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TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS_ -,1
CONFIGURATIONS .................................2
SECTION VIEWS.....................................3
BOM & EXTRUSIONS ..........................:..A
ANCHOR SCHEDULE & NOTES_ .......... 5
INSTALLATION DETAILS ........................6
PRIME DOOR - NON -IMPACT
(SHOWN w/ALUM. SINGLE HUNG)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2, GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED,
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
aogon
WINDOW SYSTEMS
19
.
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
WWW.CWS.CC
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
a
z a z
O
5, ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
LU
w � OC Q O w
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
2
z O z IY - z F
O W �
3
_
F W Z
-
ANCHOR CALCULATIONS.
Z
z= 2¢ Irw O O
O
Z 5L�
6. NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE
0
c z_ a P U) a
� z I.
p 0 �
HINGE (TYR)
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
�
C7 �
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT
1— '200LLz
< Q O> w F F 0 -
0
USED AT ALL FRAME JOINTS.
Q
0 0 F Y O
(0 awww
i 22„
[C
a.0 Of 0
- T co
6 HINGE (TYP.)
a
_Iw=�>-
W3:w
6-
LL
Lucas
-'�Gp`:` C E N F...
Turner
No 58201��
2017-09-15
r + * * =
15:13+20:00
-A" STATE OF
nFs[ o R
011
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yy
9/15/2017 F
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
37-1/4" x 81" +/- 40 PSF NONE
LUCAS A. TURNER, RE,
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
rscaiPnoar
GENERAL NOTES AND
ELEVATIONS
DRAW A7
AIDE 09/08/08
CWS-176 F
scALe: SHEET
1:15 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
26
GL
DL
MAX
UNIT
HEIGHT
T
i I I __ I
k-lim,
ALT. THRESHOLD (1126)
SECTION VIEW A -A
ITEMS NOT SHOWN FOR CLARITY:
9, 11, 17-19. 24-26. 31, 36
INTERIOR
-+371
114,
;10i ;3i
SECTION VIEW B-B
WINDOW SYSTEMS
1900 SW 44TH AVE
OCALA, FLORIDA 34474
W WW.CWS.CC
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
z ¢z3:
ow0 awoo
zOz W_ L
� �w�Z�-3�=
Z zxm¢ww00
O OU)O�jaPNa
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w 0 U)93wv)w
toww O�toI_
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IL a w�a
...............
55201
STATE OF ,•4V:
7�
9% 512017
LUCAS A. TURNER, P.E
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH- 941-380-1574
SHEET UESCRVnON: - —
SECTION VIEWS
THRESHOLD
DESCRIPTION
MAX. POS. DP
PARTS LIST
2 5/8"
2"
9.1
I
1/8" -f 8:
61/16" 41/4"
- 1/16"
DOOR CORE - H-1001
CORNER KEY - S-1002
--2 3/8" —• 2 3/8"'
—r
314" 1/16" 3/4u•
111 _L
1 13116" ah L 1 11/16" 1
I i� tJ
OUTSWING HEAD S-1377 OUTSWING JAMB S-1374
ITEM
PART #
DESCRIPTION
VENDOR
MATERIAL
1
S-1377
HEAD, ZBAR, OUTSWING
KEYMARK
ALUM
3
S-1374
JAMB, ZBAR, OUTSWNG
KEYMARK
ALUM
5
S-1186
THRESHOLD
KEYMARK
ALUM
6
S-1193
SADDLE THRESHOLD
KEYMARK
ALUM
7
S-1126
(BUMPER THRESHOLD
KEYMARK
ALUM
8
H-1001
(DOOR CORE
KEYMARK
ALUM
9
S-1002
CORNER KEY
KEYMARK
ALUM
10
P-300B
(HINGES
IDEAL
SS
11
P-3376
(POP RIVET
HUB
SS
12
P-3280
IDEADBOLT - 3127-A-0
DELANEY
SS
13
P-3280
fLOCKSET-3127-A-0
DELANEY
SS
14
P-3302
WSTP, .330 x .187 FIN, BLACK SOFT TOUCH
ULTRAFAB
15
P-3310
WSTP, .350 x .187 BULB VINYL
ULTRAFAB
16
P-3224
WSTP., THRESHOLD VINYL
TEAM PLASTICS
17
1 P-3087
GASKET, DOOR KNOB
PRATT IND.
FOAM
18
P-3204
GASKET, DEADBOLT
HO PRODUCTS
FOAM
19
P-35B4
FOAM CORE
ELITE
23
P-3214
BUGSWEEP
24
P-3539
8 x 3/4, QUAD PAN TEK
FASTEC
STEEL
25
P-3329
FOAM BLOCK. DOOR KNOB
IMPERIAL
FOAM
26
P-3350
FOAM BLOCK, FILLER
METALS USA
28
P-3369
CYLINDER, DOOR PLUNGER
YALE
SS
29
P-3370
CYLINDER, DEAD BOLT
YALE
SS
31
P-3531
8 x 316 PHIL FLAT SMS
FASTEC
SS
32
P-3214
BUGSWEEP
TEAM PLASTICS
PLASTIC
33
S-1300
,ADJUSTABLE SWEEP
KEYMARK
ALUM
34
P-3367
DOOR STRIKE
YALE
SS
35
P-3368
DEADBOLTSTRIKE
YALE
SS
36
P-3612
.B x 1-1/4 QUAD PAN W/ 1/4" LEAD
FASTEC
STEEL
37
P-W76
(BACKER PLATE
ALCOA
ALUM
NOT USED:
30
LINE
2, 4,
ITEMS
20-22, 27,
NOTE: SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL.
- 2 15/16"
f
1/16"
STANDARD THRESHOLD S-1186
NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED.
r 3 3/8"
718' i 7
1/16"
BUMPER THRESHOLD S-1126
t3�
OUTER FRAME
ASSEMBLY
f_I I •'
PANELFRAME
ASSEMBLY
2 5/8"
1 1/16"
3116"
ADJUSTABLE SWEEP S-1300
3 7/16"
13'16-I s}
SADDLE THRESHOLD S-1193
THRESHOLD
DESCRIPTION
MAX. POS. DP
__j.U0,
BUMPER THRESHOLD
NONE
1186
STANDARD THRESHOLD
+ 40
1193
SADDLE THRESHOLD
NONE
NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED
WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.
INDO 1L� YSTEMS•li
WINDOW SYSTEMS ll wI
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
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9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
R7IYSITEV: UAYE:
AIDE 09/08/08
WG A: 1REV-:
CWS-176 F
CALL: SHEET
1:2 4 OF 6
12 3/4" MAX O.C. (TYP.)'�+
6" MAX. (TYP.)
6" MAX. (TYP
17" -
MAX. O.C.
(TYP.)
INSTALL ONE #8 ANCHOR THRU
EACH HINGE INTO SUBSTRATE (TYP.)
1 SEE NOTE 2
INSTALLATION
ANCHOR (TYP.)
INSTALL TWO #8 ANCHORS THRU
STRIKE PLATE AND DEADBOLT STRIKE
PLATE INTO SUBSTRATE (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
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 BECONSTRUCTED 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. 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 BE PROTECTED TO PREVENT REACTION.
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 SPECIFIED IN TABLE 1, SHEET 6.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONTRY, 1" FOR WOOD AND METAL.
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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED,
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA300(EXTERIOR DOORS)
WINDOW SYSTEMS lS
1900 SW 44TH AVE
OCALA, FLORIDA 34474
WWW.CWS CC
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
z 3: "1z
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L-
9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
AIDE
09/08/08
VG N:
! REV.:
CWS-176
F
ALE
SHEET
1:20
5 OF 6
TYPICAL HEAD ANCHORAGE
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER MIN. EDGE DIST
SEE TABLE 1
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER - 1/4" MAX. SHIM
INTERIOR
INSTALLATION ANCHOR
SEE TABLE 1 SEAL OR SET IN
CONCRETE OR MASONRY
PERIMETER SEALANT
BYINSTALLER
c 41 a MIN. EMBEDMENT
SUBSTRATE BY OTHERS a a SEE TABLE 1
SEE TABLE 1
MIN. EDGE DIST,
SEE TABLE 1
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATETYPE
ANCHORTYPE
MIN. EMBEDMENT
MIN. EDGE DIST..
CONCRETE (2.0 KSI MIN,)
3/16" ITW TAPCON
11
1-1/8"
CONCRETE (2,85 KSI MIN.)
3/16" ELCO ULTRACON
11
NI-N. SOUTHERN PINE G- 55)
ilt0 W06DSCRE`"�'m�
1 r
1/2"
0-045" ALUM- (fi063-T5 MIN-) OR
045" STE L 'J3 KSI
#10 GRADE 5 SELF -TAPPING `
DRILLING SCREW
FULL TH
RU.0.045"
1/2
HINGE AND STRIKE PLATE ANCHORS
2%MIN. SOUTHERN PINE (G=0,55)
pg WOOD SCREW
1-3/8"
7/8"
MIN, EDGE DIST.
SEE TABLE 1
INTERIOR 1/4" MAX. SHIM
HINGE/STRIKEPLATE
— HINGE/STRIKEPLATE
MIN. EMBEDMENT
MIN. EDGE DISTANCE
SEE TABLE 1
SEE TABLE 1
1
I
MIN. EMBEDMENT
HINGE/STRIKE PLATE SCREW
-- SEE TABLE 1
SEE TABLE 1
I
INSTALLATION ANCHOR - SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1
SEALANT BEHIND LANT
FLANGE BY INSTALLER BY INSTALLER
!tTYPICAL
ECTION
ANCHORAGE
NOTE: GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM
ANCHORAGE AS SHOWN IN TABLE 1.
WINDOW SYSTEMS
1900 SW 44TH AVE.
j OCALA, FLORIDA 34474
WWW.CWS,CC --...
1000 ALUM.
GUARDIAN DOOR
NON -IMPACT
a
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9/15/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
AIDE 1 09/08/08
CWS-176 F
ALE: SHEET
1:2 6 OF 6