2229 Exhibit 8 - Store Front Entrance Way.PDF
PDF 1 MB Posted
- Solicitation number
- SB-2229-0-2026/RP
- Issued by
- St. Johns County, Hollywood City, Florida
About this file
This document is a detailed technical specification and installation guide for a Kawneer Company Trifab 451 Aluminum Storefront and Entrance Way system, prepared by Building Drops, Inc. for high-velocity hurricane zone (HVHZ) applications in Florida. The comprehensive technical drawing set includes 15 sheets covering installation notes, elevations, anchor layouts, design pressure tables, vertical and horizontal sections, glazing details, and a complete bill of materials. The drawings are specifically designed to comply with the current Florida Building Code and provide detailed technical specifications for aluminum storefront and entrance way components, including precise measurements, material specifications, and installation requirements for various substrate types such as concrete, masonry, wood frames, and existing metal structures.
The technical specification focuses on a non-impact storefront system utilizing 6063-T6 aluminum components, with specific attention to anchor installation, glass types, and design pressures. The documentation includes comprehensive details on glass load capacities, mullion reinforcement options, and installation requirements for different building environments. Key technical specifications include options for single and double door configurations, various glass types (including tempered and insulated glass), and detailed anchor schedules for different substrate materials. The drawings are sealed by a Florida-licensed Professional Engineer (Hermes F. Norero, PE No. 73778) and prepared to meet stringent Florida building code requirements for high-velocity hurricane zones, ensuring structural integrity and performance under extreme environmental conditions.
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TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
1 INSTALLATION & GENERAL NOTES
2 ELEVATIONS
VERTICAL SECTIONS
KAWNEER COMPANY, INC.
TRIFAB 451 ALUMINUM
STORE FRONT AND ENTRANCE WAY
(HVHZ)(NON-IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
· TAS 202-94
· ASTM E330-02
· ASTM E331-00
· AAMA 501-15
· ASTM E283-04
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X FRAMING 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. 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.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6
7. ALL STRUCTURAL MATERIALS & DISSIMILIAR METALS SHALL BE
PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS
REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT
FLORIDA BUILDING CODE AND REFERENCED DESIGN
SPECIFICATIONS.
8. GLASS SHALL MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 12 GLAZING DETAILS.
9. DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS
DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY.
10. ALLOWABLE CONFIGURATIONS: X (SINGLE DOOR) OR XX
(DOUBLE DOOR) WITH OR WITHOUT TRANSOMS.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF ±1/2 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.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
7. 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.
8. 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.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
D. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12
GA. WALL THICKNESS.
E. ALUMINUM - MINIMUM 1/8 INCH THICK 6063-T5 ALUMINUM.
SHEET:
DWG. #:
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REMARKS
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BY DATE
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
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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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
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ANCHOR LAYOUT
DESIGN PRESSURE TABLES
VERTICAL SECTIONS
HORIZONTAL SECTIONS
GLAZING DETAILS
HORIZONTAL SECTIONS
COMPONENTS
BILL OF MATERIALS & ASSEMBLY DETAILS
4 ELEVATIONS AND ANCHOR LAYOUT
COMPONENTS
5 DESIGN PRESSURE TABLES
INSTRUCTIONS:
STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENT BASED
ON WIND VELOCITY BLDG. HEIGHT, WIND ZONE USING
APPLICABLE ASCE 7 STANDARD.
STEP 2: SEE CHARTS ON SHEET 12 FOR DESIGN LOAD CAPACITY
OF DESIRED GLASS SIZE
STEP 3: CHECK MULLION CAPACITY FOR A GIVEN SPACING,
SINGLE SPAN AND ANCHOR LAYOUT ON SHEET 5-6
STEP 4: THE LOWEST VALUE RESULTING FROM STEP 2 AND 3
SHALL APPLY TO ENTIRE SYSTEM
HORIZONTAL SECTIONS
ELEVATION A
MAX. D.L.O.
WIDTH
MAX. D.L.O.
WIDTH
MAX. D.L.O
TRANSOM WIDTH SEE NOTE 1
MAX.
FRAME
HEIGHT
MAX.
D.L.O.
HEIGHT
NOTE 1:
1) 96" MAXIMUM TRANSOM WIDTH BASED ON PART
NUMBER 70.
2) 84" MAXIMUM TRANSOM WIDTH BASED ON PART
NUMBER 35.
3) OVERALL UNIT WIDTH= D.L.O. WIDTH + 2*FRAME
THICKNESS.
4) OVERALL UNIT HEIGHT= D.L.O HEIGHT+2*FRAME
THICKNESS.
CL CL
ELEVATION B
MAX.
FRAME
HEIGHT
MAX.
D.L.O.
HEIGHT
B
E
A
MAX. D.L.O.
WIDTH
D
A
C
SEE SHEET 4 FOR DOOR
DIMENSIONS
SEE SHEET 4 FOR DOOR
DIMENSIONS
MAX. D.L.O.
WIDTH
B
A
A
A
D
D
D
B
E
B
E
F
F
F
F
C
CL
FRAME WIDTH
1 1/2" OR 4 1/2"
FRAME WIDTH
1 1/2" OR 4 1/2"
FRAME WIDTH
1 1/2" OR 4 1/2"
MULLION FRAME
THICKNESS
1 1/2" OR 4 1/2"
FRAME THICKNESS
1 3/4" OR 4 1/2"
FRAME THICKNESS
1 3/4" OR 4 1/2"
FRAME THICKNESS
1 3/4" OR 4 1/2"
F
A
C
B
F
11 11
A
C
B
F
11 11
A
C
B
F
11 11
D E 11 11
D E 11 11
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DATE:
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HFN
REMARKS
TI
TL
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BY DATE
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
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B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
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ANCHORS LAYOUT
CL CL
SEE SHEET 4 FOR DOORS
ANCHOR LAYOUT
SEE ANCHOR
CLUSTER OPTIONS
FOR DETAILS AND
SPACING
SEE ANCHOR
CLUSTER OPTIONS
FOR DETAILS AND
SPACING
SEE ANCHOR
CLUSTER OPTIONS
FOR DETAILS AND
SPACING
MAX. DISTANCE
FROM CENTER 6"
MAX. DISTANCE
FROM CENTER 16"
MAX. ON CENTER
DISTANCE 16"
MAX. ON CENTER
DISTANCE 6"
ANCHORS CLUSTER AT MULLION
OPTION 3
2.00" 2.00"
2.00" CL
2.00" 2.00"
2.00"
2.00" 2.00"
2.00" 2.00"
CL
2.00" 2.00"
2.00" 2.00"
2.00"
CL
2.00" 2.00" 2.00"
ANCHORS CLUSTER AT MULLION
OPTION 2
ANCHORS CLUSTER AT MULLION
OPTION 1
ANCHOR SCHEDULE
ANCHOR
DESCRIPTION
SUBSTRATE
REQUIREMENTS
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE NOTES
#12 WOOD
SCREW
MIN. S.G.= 0.55
WOOD 1-1/2" 1" -
1/4" CONCRETE
SCREW
CONCRETE F'C=3000
PSI MIN. 1-1/4" 2-1/2"
ELCO ULTRACONS,
ITW RED-HEADS,
HILTI KWIK-CON II.
1/4" CONCRETE
SCREW
C-90 HOLLOW/FILLED
BLOCK AT JAMBS
F'M=2000 PSI MIN.
1-3/4" 2-1/2"
ELCO ULTRACONS,
ITW RED-HEADS,
HILTI KWIK-CON II.
1/4" DIA.
SELF-DRILLING
SCREWS (GRADE
5)
STEEL: 12 GA. MIN.,
Fy=36KSI MIN.
ALUM: 1/8" MIN,
6063-T5 MIN
3 THREADS
PENETRATION
BEYOND METAL
STRUCTURE
3/4"
STEEL IN CONTACT WITH
ALUM. TO BE PLATED
OR PAINTED
ANCHOR LOCATED
AT MID-SPAN OF
CONFIGURATION
ANCHORS LAYOUT
DOOR MULLION
4.50" 4.50"
4.50" 4.50"
5.00"
SEE TABLE BELOW FOR
ANCHOR REQUIREMENTS
AT DOOR MULLION
SEE ANCHOR SCHEDULE
TABLE FOR DETAILS
APPROVED ANCHOR
MULLION AT DOOR ANCHOR SCHEDULE
ANCHOR
DESCRIPTION
SUBSTRATE
REQUIREMENTS
MIN.
EMBEDMENT MIN. SPACING NOTES
3/8" CONCRETE
SCREW
CONCRETE F'C=3000
PSI MIN. 2 1/4" 4 1/2"
SIMPSON POWER-BOLTS,
ITW TRUBOLT WEDGE,
HILTI KWIK-CON 3.
DOOR FRAME
FIXED UNIT FRAME
MIN. 5.00"
SEE DOOR MULLION
DIAGRAM AND TABLE
BELOW FOR ANCHOR
DETIALS
SHEET:
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SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
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2/
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A M s:
\p ro je ct s\ ka w ne er c om pa ny
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FL #:
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B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
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AB
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ST
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(H
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ELEVATIONS
DOUBLE DOOR
(STANDARD STILE)
MAX. DOOR WITH 96"
ANCHOR LAYOUT
DOUBLE DOOR
( STANDARD/NARROW STILES)
MAX.
FRAME
HEIGHT
97.50"
MAX.
D.L.O.
36.50"
MAX. PANEL
WIDTH 48"
MAX. D.L.O.
WIDTH 41"
B
C
A
D
MAX. O.C.
DISTANCE 16"
MAX. DISTANCE
FROM CENTER 6"
MAX. ON CENTER
DISTANCE 16"
MAX. ON CENTER
DISTANCE 6"
MAX.
LEAF
HEIGHT
97.50"
MAX.
D.L.O.
83.69"
MAX. LEAF
WIDTH 48"
MAX. D.L.O.
WIDTH 41"
ELEVATIONS
SINGLE DOOR
ELEVATIONS
SINGLE DOOR
(STANDARD/NARROW STILE)
MAX. DISTANCE
FROM CENTER 16"
MAX. ON CENTER
DISTANCE 16.00"
MAX. ON CENTER
DISTANCE 6"
MAX. DISTANCE
FROM CENTER 6"
2.00" 2.00" 2.00" 2.00"
SEE SHEET 3 FOR
ANCHOR DETAILS
SEE SHEET 3 FOR
ANCHOR DETAILS
A
D
A
D
C
ELEVATIONS
DOUBLE DOOR
(NARROW STILE)
MAX. DOOR WITH 76"
MAX.
FRAME
HEIGHT
85.06" MAX.
D.L.O.
74.89"
MAX. PANEL
WIDTH 36"
MAX. D.L.O.
WIDTH 30.69"
E
F
D
E
B
ELEVATIONS
DOUBLE DOOR
(NARROW STILE)
MAX. DOOR
WITH 40"
MAX.
FRAME
HEIGHT
85.06" MAX.
D.L.O.
74.89"
MAX. D.L.O.
WIDTH 30.69"
B
C
NOTE:
CROSS RAILS APPROVED TO USE ON
STANDARD/NARROW STILES & SINGLE
AND DOUBLE DOORS
C
MAX.
D.L.O.
83.91"
NOTE:
CROSS RAILS APPROVED TO USE ON
STANDARD/NARROW STILES & SINGLE
AND DOUBLE DOORS
SHEET:
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SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
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FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
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IN
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ST
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FR
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MULLION A
FIXED UNITS WITHOUT REINFORCEMENTS
"W"
TRIBUTARY
WIDTH (IN)
"L"
MULLION
LENGTH (IN)
ALLOWABLE PRESSURE
OPTION 1 OPTION 2 OPTION 3
86.0
65 65 65 34 65 65 65 36 65 65 65 38 62 65 65 40 60 65 65 42 58 62 62 44 56 60 60 46 55 58 58 48 53 56 56 50 52 54 54 52 51 53 53 54 50 51 51 56 49 50 50
80.0
65 65 65 34 65 65 65 36 65 65 65 38 65 65 65 40 65 65 65 42 64 65 65 44 62 65 65 46 60 65 63 48 59 64 62 50 58 62 60 52 56 61 59 54 55 60 57 56 54 59 56
74.0
65 65 65 34 65 65 65 36 65 65 65 38 65 65 65 40 65 65 65 42 65 65 65 44 65 65 65 46 65 65 65 48 65 65 65 50 65 65 65 52 63 65 65 54 62 65 65 56 61 65 65
68.0
65 65 65 34 65 65 65 36 65 65 65 38 65 65 65 40 65 65 65 42 65 65 65 44 65 65 65 46 65 65 65 48 65 65 65 50 65 65 65 52 65 65 65 54 65 65 65 56 65 65 65
MULLION B
FIXED UNITS WITH STEEL REINFORCEMENTS
"W"
TRIBUTARY
WIDTH (IN)
"L"
MULLION
LENGTH (IN)
ALLOWABLE PRESSURE
OPTION 1 OPTION 2 OPTION 3
123.5
44 65 65 36 42 62 62 38 40 60 60 40 38 57 57 42 37 55 55 44 35 53 53 46 34 51 51 48 33 50 50 50 32 48 48 52 31 47 47 54 30 45 45 56 29 44 44 58 29 43 43
120.0
45 65 65 36 43 65 65 38 41 62 65 40 40 59 65 42 38 57 65 44 37 55 65 46 35 53 65 48 34 52 65 50 33 50 65 52 32 49 65 54 32 47 63 56 31 46 61 58 30 45 60
112.0
49 65 65 36 47 65 65 38 45 65 65 40 43 65 65 42 41 62 65 44 40 60 65 46 39 58 65 48 38 56 65 50 36 55 65 52 35 53 65 54 35 52 65 56 34 51 65 58 33 49 65
104.0
54 65 65 36 51 65 65 38 49 65 65 40 47 65 65 42 45 65 65 44 44 65 65 46 43 64 65 48 41 62 65 50 40 60 65 52 39 59 65 54 38 57 65 56 37 56 65 58 36 55 65
MULLION B
FIXED UNITS WITH STEEL REINFORCEMENTS
"W"
TRIBUTARY
WIDTH (IN)
"L"
MULLION
LENGTH (IN)
ALLOWABLE PRESSURE
OPTION 1 OPTION 2 OPTION 3
96.0
59 65 65 36 56 65 65 38 54 65 65 40 52 65 65 42 50 65 65 44 49 65 65 46 47 65 65 48 46 65 65 50 45 65 65 52 44 65 65 54 43 64 64 56 42 62 62 58 41 61 61
88.0
65 65 65 36 63 65 65 38 60 65 65 40 58 65 65 42 56 65 65 44 55 65 65 46 53 65 65 48 52 65 65 50 50 65 65 52 49 65 65 54 48 65 65 56 47 65 65 58 46 65 65
80.0
65 65 65 36 65 65 65 38 65 65 65 40 65 65 65 42 64 65 65 44 62 65 65 46 60 65 65 48 59 65 65 50 58 65 65 52 56 65 65 54 55 65 65 56 54 65 65 58 54 65 65
72.0
65 65 65 36 65 65 65 38 65 65 65 40 65 65 65 42 65 65 65 44 65 65 65 46 65 65 65 48 65 65 65 50 65 65 65 52 65 65 65 54 65 65 65 56 64 65 65 58 64 65 65
MULLION A
FIXED UNIT MULLION
MULLION B
FIXED UNIT MULLION
NOTES:
· LOAD FOR OPTION 1,2 AND 3 ARE BASED ON ANCHOR
CLUSTER DESCRIBED ON SHEET 2. REFER TO SHEET 2
FOR ANCHOR DETAILS AND SPACING.
· IF MULTIPLE COMBINATIONS OF ANCHOR CLUSTER
ARE USED, THE LESSER OF THE DESIGN PRESSURE WILL
CONTROL THE CONFIGURATION.
SHEET:
DI
N G
DR
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, I
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E.
D
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B
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B
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OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
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FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
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LU
M
IN
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ST
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(H
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MULLION D
DOOR JAMBS WITH STEEL REINFORCEMENTS(I)
"W"
TRIBUTARY
WIDTH (IN)
"L"
MULLION
LENGTH (IN)
ALLOWABLE PRESSURE
OPTION 1 OPTION 2 OPTION 3
98.0
58 65 65 38 53 65 65 42 49 65 65 46 46 65 65 50 43 65 65 54 41 62 62 58 40 59 59 62 38 57 57 66 37 55 55 70 36 54 54 74 35 53 53 78 34 52 52 82 34 51 51
92.0
62 65 65 38 57 65 65 42 53 65 65 46 50 65 65 50 47 65 65 54 45 65 65 58 43 65 65 62 42 63 65 66 41 61 65 70 40 60 65 74 39 58 65 78 38 57 65 82 38 57 65
86.0
65 65 65 38 62 65 65 42 58 65 65 46 55 65 65 50 52 65 65 54 50 65 65 58 48 65 65 62 46 65 65 66 45 65 65 70 44 65 65 74 44 65 65 78 43 65 65 82 43 64 65
80.0
65 65 65 38 65 65 65 42 64 65 65 46 60 65 65 50 58 65 65 54 55 65 65 58 54 65 65 62 52 65 65 66 51 65 65 70 50 65 65 74 50 65 65 78 50 65 65 82 50 65 65
74.0
65 65 65 38 65 65 65 42 65 65 65 46 65 65 65 50 65 65 65 54 62 65 65 58 61 65 65 62 59 65 65 66 59 65 65 70 58 65 65 74 58 65 65 78 58 65 65 82 58 65 65
MULLION E
DOOR JAMBS WITH STEEL REINFORCEMENTS(II)
"W"
TRIBUTARY
WIDTH (IN)
"L"
MULLION
LENGTH (IN)
ALLOWABLE PRESSURE
OPTION 1 OPTION 2 OPTION 3
123.5
44 65 65 38 40 60 60 42 37 55 55 46 34 51 51 50 32 48 48 54 30 45 45 58 29 43 43 62 27 41 41 66 26 40 40 70 25 38 38 74 25 37 37 78 24 36 36 82 23 35 35
120.0
45 65 65 38 41 62 65 42 38 57 65 46 35 53 65 50 33 50 65 54 32 47 63 58 30 45 60 62 29 43 57 66 28 41 55 70 27 40 53 74 26 39 52 78 25 38 50 82 24 37 49
112.0
49 65 65 38 45 65 65 42 41 62 65 46 39 58 65 50 36 55 65 54 35 52 65 58 33 49 65 62 32 47 63 66 30 46 61 70 29 44 59 74 29 43 57 78 28 42 56 82 27 41 54
104.0
54 65 65 38 49 65 65 42 45 65 65 46 43 64 65 50 40 60 65 54 38 57 65 58 36 55 65 62 35 52 65 66 34 51 65 70 33 49 65 74 32 48 64 78 31 47 62 82 31 46 61
MULLION E
FIXED UNITS WITH STEEL REINFORCEMENTS(II)
"W"
TRIBUTARY
WIDTH (IN)
"L"
MULLION
LENGTH (IN)
ALLOWABLE PRESSURE
OPTION 1 OPTION 2 OPTION 3
96.0
59 65 65 38 54 65 65 42 50 65 65 46 47 65 65 50 45 65 65 54 43 64 64 58 41 61 61 62 39 59 59 66 38 57 57 70 37 56 56 74 36 54 54 78 36 53 53 82 35 53 53
88.0
65 65 65 38 60 65 65 42 56 65 65 46 53 65 65 50 50 65 65 54 48 65 65 58 46 65 65 62 45 65 65 66 44 65 65 70 43 64 64 74 42 63 63 78 41 62 62 82 41 62 62
80.0
65 65 65 38 65 65 65 42 64 65 65 46 60 65 65 50 58 65 65 54 55 65 65 58 54 65 65 62 52 65 65 66 51 65 65 70 50 65 65 74 50 65 65 78 50 65 65 82 50 65 65
72.0
65 65 65 38 65 65 65 42 65 65 65 46 65 65 65 50 65 65 65 54 65 65 65 58 64 65 65 62 62 65 65 66 62 65 65 70 61 65 65 74 61 65 65 78 61 65 65 82 61 65 65
MULLION D
DOOR TO JAMB MULLION
MULLION F
DOOR TO JAMB MULLION
NOTES:
· LOAD FOR OPTION 1,2 AND 3 ARE BASED ON ANCHOR
CLUSTER DESCRIBED ON SHEET 2. REFER TO SHEET 2
FOR ANCHOR DETAILS AND SPACING.
· IF MULTIPLE COMBINATIONS OF ANCHOR CLUSTER
ARE USED, THE LESSER OF THE DESIGN PRESSURE WILL
CONTROL THE CONFIGURATION.
SHEET:
DI
N G
DR
O
PS
, I
N C.
E.
D
AN
IA
B
EA
CH
B
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D.
, S
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: w w w .b ui ld in gd ro ps
.c om
OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
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(v er sio n
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\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
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FR
O
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(H
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7 EXISTING METAL STRUCTURE
VERTICAL SECTION
FIXED UNIT HEAD
A
7 MAXIMUM SPAN 52 1/2"
VERTICAL SECTION
HORIZONTAL MULLION
B
1/4" MAX.
SHIM SPACE
CONCRETE/MASONRY
BY OTHERS
CONCRETE/CMU INSTALLATION
SCREW. SEE SHEET 3 FOR DETIALS
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
MIN.
EMBEDMENT
SEE SHEET 3
MIN. 6063-T5 ALUMINUM
MULLION OR CURTAINWALL
FRAME UNDER SEPARATE
APPROVAL
PERIMETER SEALANT
BY OTHERS
1/4" MAX.
SHIM SPACE
3 THREADS OF MIN.
PENETRATION BEYOND
ALUMINUM STRUCTURE
METAL INSTALLATION ANCHOR
SEE SHEET 3 FOR DETAILS
SEE GLAZING
DETAILS
SHEET 12
INTERIOREXTERIOR
7 SILL - CONCRETE/MASONRY
VERTICAL SECTION
FIXED UNIT SILL OPTION 2
F
INTERIOREXTERIOR
MAX. UNIT
D.L.O. HEIGHT
PERIMETER
SEALANT
BY OTHERS
MAX. UNIT
D.L.O. HEIGHT
MAX. UNIT
D.L.O. HEIGHT
MAX. UNIT
D.L.O. HEIGHT
7 2X WOOD FRAME
VERTICAL SECTION
FIXED UNIT SILL OPTION 1
D
MAX. UNIT
D.L.O. HEIGHT
MAX.UNIT
D.L.O. HEIGHT
VERTICAL SECTION
HORIZONTAL MULLION
E
MAX. UNIT
D.L.O. HEIGHT
MAX
FRAME
HEIGHT
SEE GLAZING
DETAILS D
SHEET 11
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
MAX.UNIT
D.L.O. HEIGHT
MAX. UNIT
D.L.O. HEIGHT
1/4" MAX.
SHIM SPACE
MIN.
EMBEDMENT
SEE SHEET 3
7 TRANSOM HEAD
VERTICAL SECTION
HEAD - CONCRETE/MASONRY
C
INTERIOREXTERIOR
1/4" MAX.
SHIM SPACE
MIN.
EMBEDMENT
SEE SHEET 3
MIN. EDGE DISTANCE
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
CONCRETE/MASONRY
BY OTHERS
MAX. D.L.O.
HEIGHT
MAX.
DOOR
HEIGHT
SEE GLAZING
DETAILS
SHEET 12
CONCRETE/CMU ANCHOR
SEE SHEET 3 FOR DETAILS
2X WOOD FRAME
BY OTHERS
PERIMETER
SEALANT
BY OTHERS
WOOD INSTALLATION SCREW
SEE SHEET 3 FOR DETAILS MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
INTERIOREXTERIOR
INTERIOREXTERIOR
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
45 46
SHEET:
DI
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, I
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: w w w .b ui ld in gd ro ps
.c om
OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
- c od e ch an ge fb c su bm itt al fb c
(v er sio n
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\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
N T
E
N
TR
AN
CE
W
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(H
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PA
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FI
XE
D U
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S
VE
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IC
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S
EC
TI
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8 SILL - CONCRETE/MASONRY
VERTICAL SECTION
WIDE DOOR RAIL
D
CONCRETE/MASONRY
BY OTHERS
CONCRETE OR CMU INSTALLATION
SCREW.SEE SHEET 3 FOR DETAILS.
MIN. EDGE
DISTANCE. SEE
SHEET 3 FOR DETAILS
MIN.
EMBEDMENT
SEE SHEET 3
FOR DETAILS
8 DOOR HEAD AND TRANSOM
VERTICAL SECTION
HORIZONTAL MULLION
F
8 HEAD - CONCRETE/MASONRY
VERTICAL SECTION
WIDE DOOR RAIL
A
INTERIOREXTERIOR
1/4" MAX.
SHIM SPACE
CONCRETE/CMU INSTALLATION
SCREW. SEE SHEET 3 FOR DETAILS
1X WOOD BUCK
OPTIONAL BY OTHERS
VERTICAL SECTION
MID-RAILS
C
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
CONCRETE/MASONRY
BY OTHERS
MAX.
DOOR
PANEL
HEIGHT
MAX. D.L.O.
HEIGHT
29 7
14 13
INTERIOR
EXTERIOR
15 4 PER
CLIP
MAX.
DOOR
HEIGHT
MAX
DOOR
HEIGHT
MAX. UNIT
D.L.O. HEIGHT
MAX
DOOR
PANEL
HEIGHT
SEE GLAZING
DETAIL
SHEET 12
15 4 PER
CLIP
SEE GLAZING
DETAIL
SHEET 12
SEE GLAZING
DETAIL
SHEET 11
MAX.
DOOR
PANEL
HEIGHT
MAX. D.L.O.
HEIGHT
MAX.
ASSEMBLY
HEIGHT
MAX. D.L.O.
HEIGHT
MAX.
TRANSOM
PANEL
HEIGHT
MAX. D.L.O.
HEIGHT
MAX.
ASSEMBLY
HEIGHT
MAX. D.L.O.
HEIGHT
SEE GLAZING
DETAIL
SHEET 11
INTERIOR
EXTERIOR
8 HEAD - CONCRETE/MASONRY
VERTICAL SECTION
NARROW DOOR RAIL
B
INTERIOREXTERIOR
1/4" MAX.
SHIM SPACE39
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
MAX.
DOOR
PANEL
HEIGHT
MAX. D.L.O.
HEIGHT
MAX.
DOOR
HEIGHT
SEE GLAZING
DETAIL
SHEET 12
8 SILL - CONCRETE/MASONRY
VERTICAL SECTION
NARROW DOOR RAIL
E
CONCRETE/MASONRY
BY OTHERS
MIN. EDGE
DISTANCE. SEE
SHEET 3 FOR DETAILS
MIN.EMBEDMENT
SEE SHEET 3
FOR DETAILS
14 13
INTERIOR
EXTERIOR
MAX
DOOR
HEIGHT
MAX. UNIT
D.L.O. HEIGHT
MAX
DOOR
PANEL
HEIGHT
SEE GLAZING
DETAIL
SHEET 12
29 7
MIN.
EMBEDMENT
SEE SHEET 3
MIN.
EMBEDMENT
SEE SHEET 3
154 PER
CLIP
WOOD INSTALLATION SCREW. SEE
SHEET 3 FOR DETAILSMIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
CONCRETE OR CMU INSTALLATION
SCREW.SEE SHEET 3 FOR DETAILS.
EXTERIOR FINISH
BY OTHER
4 11/16" SILL
SEE GLAZING
DETAIL
SHEET 12
SEE GLAZING
DETAIL
SHEET 12
INTERIOREXTERIOR
SHEET:
DI
N G
DR
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, I
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OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
- c od e ch an ge fb c su bm itt al fb c
(v er sio n
7) c od e ch an ge fo r k aw ne er
\f l7
7\ dw gs
\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
N T
E
N
TR
AN
CE
W
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(H
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O N
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PA
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DO
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VE
RT
IC
AL
S
EC
TI
O
CONCRETE/MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
1X WOOD BUCK
BY OTHERS (OPTIONAL)
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
1/4" MAX.
SHIM SPACE
MIN. EMBEDMENT
SEE SHEET 3 FOR DETAILS
EXISTING METAL
STRUCTURE BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
SHEATHING
BY OTHERS
CONCRETE/CMU INSTALLATION
SCREW. SEE SHEET 3 FOR DETAILS
SELF-TAPPING
INSTALLATION SCREW.
SEE SHEET 3 FOR DETAILS
3 THREADS OF MIN.
PENETRATION BEYOND
STEEL STRUCTURE
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
INTERIOR
MIN. EDGE
DISTANCE
SEE SHEET 3
FOR DETAILS
HORIZONTAL SECTION
JAMB - CONCRETE/MASONRY
A
9 EXISTING METAL STRUCTURE
HORIZONTAL SECTION
FIXED UNIT JAMB
C
O.A.
DOOR
WIDTH
O.A.
DOOR
WIDTH
1/4" MAX.
SHIM SPACE
37 52
2 20
HORIZONTAL SECTION
DOOR ASTRAGAL
B
INTERIOR
INTERIOR
O.A.
DOOR
WIDTH
SEE GLAZING
OPTIONS
SHEET 14&15
2822 41
2X WOOD FRAME
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
1/4" MAX.
SHIM SPACE
MIN. EMBEDMENT
SEE SHEET 3 FOR DETAILS
EXISTING METAL
STRUCTURE
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
SHEATHING
BY OTHERS WOOD INSTALLATION ANCHOR.
SEE SHEET 3 FOR DETAILS
SELF-TAPPING
INSTALLATION SCREW.
SEE SHEET 3 FOR DETAILS
3 THREADS OF MIN.
PENETRATION BEYOND
STEEL STRUCTURE
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
INTERIOR
MIN. EDGE
DISTANCE
SEE SHEET 3
FOR DETAILS
9 NARROW STILE
HORIZONTAL SECTION
JAMB - 2X WOOD FRAME
D
9 NARROW STILE
HORIZONTAL SECTION
JAMB-EXISTING METAL STRUCTURE
F
O.A.
DOOR
WIDTH
O.A.
DOOR
WIDTH
1/4" MAX.
SHIM SPACE
37 52
2 20
9 NARROW STILE
HORIZONTAL SECTION
DOOR ASTRAGAL
E
INTERIOR
INTERIOR
O.A.
DOOR
WIDTH
SEE GLAZING
DETAILS SHEET 12
28 181619
SEE GLAZING
DETAILS SHEET 12
SEE GLAZING
DETAIL
SHEET 12
EXTERIOR
O.A.
DOOR
WIDTH
EXTERIOR
SEE GLAZING
DETAILS
SHEET 12
MAX.
D.L.O.
WIDTH
O.A.
PANEL
WIDTH
MAX.
PANEL
WIDTH
MAX.
D.L.O.
WIDTH
EXTERIOR
MAX.
D.L.O.
WIDTH
MAX.
D.L.O.
WIDTH
MAX.
PANEL
WIDTH
EXTERIOR EXTERIOR EXTERIOR
MAX.
D.L.O.
WIDTH
MAX.
PANEL
WIDTH
O.A.
PANEL
WIDTH
MAX.
PANEL
WIDTH
MAX.
D.L.O.
WIDTH
MAX.
D.L.O.
WIDTH
MAX.
D.L.O.
WIDTH
SHEET:
DI
N G
DR
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PS
, I
N C.
E.
D
AN
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B
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, S
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(9
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: w w w .b ui ld in gd ro ps
.c om
OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
- c od e ch an ge fb c su bm itt al fb c
(v er sio n
7) c od e ch an ge fo r k aw ne er
\f l7
7\ dw gs
\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
N T
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TR
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CE
W
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(H
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PA
CT
DO
O
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HO
RI
ZO
N
TA
L
SE
CT
IO
PERIMETER SEALANT
BY OTHERS
WOOD SCREW
INSTALLATION ANCHOR
SEE SHEET 3 FOR DETAILS
MIN. EMBEDMENT
SEE SHEET 3 FOR DETAILS
2X WOOD FRAME
BY OTHERS
SHEATHING BY
OTHERS
EXTERIOR FINISH
BY OTHERS
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
PERIMETER SEALANT
BY OTHERS
SELF-TAPPING
INSTALLATION SCREW.
SEE SHEET 3 FOR DETAILS
3 THREADS OF MIN.
PENETRATION
MIN. EDGE DISTANCE
SEE SHEET 3
FOR DETAILSEXTERIOR
INTERIOR
10 2XWOOD FRAME
HORIZONTAL SECTION
FIXED UNIT JAMB OPTION 2
A
10 EXISTING METAL STRUCTURE
HORIZONTAL SECTION
TRANSOM JAMB
B
O.A.
DOOR
WIDTH
O.A.
DOOR
WIDTH
1/4" MAX.
SHIM SPACE
1/4" MAX.
SHIM SPACE
EXISTING METAL STRUCTURE
MAX.
D.L.O.
WIDTH
EXTERIOR
INTERIOR
SEE GLAZING
DETAILS
SHEET 1231
MIN. 18 GA.
STEEL STUD
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
SHEATHING
BY OTHERS
SELF-TAPPING
INSTALLATION
SCREW. SEE SHEET 3
FOR DETAILS
3 THREADS OF MIN.
PENETRATION
MIN. EDGE DISTANCE
SEE SHEET 3
FOR DETAILS
10 EXISTING METAL STRUCTURE
HORIZONTAL SECTION
FIXED UNIT JAMB
C
O.A.
DOOR
WIDTH
1/4" MAX.
SHIM SPACE
EXTERIOR
INTERIOR
37**
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
2X WOOD FRAME
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
1/4" MAX.
SHIM SPACE
MIN. EMBEDMENT
SEE SHEET 3 FOR DETAILS
WOOD INSTALLATION ANCHOR.
SEE SHEET 3 FOR DETAILS
EXTERIOR
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
INTERIOR
10 JAMB - 2X WOOD FRAME
HORIZONTAL SECTION
LOCK TO JAMB
D
O.A.
DOOR
WIDTH
37 52
2 18
SEE GLAZING
DETAIL
SHEET 12
CONCRETE/MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
1X WOOD BUCK
BY OTHERS (OPTIONAL)
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
1/4" MAX.
SHIM SPACE
MIN. EMBEDMENT
SEE SHEET 3 FOR DETAILS
CONCRETE/CMU INSTALLATION
SCREW. SEE SHEET 3 FOR DETAILS
MIN. EDGE DISTANCE
SEE SHEET 3 FOR DETAILS
INTERIOR
10 JAMB - CONCRETE/MASONRY
HORIZONTAL SECTION
LOCK TO JAMB
E
O.A.
DOOR
WIDTH
37 52
2 21
SEE GLAZING
DETAIL
SHEET 12
MAX.
D.L.O.
WIDTH
MAX.
PANEL
WIDTH
EXTERIOR
MAX.
D.L.O.
WIDTH
MAX.
PANEL
WIDTH
MAX.
D.L.O.
WIDTH
SHEET:
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SCALE: NTS
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DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
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FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
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11 FIXED UNITS
HORIZONTAL SECTION
MULLION (B) WITH SINGLE REINFORCEMENT
B
2 20
11 FIXED UNIT
HORIZONTAL SECTION
MULLION (A) WITHOUT REINFORCEMENTS
A
54 55
11 FIXED UNITS
HORIZONTAL SECTION
MULLION (C) WITH DOUBLE REINFORCEMENTS
C
11 DOOR JAMB AND FIXED WINDOW
HORIZONTAL SECTION
MULLION (D) SINGLE REINFORCEMENT
D
11 FIXED UNITS
HORIZONTAL SECTION
4 1/2" WIDE MULLION (F) WITH REINFORCEMENT
F
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
11 DOOR JAMB AND FIXED WINDOW
HORIZONTAL SECTION
MULLION (E) SINGLE REINFORCEMENT
E
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
SEE GLAZING
DETAILS
SHEET 12
3.500" 1.750"
3.500" 1.750"
1.750"1.750"1.750"
4.500"
SEE GLAZING
DETAILS
SHEET 12
MULLION NOTES:
1. SEE TABLES ON SHEET 5-6 FOR
MULLION A,B,D AND E DESIGN
PRESSURES.
2. DESIGN PRESSURE FOR MULLION (C)
AND (F) WILL BASED ON THOSE FOR
MULLION (B). SEE SHEET 5 FOR DP OF
MULLION (B)
3. STANDARD DOOR STILE SHOWN.
NARROW DOOR STILES ARE APPROVED.
SHEET:
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OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
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FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
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1/4" TEMPERED GLASS
GLAZING DETAIL A
DOUBLE/SINGLE DOOR
GLAZING DETAIL B
STOREFRONT
GLAZING DETAIL C
STOREFRONT
GLAZING DETAIL D
STOREFRONT
GLAZING DETAIL E
STOREFRONT
GLAZING DETAIL F
STOREFRONT
5/16"
GLASS BITE
3/8"
GLASS BITE
3/8"
GLASS BITE
SETTING
BLOCK
SETTING
BLOCK
GLAZING NOTES:
1. GLASS TYPE AND THICKNESS SHALL COMPLY WITH ASTM E1300
REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING
REQUIREMENTS PER THE FBC. THICKNESS, 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. MAY NOT EXCEED MAX DIMENSIONS SHOWN ON ELEVATIONS
SETTING
BLOCK
1" INSULATED GLASS CONSISTING OF:
1/4" ANNEALED GLASS
1/2" AIR SPACE
1/4" ANNEALED GLASS
OR
1/4" TEMPERED GLASS
1/2" AIR SPACE
1/4" TEMPERED GLASS
3/8"
GLASS BITE
SETTING
BLOCK
SETTING
BLOCK
3/8"
GLASS BITE
3/8"
GLASS BITE
1" INSULATED GLASS CONSISTING OF:
1/4" ANNEALED GLASS
1/2" AIR SPACE
1/4" ANNEALED GLASS
OR
1/4" TEMPERED GLASS
1/2" AIR SPACE
1/4" TEMPERED GLASS
1" INSULATED GLASS CONSISTING OF:
1/4" ANNEALED GLASS
1/2" AIR SPACE
1/4" ANNEALED GLASS
OR
1/4" TEMPERED GLASS
1/2" AIR SPACE
1/4" TEMPERED GLASS
1" INSULATED GLASS CONSISTING OF:
1/4" ANNEALED GLASS
1/2" AIR SPACE
1/4" ANNEALED GLASS
OR
1/4" TEMPERED GLASS
1/2" AIR SPACE
1/4" TEMPERED GLASS
1" INSULATED GLASS CONSISTING OF:
1/4" ANNEALED GLASS
1/2" AIR SPACE
1/4" ANNEALED GLASS
OR
1/4" TEMPERED GLASS
1/2" AIR SPACE
1/4" TEMPERED GLASS
GLASS LOAD CAPACITY (PSF)
D.L.O.
WIDTH
(IN)
D.L.O.
HEIGHT
(IN)
GLASS LOAD CAPACITY FOR
STOREFRONT
65 - 61 - 57 - 53 65.0 49 65.0 45 65.0
65 - 61 - 57 60.4 53 65.0 49 65.0 45 65.0
50.7 65 53.0 61 56.5 57 60.4 53 65.0 49 65.0 45 65.0
50.7 65 53.0 61 56.5 57 60.4 53 65.0 49 65.0 45 65.0
50.7 65 53.0 61 56.5 57 60.4 53 65.0 49 65.0 45 65.0
SHEET:
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(9
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W
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: w w w .b ui ld in gd ro ps
.c om
OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
- c od e ch an ge fb c su bm itt al fb c
(v er sio n
7) c od e ch an ge fo r k aw ne er
\f l7
7\ dw gs
\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
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E
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TR
AN
CE
W
AY
(H
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-IM
PA
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GL
AZ
IN
G
DE
TA
BILL OF MATERIAL
ID
NO.
PART
NO. DESCRIPTION DIMENSIONS MATERIAL
1 027-074 STANDARD PUSH ON GASKET 0.493 x 0.591 EPDM
2 027-078 BULB WEATHERING 0.125 SPACE ALCRYN
3 027-302 SETTING BLOCK 0.250 x 0.500 x 4.125 EPT 4 027-366 SETTING BLOCK 0.437 x 0.500 x 4.125 NEO/EPDM 5 027-555 DOOR SETTING BLOCK 0.250 x 0.375 x 3.000 EPDM 6 027-563 DOOR WEATHERING 0.813 x 0.813 x 4.125 EPDM 7 028-315 BOTTOM RAIL SWEEP ATTACHMENT SCREW #6 x 3/8" FHTFS 400 SERIES STAINLESS STEEL 8 028-336 ATTACHMENT SCREW (SAM II DOOR STOP) #10 x 1 5/8" FHTFS 300 SERIES STAINLESS STEEL 9 028-400 SHEAR BLOCK TO JAMB ATTACHMENT SCREW #10 x 1 9/32" P.H. 430 SERIES STAINLESS STEEL
10 028-845 THRESHOLD CLIP ATTACHMENT SCREW #12-24 x 3/8" FHMS ZINC PLATED CARBON STEEL 11 033-105 PANELINE CR90 EXIT DEVICE 7.125 x 1.188 x 0.094 6063-T6 ALUMINUM 12 041-045 SAM II DOOR STOP 1.062 x 2.000 x 0.062 6063-T6 ALUMINUM 13 049-896 TRIFAB THRESHOLD/JAMB CLIP 1.312 x 1.688 x 1.500 1010-1020 H.R. STEEL 14 069-139 THRESHOLD 0.500 x 4.000 x 0.125 6063-T6 ALUMINUM 15 128-345 HEADER TO SHEAR BLOCK ATTACHMENT SCREW #10 x 9/16" FHTFS (6) 430 SERIES STAINLESS STEEL 16 128-439 ADJUSTABLE ASTRAGAL ATTACHMENT SCREW #6 x 11/16" FH ZINC PLATED CARBON STEEL 17 200-002 BEVELED DOOR STILE "190" 2.125 x 1.75 x 0.125 6063-T6 ALUMINUM 18 200-003 ACTIVE DOOR MEETING STILE "190" 2.125 x 1.75 x 0.125 6063-T6 ALUMINUM 19 200-004 INACTIVE DOOR MEETING STILE "190" 2.188 x 1.75 x 0.125 6063-T6 ALUMINUM 20 200-005 BEVELED DOOR STILE "350" 3.500 x 1.750 x 0.125 6063-T6 ALUMINUM 21 200-006 ACTIVE DOOR MEETING STILE "350" 3.500 x 1.750 x 0.125 6063-T6 ALUMINUM 22 200-007 INACTIVE DOOR MEETING STILE "350" 3.562 x 1.750 x 0.125 6063-T6 ALUMINUM 23 200-020 DOOR TOP RAIL "190" 2.250 x 1.724 x 0.125 6063-T6 ALUMINUM 24 200-023 DOOR TOP RAIL "350" 4.000 x 1.724 x 0.125 6063-T6 ALUMINUM 25 200-030 DOOR BOTTOM RAIL "190" 3.875 x 1.724 x 0.125 6063-T6 ALUMINUM 26 200-034 DOOR BOTTOM RAIL "350" 7.500 x 1.724 x 0.125 6063-T6 ALUMINUM 27 200-041 DOOR GLASS STOP 0.886 x 0.500 x 0.058 6063-T6 ALUMINUM 28 200-496 ADJUSTABLE ASTRAGAL WEATHERING ASSY. 0.687 x 0.500 VARIED
29 200-795 DOOR BOTTOM RAIL WEATHER SWEEP ASSY. N/A VARIED
30 233-013 DOOR CROSS RAIL 8.250 x 1.724 x 0.125 6063-T6 ALUMINUM 31 450-017 90° CORNER HALF 4.406 x 4.500 x 0.094 6063-T6 ALUMINUM 32 450-022 GLASS STOP - TRANSOM 1.063 x 0.665 x 0.050 6063-T6 ALUMINUM 33 450-027 HIGH SIDELITE BASE 2.031 x 4.452 x 0.090 6063-T6 ALUMINUM 34 450-033 POCKET INSERT 1.625 x 0.925 x 0.050 6063-T6 ALUMINUM 35 450-079 TUBULAR TRANSOM BAR 1.750 x 4.452 x 0.125 6063-T6 ALUMINUM 36 450-110 STEEL REINFORCEMENT 4.125 x 0.937 50 KSI STEEL 37 450-126 FLAT FILLER SHIM SUPPORT 3.590 x 0.080 6063-T6 ALUMINUM 38 450-502 S/A T-BAR/HEADER W/WEATHERING 1.750 x 4.452 x 0.125 6063-T6 ALUMINUM 39 450-506 S/A T-BAR CLIP PACKAGE 1.250 x 3.000 6063-T6 ALUMINUM
40 450-548 SA.HEADER/T-BAR OFFSET PIVOT SH.BLK.COC
PACKAGE 1.484 x 4.150 x 0.109 6063-T6 ALUMINUM
41 200-012 CONTINUOUS HINGE DOOR STILE 3.250 x 1.750 x 0.125 6063-T6 ALUMINUM 42 450-CG-001 MULLION/SILL/JAMB 4.500 x 1.750 x 0.080 6063-T6 ALUMINUM 43 450-CG-002 POCKET FILLER 3.590 x 0.080 6063-T6 ALUMINUM 44 450-CG-003 OPEN BACK HORIZONTAL 4.452 x 1.750 x 0.080 6063-T6 ALUMINUM 45 450-CG-004 GLASS STOP 1.913 x 0.951 x 0.062 6063-T6 ALUMINUM 46 450-CG-011 TUBULAR HORIZONTAL 4.452 x 1.750 x 0.080 6063-T6 ALUMINUM 47 450-CG-015 90° ONE POCKET CORNER HALF 4.125 x 0.937 6063-T6 ALUMINUM
48 ----------- NOT USED ----------- -----------
49 450-CG-163 PERIMETER FILLER 3.590 x 0.080 6063-T6 ALUMINUM 50 451-HP-037 HIGH PERFORMANCE FLASHING 1.750 x 4.875 x 0.094 6063-T6 ALUMINUM 51 451-HP-026 FLASHING CLIP 3.786 x 0.090 x 12.000 6063-T6 ALUMINUM 52 575-053 SHUTTERED OPEN BACK DOOR JAMB 4.500 x 1.750 x 0.094 6063-T6 ALUMINUM 53 575-056 GLASS POCKET EXTENSION 0.500 x 0.893 x 0.050 6063-T6 ALUMINUM 54 575-300 STEEL REINFORCEMENT 4.188 x 1.000 x 0.134 50 KSI STEEL 55 575-301 STEEL REINFORCEMENT 3.826 x 0.562 x 0.135 50 KSI STEEL
56 ------ DOW CORNING 995/983 (SEALANT) N/A SILICONE SEALANT
57 ------ BACKER ROD N/A -----------
58 027-081 SETTING BLOCK 0.188 x 1.250 x 4.125 EPDM 59 027-073 SETTING BLOCK 0.625 x 1.250 x 4.125 EPDM 60 451-CG-001 MULLION/SILL/JAMB 4.500 x 2.000 x 0.080 6063-T6 ALUMINUM 61 451-CG-002 POCKET FILLER 3.590 x 0.080 6063-T6 ALUMINUM 62 451-CG-003 OPEN BACK HORIZONTAL 4.500 x 2.000 x 0.080 6063-T6 ALUMINUM 63 451-CG-004 GLASS STOP 1.554 x 1.204 x 0.062 6063-T6 ALUMINUM 64 451-CG-011 TUBULAR HORIZONTAL 4.452 x 2.000 x 0.080 6063-T6 ALUMINUM 65 451-012 MULLION 4.500 x 2.000 x 0.080 6063-T6 ALUMINUM 66 200-024 LCN DOOR TOP RAIL "350" 3.688 x 1.724 x 0.125 6063-T6 ALUMINUM 67 069-214 LCN DOOR STOP 0.625 x 2.000 x 0.125 6063-T6 ALUMINUM 68 450-105 WATER DEFLECTOR TRIFAB VG 450 1.500 x 0.562 x 0.020 RIGID PVC 69 451-105 WATER DEFLECTOR TRIFAB VG 451 1.500 x 1.312 x 0.020 RIGID PVC 70 - TUBULAR TRANSOM BAR 4.500 x 1.75 x 0.08 6063-T6 ALUMINUM
HIGH PERFORMANCE
MULLLION ASSEMBLY
TYPICAL MULLION/
SHEET:
DI
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B
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D.
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(9
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W
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: w w w .b ui ld in gd ro ps
.c om
OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
- c od e ch an ge fb c su bm itt al fb c
(v er sio n
7) c od e ch an ge fo r k aw ne er
\f l7
7\ dw gs
\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
N T
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TR
AN
CE
W
AY
(H
VH
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O N
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IA
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A
N D
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PO
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EN
TS
12 SAM II DOOR STOP
6063-T6 14 THRESHOLD
6063-T6 17 BEVELED DOOR STILE 190
6063-T6 18 ACTIVE DOOR STILE 190
6063-T6 19 INACTIVE DOOR STILE 190
6063-T6
20 BEVELED DOOR STILE 350"
6063-T6 21 ACTVIE DOOR STILE 350
6063-T6 22 INACTIVE DOOR STILE 350
6063-T6 23 DOOR TOP RAIL 190
6063-T6
25 DOOR BOTTOM RAIL 190
6063-T5 26 DOOR BOTTOM RAIL 350
6063-T6 30 DOOR CROSS RAIL
6063-T6 31 90 DEGREE CORNER HALF
6063-T5 33 HIGH SIDELITE BASE
6063-T6
34 POCKET INSERT
6063-T6 35 TUBULAR TRANSOM BAR
6063-T6 36 STEEL REINFORCEMENT
50 KSI STEEL 37 FLAT FILLER SHIM SUPPORT
6063-T6 38 T BAR/HEADER W/ WEATHERING
6063-T6
2"
1.062"
0.062"
4"
0.5" 0.125"
2.125"
1.75"
0.125"
2.125"
1.75"
0.125"
2.187"
1.75"
0.125"
3.5"
1.75" 0.125"
3.5"
1.75" 0.125"
3.56"
1.75"
0.125"
24 DOOR TOP RAIL 350
6063-T6
1.72"
2.25"
0.125"
1.72"
3.5"
0.125"
1.72"
3.875"
0.125"
1.72"
7.5"
0.125"
1.72"
8.25"
0.125"
4.41"
4.5"
0.094"
2.37"
1.05"
0.05"
4.45"
0.094" 1.75"
4.13"
0.937"
0.12"
3.59"
0.406" 0.08"
4.45"
1.75"
0.09"
4.45"
3.5488"
0.094"
0.125"
SHEET:
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DATE:
CHK. BY:
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REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
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FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
N T
E
N
TR
AN
CE
W
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(H
VH
Z) (N
O N
-IM
PA
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CO
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N
40 HEADER/T-BAR OFFSET
6063-T6 41 CONTINOUS HINGE DOOR STILE
6063-T6 42 MULLION/SILL/JAMB
6063-T6 43 POCKET FILLER
6063-T6 44 OPEN BACK HORIZONTAL
6063-T6
46 TUBURAL HORIZONTAL
6063-T6 47 CORNER HALF
6063-T6 49 PERIMETER FILLER
6063-T6 50 HIGH PERFORMANCE FLASHING
6063-T6 51 FLASHING CLIP
6063-T6
52 DOOR JAMB
6063-T6 54 STEEL REINFORCEMENT
50 KSI STEEL 55 STEEL REINFORCEMENT
50 KSI STEEL 60 IG MULLION/SILL/JAMB
6063-T6
4.15"
0.718" 0.125"
3.38"
1.875"
0.125"
4.45"
2"
0.08"
4.41"
4.5"
0.08"
3.59"
0.404" 0.08"
4.88"
1.75"
0.094"
3.79"
0.695"0.08"
1.75"
4.5"
0.094"
1"
4.188"
0.134"
0.56"
3.826"
0.134"
4.5"
2"
0.08"
61 POCKET FILLER
6063-T6
3.59"
0.58" 0.08"
62 OPEN BACK HORIZONTAL
6063-T6 64 TUBULAR HORIZONTAL
6063-T6 65 MULLION
6063-T6
4.45"
2"
0.08"
4.45"
2"
0.08"
4.5"
2"
0.08"
4.45"
2"
0.08"
66 LCN DOOR TOP RAIL 350
6063-T6
1.72"
3.688"
0.125"
70 TUBULAR TRANSOM BAR
6063-T6
4.45"
0.094" 1.75"
0.125"
3.56"
0.58" 0.08"
4.5"
1.75"
0.08"
SHEET:
DI
N G
DR
O
PS
, I
N C.
E.
D
AN
IA
B
EA
CH
B
LV
D.
, S
TE
. 3
DA
N
IA
B
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CH
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PH
4)
9-
FA
X:
(9
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W
EB
: w w w .b ui ld in gd ro ps
.c om
OF
SCALE: NTS
DWG. BY:
DATE:
CHK. BY:
HFN
REMARKS
TI
TL
E:
BY DATE
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
/2
2/
1:
A M s:
\p ro je ct s\ ka w ne er c om pa ny
\c c-
-0
- c od e ch an ge fb c su bm itt al fb c
(v er sio n
7) c od e ch an ge fo r k aw ne er
\f l7
7\ dw gs
\k aw
.d w g
FL #:
PR
EP
AR
ED
B Y:
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
555 GUTHRIDGE CT
NORCROSS, GA 30092
PH: (770) 840-6431
KAWNEER COMPANY
KAW006
07.23.19
FL7237
TR
IF
AB
A
LU
M
IN
U
M
ST
O
RE
FR
O
N T
E
N
TR
AN
CE
W
AY
(H
VH
Z) (N
O N
-IM
PA
CT
CO
M
PO
N
| Sheets and Views |
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| 2020-10-23T14:34:26+0200 | |
| Hermes F Norero | |
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