FL42088_R1_II_PAD001 SS 2023-06-22 Rev. 9-21-23PANORAMIC DOORS
COASTAL STORM DOOR
(NON-HVHZ) (NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC)
EXCLUDING HVHZ. ALL PRODUCTS UNDER THE SCOPE OF THIS
DOCUMENT HAVE BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 202-94
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X
AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD FOR THE PROJECT OF INSTALLATION.
4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF
±1/4 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL
(I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY
NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
7. FRAME MATERIAL: ALUMINUM 6063-T6.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE
SHEET 1 FOR GLAZING DETAILS.
TABLE OF CONTENTS
SHEET
SHEET DESCRIPTION
1
GENERAL NOTES AND GLAZING DETAILS
2
ELEVATION & ANCHOR LAYOUT
3
VERTICAL SECTIONS
4
HORIZONTAL SECTIONS
5
INSTALLATION NOTES AND DETAILS
EPDM GASKET
3/8" GLASS
BITE
EXTERIO
DESIGN PRESSURE RATING
V)
DESIGN
PANEL SIZE
MISSILE RATING
PRESSURE
Q
36" x 116-3/4"
+/- 70 PSF
NON -IMPACT
1" INSULATING GLASS WHICH CONSIST OF:
1/4" TEMPERED GLASS
1/2" STAINLESS STEEL AIR SPACER
1/4" TEMPERED GLASS
GLAZING DETAIL
SIGNATURE BL -5011
EECORE SEAL
3/16" GLAZING TAPE
TERIOR
GLAZING NOTES:
1. GLASS TYPE & THICKNESS COMPLIES WITH ASTM E1300
REQUIREMENTS AS WELL AS APPLICABLE SAFETY
GLAZING REQUIREMENTS PER THE FBC. TEMPER AND
SAFETY GLAZING REQUIREMENTS SHALL BE REVIEWED
ON A SITE SPECIFIC BASIS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
(SHORE A) AS REFERENCED IN FBC CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH
FOR GLASS WIDER THAN 36" AS PER FBC CHAPTER 24.
4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX
VALUES IN SHEETS 1 & 2.
PANORAMIC
DOORS
15050 FRYE ROAD
FORT WORTH, TX 76155
PH: (817) 952-3500
%ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
Digitally signed by Hermes F. Norero, P. .
Reason: I am approving this document
Date: 2023.06. \AA:$f QQ
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HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
IFL#: FL42088 I
DATE: 06.12.2023
DWG. BY: TCHK. BY:
MS HFN
SCALE: NTS
DWG.#: PAD001
SHEET:
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REMARKS
BY DATE
%ND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFR
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
Digitally signed by Hermes F. Norero, P. .
Reason: I am approving this document
Date: 2023.06. \AA:$f QQ
At
NS . O
No 8 r
AT OF '
i
L
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
IFL#: FL42088 I
DATE: 06.12.2023
DWG. BY: TCHK. BY:
MS HFN
SCALE: NTS
DWG.#: PAD001
SHEET:
OF 5
PANEL
WIDTH
i D.L.O.
inrry 1rel 1
FRAME
WIDTH
GLAZING DETAIL
PANEL
WIDTH
i D.L.O.
SEE SHEET 1
WIDTH —�
PANEL
WIDTH
EXTERIOR
SEE SHEET 1
g HORIZONTAL SECTION (::C)HORIZONTAL SECTION (-D-)HORIZONTAL SECTION (:r)HORIZONTAL SECTION
4 SLIDING JAMB 4 INTERMEDIATE STILE 4 MEETING STILE 4 HINGE JAMB
PANORAMIC
DOORS
15050 FRYE ROAD
FORT WORTH, TX 76155
PH: (817) 952-3500
aND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFII
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
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Ns . O
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No 8 r
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HERMES F. NORERO, P.E.
FLORIDA P.E. N073778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION N0. 29578
IFL#: FL42088 I
DATE: 06.12.2023
DWG. BY: CHK. BY:
MS HFN
SCALE: NTS
DWG. #: PAD001
SHEET:
OF 5
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REMARKS
REMARKS
BY DATE
aND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFII
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
Al
Ns . O
_ * ;
No 8 r
_ V AT OF '
HERMES F. NORERO, P.E.
FLORIDA P.E. N073778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION N0. 29578
IFL#: FL42088 I
DATE: 06.12.2023
DWG. BY: CHK. BY:
MS HFN
SCALE: NTS
DWG. #: PAD001
SHEET:
OF 5
MIN. EDGE
DISTANCE MIN. EDGE
ANCHOR SPEC. DISTANCE
1 SEE TABLE BELOW
1
MIN. 1/4" MAX. SHIM MIN.
EMBEDMENT EMBEDMENT
ANCHOR SPEC.
SEE TABLE BELOW
F INSTALLATION DETAILS
5 HEAD
INSTALLATION NOTES:
f MAX. 1/4" SHIM
G INSTALLATION DETAILS
5 JAMB
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/4 INCH THE DEPICTED LOCATION
& SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
5. FOR MASONRY OR CONCRETE OPENINGS, A 1X WOOD BUCK MAY BE USED (OPTIONAL) AS LONG AS THE
MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE
CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
In
PANORAMIC
DOORS
1/4" MAX. SHIM
15050 FRYE ROAD
FORT WORTH, TX 76155
PH: (817) 952-3500
SUBSTRATE
ANCHOR TYPE
MIN. EMBEDMENT
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ANCHOR SPEC.
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MIN. Fy = 36 ksi
MIN. EDGE
NW
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DISTANCEMS
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SELF -DRILLING/
PENETRATION BEYOND
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REMARKS BY I DATE
MIN. 6063-T5
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DISTANCE
WOOD:
#8 WOOD SCREW
1.5"
1"
MIN. S.G. = 0.55
STEEL:
MIN. 16 GA.
MIN. Fy = 36 ksi
#8 GRADE 5
3 THREADS MIN
SELF -DRILLING/
PENETRATION BEYOND
0.5"
THROUGH
ALUMINUM:
SELF -TAPPING SCREW
METAL
MIN. 1/8" THICK
FRAME
MIN. 6063-T5
CONCRETE:
MIN. f'c = 3000 psi
1.5"
2.125"
3/16" ITW TAPCON
MASONRY:
CMU per ASTM C90
1"
2"
MIN. 2000 PSI
1N MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
����11111 -f-
At
No
8
A, _
AT OF '
L
HERMES F. NORERO, P.E.
FLORIDA P.E. No 73778
BUILDING DROPS, INC
398 E. DANIA BEACH BLVD. # 338
DANIA BEACH, FL 33004
FBPE CERT. OF AUTHORIZATION No. 29578
IFL#: FL42088 I
DATE: 06.12.2023
DWG. BY:CHK. BY:
MS HFN
SCALE: NTS
DWG. #: PAD001
SHEET:
OF 5