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TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........ 1
CONFIGURATIONS.................................2
SECTION VIEWS.....................................3
BOM & EXTRUSIONS ..............................4
ANCHOR SCHEDULE & NOTES
.............5
INSTALLATION DETAILS ........................6
PRIME DOOR - NON -IMPACT
(SHOWN w/ALUM. SINGLE HUNG)
37 1 /4"
OVERALL WIDTH
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.
augoLIL -
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
1000 ALUM.
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GUARDIAN DOOR
GLASS TABLES ASTM E-1300-04e01/09.
NON -IMPACT
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
Z ?. a Z
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
LUOM
w -i p Q H o w
� Z �
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
WAS USED FOR WOOD
w
0
Z o Z D_
O— �
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6
P w Z �
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ANCHOR CALCULATIONS.
Z
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8" 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
Z
Z Z
o C7 � Z
O -
;TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
Uj Z)
7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT
Q
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USED AT ALL FRAME JOINTS.
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MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
37-1 /4" x 81 "
+/- 40 PSF
NONE
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Lucas Turner
N0. 58201
2020.08.21
* IU-
11:22:35
5 STATE OF
-05'00'
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
AIDE 09/08/08
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WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED.
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1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
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FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
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6" MAX. (TYP.)
6" MAX. (TYP.)
17"
MAX. O.C.
(TYP.)
INSTALL ONE #8 ANCHOR THRU
EACH HINGE INTO SUBSTRATE (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
SEE NOTE 2
NSTALLATION
WCHOR (TYP.)
INSTALL TWO #8 ANCHORS THRU
STRIKE PLATE AND DEADBOLT STRIKE
PLATE INTO SUBSTRATE (TYP.)
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/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS E
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
1000 ALUM.
GUARDIAN DOOR
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No. 58201 1
STATE OF
8/18/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
ANCHOR SCHEDULE AND
NOTES
DRAWN BY: DATE:
ADE 1 09/08/08
CWS-176 G
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