594 PLAZA RES23-0169 FL14320GENERAL NOTESANDERSEN CORPORATION
A-SERIES HINGED PATIO DOOR-INSWING
WITH STORMWATCH PROTECTION DP UPGRADE
(HVHZ)(NON-IMPACT)
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
1 GENERAL NOTES
2 TRADITIONAL ELEVATION AND ANCHOR LAYOUT- X OR O
TRADITIONAL ELEVATION AND ANCHOR LAYOUT- XX OR XO
3
4
5
TRADITIONAL VERTICAL SECTIONS (4-9/16")
6
7
8
9
ANCHOR DETAILS AND ANCHOR SCHEDULE
10
11
COMPONENTS & LOCK DETAILS
BILL OF MATERIALS & COMPONENTS
HORIZONTAL SECTIONS
HORIZONTAL SECTIONS
12
13
14
15
CONTEMPORARY VERTICAL SECTIONS (6-9/16")
CONTEMPORARY VERTICAL SECTIONS (4-9/16")
TRADITIONAL VERTICAL SECTIONS (6-9/16")
CONTEMPORARY ELEVATION AND ANCHOR LAYOUT- X OR O
CONTEMPORARY ELEVATION AND ANCHOR LAYOUT- XX OR XO
SHEET:
DWG. #:
1
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
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:
·AAMA/WDMA/CSA 101/I.S.2/A440-17
·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. 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 TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT
WITH FIBERGLASS CLADDING.
(MIN SG = 0.40)
7. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
8. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN
PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD
SIZE.
10.IN ACCORDANCE WITH THE CURRENT FBC, WOOD COMPONENTS
SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
DURABLE SPECIES AS PER CH 23.
11.IN ACCORDANCE WITH THE FBC, DISSIMILAR METALS INCLUDING
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM
UNIT FRAMING SHALL BE PROTECTED AS PER CH 20.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED.
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. GROUT-FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90
WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI AND
GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT
COMPRESSIVE STRENGTH OF 2000 PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM
C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 1924 PSI.
E. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM WALL
THICKNESS OF 33 MILS (0.033" or 20 GAUGE). MIN. 1/2" EDGE
DISTANCE.
F. ALUMINUM - MINIMUM 1/8" THICKNESS. (6063-T5)
MISSILE IMPACT RATING
NON-IMPACT
WATER RATING
W/ WATER INFILTRATION
DESIGN PRESSURE TABLES AND GLAZING DETAILS
= TWO (2) ANCHORS THRU HINGE PLATE
= ANCHORS THRU END RECEIVER
-WOOD OR METAL: THREE (3)
-CONCRETE/MASONRY: TWO (2)
= ANCHORS THRU CENTER RECEIVER
- WOOD OR STEEL: FOUR (4)
-CONCRETE/MASONRY: TWO (2)
ACTIVE DOOR LEGEND (X)
STATIONARY DOOR LEGEND (O)
= FOR CONCRETE/MASONRY
INSTALLATIONS, ONLY 1/4" ITW TAPCONS
MAY BE USED IN ACCORDANCE WITH EDGE
DISTANCE REQUIREMENTS IN TABLE BELOW.
FOR WOOD OR METAL INSTALALTIONS,
REFER TO ANCHOR DETAILS AND ANCHOR
SCHEDULE ON SHEET 13.
*MIN. EDGE DISTANCES
ANCHOR CONCRETE CMU
1/4" TAPCON 2 1/8" 3 1/2"
*MIN. EDGE DISTANCES FOR
INSTALLATION OF STATIONARY DOORS
ONLY
"X"
SEE TABLE
BELOW
"O"
SEE TABLE
BELOW
ANCHOR LAYOUT
STATIONARY
SEE TABLE
BELOW
SEE TABLE
BELOW
ANCHOR LAYOUT
OPERABLE
"X""O"
UNIT MAX.
WIDTH 38.13"
ACTIVE
LEAF MAX.
WIDTH 35.75"
D.L.O. MAX.
WIDTH 26.874"
UNIT MAX.
WIDTH 38.13"
FIXED
LEAF MAX.
WIDTH 35.75"D.L.O. MAX.
WIDTH 26.874"
UNIT
MAX.
HEIGHT
119.500"
D.L.O.
MAX.
HEIGHT
103.437"
LEAF
MAX.
HEIGHT
116.469"
UNIT
MAX.
HEIGHT
119.500"
D.L.O.
MAX.
HEIGHT
103.437"
LEAF
MAX.
HEIGHT
116.469"
20
NOTE:
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE. ALTERNATIVELY, THE CONTINUOUS REMODEL CLIP (ITEM #30) MAY BE UTILIZED WITH FASTENERS FROM CLIP TO SUBSTRATE 3" FROM
CORNERS & 6 7/8" MAX. O.C. REFER TO SHEET 13 FOR REQUIREMENTS OF INSTALLATION.
2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS.
3) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TO
OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.
A
7
B
79
E
9
F
(1) ADD'L END
RECEIVER FOR
DOORS OVER
8' IN HEIGHT
ELEVATION
TRADITIONAL
ELEVATION
TRADITIONAL
J
11
K
11
I
11
L
11
SEE TABLE
BELOW
SEE TABLE
BELOW
ELEVATIONS & ANCHOR LAYOUTSHEET:
DWG. #:
2
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
= TWO (2) ANCHORS THRU HINGE PLATE
= ANCHORS THRU END RECEIVER
-WOOD OR METAL: THREE (3)
-CONCRETE/MASONRY: TWO (2)
= ANCHORS THRU CENTER RECEIVER
- WOOD OR STEEL: FOUR (4)
-CONCRETE/MASONRY: TWO (2)
ACTIVE DOOR LEGEND (X)
STATIONARY DOOR LEGEND (O)
= FOR CONCRETE/MASONRY
INSTALLATIONS, ONLY 1/4" ITW TAPCONS
MAY BE USED IN ACCORDANCE WITH EDGE
DISTANCE REQUIREMENTS IN TABLE BELOW.
FOR WOOD OR METAL INSTALALTIONS,
REFER TO ANCHOR DETAILS AND ANCHOR
SCHEDULE ON SHEET 13.
*MIN. EDGE DISTANCES
ANCHOR CONCRETE CMU
1/4" TAPCON 2 1/8" 3 1/2"
*MIN. EDGE DISTANCES FOR
INSTALLATION OF STATIONARY DOORS
ONLY
"X"
SEE TABLE
BELOW
"O"
SEE TABLE
BELOW
(1) ADD'L END
RECEIVER FOR
DOORS OVER
8' IN HEIGHT
ANCHOR LAYOUT
STATIONARY
SEE TABLE
BELOW
SEE TABLE
BELOW
ANCHOR LAYOUT
OPERABLE
"X""O"
UNIT MAX.
WIDTH 38.13"
ACTIVE
LEAF MAX.
WIDTH 35.75"
D.L.O. MAX.
WIDTH 26.874"
UNIT MAX.
WIDTH 38.13"
FIXED
LEAF MAX.
WIDTH 35.75"
D.L.O. MAX.
WIDTH 26.874"
UNIT
MAX.
HEIGHT
119.50"
D.L.O.
MAX.
HEIGHT
107.60"
LEAF
MAX.
HEIGHT
116.469"
UNIT
MAX.
HEIGHT
119.50"
D.L.O.
MAX.
HEIGHT
107.60"
LEAF
MAX.
HEIGHT
116.469"
20
C
8 10
G D
8 10
H
NOTE:
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE. ALTERNATIVELY, THE CONTINUOUS REMODEL CLIP (ITEM #30) MAY BE UTILIZED WITH FASTENERS FROM CLIP TO SUBSTRATE 3" FROM
CORNERS & 6 7/8" MAX. O.C. REFER TO SHEET 13 FOR REQUIREMENTS OF INSTALLATION.
2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS.
3) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TO
OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.
J
11
K
11
I
11
L
11
SEE TABLE
BELOW
SEE TABLE
BELOW
ELEVATION
CONTEMPORARY
ELEVATION
CONTEMPORARY ELEVATIONS & ANCHOR LAYOUTSHEET:
DWG. #:
3
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
= TWO (2) ANCHORS THRU HINGE PLATE
= ANCHORS THRU HEAD RECEIVER
SEE DETAIL 'A' ABOVE
-WOOD OR METAL: FIVE (5)
-CONCRETE/MASONRY: FOUR (4)
= ANCHORS THROUGH SILL
BRACKET(S), SEE DETAIL 'B' BELOW
DOOR LEGEND (XX)
DETAIL A
HEAD JAMB RECEIVER
SEE LEGEND BELOW FOR QTY
DETAIL B
SILL BRACKET
SEE ABOVE FOR
ANCHOR QUANTITIES
(2) ANCHORS FOR
CONCRETE/MASONRY
(4) ANCHORS FOR
WOOD OR METAL
ANCHOR LAYOUT
A
7 9
E
NOTE:
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE. ALTERNATIVELY, THE CONTINUOUS REMODEL CLIP (ITEM #30) MAY BE UTILIZED WITH FASTENERS FROM CLIP TO SUBSTRATE 3" FROM
CORNERS & 6 7/8" MAX. O.C. REFER TO SHEET 13 FOR REQUIREMENTS OF INSTALLATION.
2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS.
3) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TO
OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.
SILL BRACKET (XOX)
ELEVATION
TRADITIONAL
M
12
J
11
J
11
UNIT MAX.
WIDTH 75.25"
ACTIVE
LEAF MAX.
WIDTH 35.75"
D.L.O. MAX.
WIDTH 26.874"
18 19
UNIT
MAX.
HEIGHT
119.50"
D.L.O.
MAX.
HEIGHT
103.437"
LEAF
MAX.
HEIGHT
116.469""X""X"
OPP.
SEE TABLE
BELOW
SEE TABLE
BELOWA
(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
SEE TABLE
BELOW
(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
"X""X"
SEE TABLE
BELOW ELEVATIONS & ANCHOR LAYOUTSHEET:
DWG. #:
4
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
= TWO (2) ANCHORS THRU HINGE PLATE
= ANCHORS THRU HEAD RECEIVER
SEE DETAIL 'A' ABOVE
-WOOD OR METAL: FIVE (5)
-CONCRETE/MASONRY: FOUR (4)
= ANCHORS THROUGH SILL
BRACKET(S), SEE DETAIL 'B' BELOW
DOOR LEGEND (XX)
DETAIL A
HEAD JAMB RECEIVER
SEE LEGEND BELOW FOR QTY
DETAIL B
SILL BRACKET
SEE ABOVE FOR
ANCHOR QUANTITIES
(2) ANCHORS FOR
CONCRETE/MASONRY
(4) ANCHORS FOR
WOOD OR METAL
ANCHOR LAYOUT
SEE TABLE
BELOW
SEE TABLE
BELOWA
(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
SEE TABLE
BELOW
(1) ADDITIONAL
HINGE FOR DOORS
OVER 8' IN HEIGHT
UNIT MAX.
WIDTH 75.25"
ACTIVE
LEAF MAX.
WIDTH 35.75"
D.L.O. MAX.
WIDTH 26.874"
18 19
UNIT
MAX.
HEIGHT
119.50"
D.L.O.
MAX.
HEIGHT
107.60"
LEAF
MAX.
HEIGHT
116.469"
C
8 10
G
NOTE:
1) FOR SILL ANCHORAGE SEE LEGEND ABOVE. ALTERNATIVELY, THE CONTINUOUS REMODEL CLIP (ITEM #30) MAY BE UTILIZED WITH FASTENERS FROM CLIP TO SUBSTRATE 3" FROM
CORNERS & 6 7/8" MAX. O.C. REFER TO SHEET 13 FOR REQUIREMENTS OF INSTALLATION.
2) ANCHOR SCHEDULE REFLECTS MINIMUM NUMBER OF ANCHORS REQUIRED, TOTAL QUANTITY MAY VARY DEPENDING ON LEGEND REQUIREMENTS.
3) HINGE REQUIREMENTS - DOORS GREATER THAN 8' IN HEIGHT SHALL UTILIZE 5 HINGES, DOORS GREATER THAN 6'-10 3/8" IN HEIGHT SHALL UTILIZE 4 HINGES, AND DOORS EQUAL TO
OR LESS THAN 6'-10 3/8" SHALL UTILIZE 3 HINGES.
M
12
J
11
"X""X"
SILL BRACKET (XX)
SEE TABLE
BELOW
"X""X"
J
11
OPP.
ELEVATION
CONTEMPORARY ELEVATIONS & ANCHOR LAYOUTSHEET:
DWG. #:
5
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
NOTE: ALL PRESSURES MEET
WATER INFILTRATION
REQUIREMENTS
GLAZING NOTES:
1. GLAZING SHALL COMPLY WITH ASTM E1300 AND FBC SAFETY GLAZING REQUIREMENTS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS REFERENCED IN CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS WIDER THAN 36" AS PER CHAPTER 24.
4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS SHOWN ON ELEVATIONS.
3/4" O.A. INSULATED GLASS
GLAZING DETAIL 1
INTERIOREXTERIOR
MIN. GLASS
BITE 9/16"
GLAZING DETAIL 2
1" O.A. INSULATED GLASS
1/4" X 1-1/2" STAPLES
(18 GA. GALV.
STEEL @ 8" O.C.)
TRADITIONAL GLASS
STOP SHOWN SEE
SHEET 11 FOR
CONTEMPORARY
GLASS STOP
INTERIOREXTERIOR
MIN. GLASS
BITE 9/16"
1/4" X 1-1/2" STAPLES
(18 GA. GALV.
STEEL @ 8" O.C.)
TRADITIONAL GLASS
STOP SHOWN SEE
SHEET 11 FOR
CONTEMPORARY
GLASS STOP
8
10
7
10
MOMENTIVE 2811 OR
DOW 9-1350
SILICONE
MOMENTIVE 2811 OR
DOW 9-1350
SILICONE
MOMENTIVE 2811 OR
DOW 9-1350
SILICONE
MOMENTIVE 2811 OR
DOW 9-1350
SILICONE DP TABLES AND GLAZING DETAILSSHEET:
DWG. #:
6
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
7 4 9/16" FRAME
VERTICAL SECTION
TRADITIONAL - ACTIVE DOOR
A
INTERIOREXTERIOR
7 4 9/16" FRAME
VERTICAL SECTION
TRADITIONAL - STATIONARY DOOR
B
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
SEE GLAZING
DETAILS, SHEET 6
INTERIOREXTERIOR
1
3
4
7
15
4
7
16
15
3
26
1411511
INTERIOR
15
16
14
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
14
30
10
NOTE: ITEM 10 OPTIONAL. SEE
PRESSURE TABLES ON SHEET 6 FOR
DETAILS. ITEM 30, ALTERNATE SILL
CLIP, FOR DOUBLE DOORS ONLY.
30
10
14 VERTICAL SECTIONSSHEET:
DWG. #:
7
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
8 4 9/16" FRAME
VERTICAL SECTION
CONTEMPORARY - ACTIVE DOOR
C
EXTERIOR
8 4 9/16" FRAME
VERTICAL SECTION
CONTEMPORARY - STATIONARY DOOR
D
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
SEE GLAZING
DETAILS, SHEET 6
INTERIOREXTERIOR
1
3
4A
7
15
4A
7
16
15
3
26
1411511
INTERIOR
15
16
14
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
30
10
14
30
10
14
NOTE: ITEM 10 OPTIONAL. SEE
PRESSURE TABLES ON SHEET 6 FOR
DETAILS. ITEM 30, ALTERNATE SILL
CLIP, FOR DOUBLE DOORS ONLY.VERTICAL SECTIONSSHEET:
DWG. #:
8
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
EXTERIOR
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
INTERIOREXTERIOR
1
3
4
8
4
8
16
3
11611
26
14
1616
INTERIOR
1515
14
9 6 9/16" FRAME
VERTICAL SECTION
TRADITIONAL - ACTIVE DOOR
E
9 6 9/16" FRAME
VERTICAL SECTION
TRADITIONAL - STATIONARY DOOR
F
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
14 14
1010
17 17
NOTE: ITEM 10 OPTIONAL. SEE
PRESSURE TABLES ON SHEET 6 FOR
DETAILS. ITEM 17, ALTERNATE SILL
CLIP, FOR DOUBLE DOORS ONLY.VERTICAL SECTIONSSHEET:
DWG. #:
9
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
EXTERIORMAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
MAX.
D.L.O.
HEIGHT.
MAX.
FRAME
HEIGHT
MAX.
LEAF
HEIGHT.
INTERIOREXTERIOR
1
3
4A
8
4A
8
16
3
11611
26
14
1616
INTERIOR
1515
14
10 6 9/16" FRAME
VERTICAL SECTION
CONTEMPORARY - ACTIVE DOOR
G
10 6 9/16" FRAME
VERTICAL SECTION
CONTEMPORARY - STATIONARY DOOR
H
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
14 14
17 17
10 10
NOTE: ITEM 10 OPTIONAL. SEE
PRESSURE TABLES ON SHEET 6 FOR
DETAILS. ITEM 17, ALTERNATE SILL
CLIP, FOR DOUBLE DOORS ONLY.VERTICAL SECTIONSSHEET:
DWG. #:
10
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
11 6 9/16" FRAME
HORIZONTAL SECTION
STATIONARY PANEL
K
MAX. FRAME WIDTH
MAX. LEAF WIDTH.
EXTERIOR
INTERIOR
SEE GLAZING
DETAILS,
SHEET 6
11 4 9/16" FRAME
HORIZONTAL SECTION
OPERABLE PANEL - LOCK JAMB
I
MAX. D.L.O. WIDTH.
MAX. LEAF WIDTH.
EXTERIOR
INTERIOR
SEE GLAZING
DETAILS,
SHEET 6
MAX. FRAME WIDTH
16 17
6
11
26
6
11
MAX. D.L.O. WIDTH.
26
1
22
1
SEE GLAZING
DETAILS,
SHEET 6
11 4 9/16" FRAME
HORIZONTAL SECTION
OPERABLE PANEL - HINGE JAMB
J
11 6 9/16" FRAME
HORIZONTAL SECTION
STATIONARY PANEL
L
12 1
2
5
1
5
2
SEE GLAZING
DETAILS,
SHEET 6
14
14
11
11
NOTE: DETAILS SHOWN ARE
TYPICAL OF TRADITIONAL
AND CONTEMPORARY DOORS
14
14 HORIZONTAL SECTIONSSHEET:
DWG. #:
11
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
12 ASTRAGAL
HORIZONTAL SECTION
DOUBLE DOOR
M
MAX. FRAME WIDTH
MAX. D.L.O WIDTH.MAX. D.L.O WIDTH.
MAX. LEAF WIDTH.MAX. LEAF WIDTH.
EXTERIOR
INTERIOR
EXTERIOR
INTERIOR
23
16
2
2
SEE GLAZING
DETAILS, SHEET 6
SEE GLAZING
DETAILS, SHEET 6
14
14
17
24
NOTE: DETAILS SHOWN ARE
TYPICAL OF TRADITIONAL
AND CONTEMPORARY DOORS HORIZONTAL SECTIONSSHEET:
DWG. #:
12
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
3/8" MAX.
SHIM SPACE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
3/8" MAX.
SHIM SPACE
13 4 9/16" FRAME
VERTICAL SECTION
SILL - THROUGH INSTALLATION CLIP
C
MIN.
EMBEDMENT
MIN.
EDGE DISTANCE
13 4 9/16" FRAME
VERTICAL SECTION
HEAD/JAMBS-THROUGH FRAME INSTALLATION
A
ANCHOR SCHEDULE
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT
MIN. EDGE
DISTANCE
THROUGH FRAME
INSTALLATION AT
HEAD & JAMBS
THROUGH
INSTALLATION CLIP
AT SILL
WOOD: MIN. SG =
0.55
#10 PAN HEAD WOOD
SCREW 1.50"0.75"
METAL: 18 GAUGE
STEEL, MIN. Fy =
33KSI
#10 TEK SCREW
3 THREADS MIN
PENETRATION
BEYOND METAL
0.50"
METAL: 1/8"
ALUMINUM, MIN.
(6063-T5)
#10 TEK SCREW
3 THREADS MIN
PENETRATION
BEYOND METAL
0.50"
CONCRETE:
f'c=3000PSI
3/16" OR 1/4" ITW
TAPCON
FLAT HEAD
1.50"2.125"
MASONRY: CMU per
ASTM C90 MIN. 2000
PSI
3/16" OR 1/4" ITW
TAPCON
FLAT HEAD
1.25"2.125"
3/8" MAX.
SHIM SPACE
MIN.
EMBEDMENT
MIN.
EDGE DISTANCE
3/8" MAX.
SHIM SPACE
13 6 9/16" FRAME
VERTICAL SECTION
SILL - THROUGH INSTALLATION CLIP
D
MIN.
EMBEDMENT
MIN.
EDGE DISTANCE
13 6 9/16" FRAME
VERTICAL SECTION
HEAD/JAMBS-THROUGH FRAME INSTALLATION
B
30 17
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING
SHEATHING
BY OTHERS
INTERIOREXTERIORINTERIOREXTERIOR
INTERIOREXTERIOR
INTERIOREXTERIOR
*SEE SHEET 2 & 3 FOR MIN. EDGE DISTANCE ON THE STATIONARY UNITS ANCHOR DETAILS AND SCHEDULESHEET:
DWG. #:
13
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
0.384"
0.893"
0.547"
1.969"
1.016"
4.242"
1 FRAME HEAD/SIDE JAMB
WOOD
7 4-9/16" FRAME SILL
FIBERGLASS
4 TRADITIONAL PANEL BOTTOM RAIL
WOOD
TYP. WALL THICKNESS 0.090"
11 FLANGE
PVC
TYP. WALL THICKNESS 0.05"
5 4-9/16" HEAD/JAMB FRAME
FIBERGLASS
TYP. WALL THICKNESS 0.082"
14 WEATHERSTRIPPING
SANTOPRENE (DUROMETER: 70)
TYP. WALL THICKNESS 0.047"
13 TRADITIONAL GLAZING STOP
WOOD
3 PANEL TOP RAIL
WOOD
1.719"
4.438"
0.500"
0.875"
2.061"
4.195"
2.172"
6.170"
4.438"
1.719"
2 PANEL STILE
WOOD
6 6-9/16" EXTENDED HEAD/JAMB FRAME
FIBERGLASS
TYP. WALL THICKNESS 0.082"
2.061"
6.195"
8 6-9/16" EXTENDED FRAME SILL
FIBERGLASS
2.172"
8.170"
15 BOTTOM RAIL CLADDING
ALUMINUM 6063-T5
0.753"
0.991"
16 SILL COVER
PVC
0.558"
1.056"
TYP. WALL THICKNESS 0.090"
23 2 PC. ASTRAGAL
FIBERGLASS 24 2 PC. ASTRAGAL TRIM
FIBERGLASS
TYP. WALL THICKNESS 0.100"TYP. WALL THICKNESS 0.075"
3.605"
1.911"
0.437"
1.719"
4.438"
BILL OF MATERIALS
NO. DESCRIPTION MATERIAL MANUFACTURER
1 FRAME HEAD/SIDE JAMB WOOD ANDERSEN
2 PANEL STILE WOOD ANDERSEN
3 PANEL TOP RAIL WOOD ANDERSEN
4 TRADITIONAL PANEL BOTTOM
RAIL WOOD ANDERSEN
4A CONTEMPORARY PANEL
BOTTOM RAIL WOOD ANDERSEN
5 HEAD/JAMB CLADDING FIBERGLASS ANDERSEN
6 EXT. HEAD/JAMB CLADDING FIBERGLASS ANDERSEN
7 FRAME SILL FIBERGLASS ANDERSEN
8 EXT. FRAME SILL FIBERGLASS ANDERSEN
9 (NOT USED) - -
10 DROP CHANNEL ALUMINUM 6063-T5 ANDERSEN
11 FLANGE PVC ANDERSEN
12 HINGE STEEL ANDERSEN
13 TRADITIONAL GLAZING STOP WOOD ANDERSEN
13A CONTEMPORARY GLAZING
STOP WOOD ANDERSEN
14 WEATHERSTRIPPING SANTOPRENE ANDERSEN
15 BOTTOM RAIL CLADDING ALUMINUM 6063-T5 ANDERSEN
16 SILL COVER PVC ANDERSEN
17 SILL BRACKET STAINLESS STEEL ANDERSEN
18 3 PT. LOCK SYSTEM STEEL ANDERSEN
19 5 PT. LOCK SYSTEM STEEL ANDERSEN
20 PASSIVE LOCK SYSTEM STEEL ANDERSEN
21 HANDLE -ANDERSEN
22 WEATHERSTRIPPING (HEAD)PVC ANDERSEN
23 2 PC. ASTRAGAL FIBERGLASS ANDERSEN
24 2 PC. ASTRAGAL TRIM FIBERGLASS ANDERSEN
25 GLAZING STOP 1" I.G.WOOD ANDERSEN
25A CONTEMPORARY GLAZING
STOP 1" I.G.WOOD ANDERSEN
26 PANELSTOP WOOD ANDERSEN
27 4 PT LOCK SYSTEM STEEL ANDERSEN
28 6 PT. LOCK SYSTEM STEEL ANDERSEN
29 PASSIVE LOCK SYSTEM STEEL ANDERSEN
30 REMODEL CLIP STEEL ANDERSEN
4A CONTEMPORARY PANEL BOTTOM RAIL
WOOD
1.719"
8.594"
13A CONTEMPORARY GLAZING STOP
WOOD
0.500"0.875"
17 SILL BRACKET
STAINLESS STEEL
1.071"
0.250"
TYP. WALL THICKNESS 0.05"
SEE ADDITIONAL DETAIL, SHEET 13
10 DROP CHANNEL
ALUMINUM 6063-T5
0.938"
1.228"
25 GLAZING STOP 1" I.G.
WOOD
0.403"
0.875"COMPONENTS & BOMSHEET:
DWG. #:
14
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23
26 PANEL STOP
WOOD
0.500"0.875"
18 3 PT. LOCK SYSTEM
STEEL 19 5 PT. LOCK SYSTEM
STEEL 20 PASSIVE LOCK SYSTEM
STEEL
ACTIVE SINGLE DOOR (8' OR LESS)ACTIVE DOUBLE DOOR (8' OR LESS)PASSIVE DOUBLE DOOR (8' OR LESS)
27 4 PT. LOCK SYSTEM
STEEL 28 6 PT. LOCK SYSTEM
STEEL 29 PASSIVE LOCK SYSTEM
STEEL
ACTIVE SINGLE DOOR (ABOVE 8')ACTIVE DOUBLE DOOR (ABOVE 8')PASSIVE DOUBLE DOOR (ABOVE 8')
0.5"
1.75"
3.25"
4.5"
5"
0.25"
17 SILL BRACKET
STAINLESS STEEL
TYP. WALL THICKNESS 0.05"
30 REMODEL CLIP
STEEL - CONTINUOUS
1.5"
0.055"0.374"
25A CONTEMPORARY GLAZING STOP 1" I.G.
WOOD
0.403"
0.875"COMPONENTSSHEET:
DWG. #:
15
AWD130 BUILDING DROPS, INC.398 E. DANIA BEACH BLVD., STE. 338DANIA BEACH, FL 33004PH: (954)399-8478FAX: (954)744.4738WEB: www.buildingdrops.comOF
SCALE:NTS
CLDWG. BY:
DATE:07.23.19
CHK. BY:HFN
REMARKSTITLE: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 DOCUMENTA-SERIES HINGEDPATIO DOOR-INSWING WITHSTORMWATCH PROTECTION DP UP(HVHZ)(NON-IMPACT)2/10/2023 1:58 PMs:\projects\andersen windows\fbc-23-0126 - a-series hinged patio inswing door - pg upgrade\dwgs\awd130.dwg15
FL14320FL #:PREPARED BY: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
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PH: (651) 264-5150 FX: (651) 264-5485
7TH FBC CODE CHANGE SR 3.18.20
CONTEMPORARY UPD. SH 2.2.23