0.55) 1#10 WOOD SCREW 1-1/2" 1/2" - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS. scALE: SHEET
NOTE: UNIF-FRAME OPTIONS NOT SHOWN. 1 2 5 OF 5