1685 ATLANTIC BEACH DR RES25-0023 FL22242_R15_II_DrawingGENERAL NOTES:
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS.
SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHAH BE BEYOND WALL
FINISH OR STUCCO.
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY
DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN
ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED
BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION
CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20.
6. TO THE BEST OF OUR KNOWLEDGE. THE PRODUCT SHOWN HEREIN IS
CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED
CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE
FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL
REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS
DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS.
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE
CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS
INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL
BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER
THAN A UCENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS
TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S
CERTIFICATION ENTITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO
BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
S. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR
IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED
PRODUCT.
9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER
PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS
INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF
THE MANUFACTURER &/OR INSTALLER.
INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS
AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE
FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS
THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODI
VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL
TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING
CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM
WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE
INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT
TESTING. CODE AND APPLICABLE STANDARDS.
FRAME ANCHOR REQUIREMENTS TABLE
55 1/2" MAX. FRAME SHORT DIMENSION
TABLE
A7
FRAME/CLIP/NAIL FIN TO
I OPENING FASTENER TYPE
2 NAIL FIN
I MINIMUM
EDGE DIST.
FRAME & INSTALLATION CLIP SCREWS
/
SIMILAR
SIMILAR
Al
Al
2
2
p
FIN FASTENER WITHIN
z
4" OF CORNERS & 4"
NO. 10 GR. 5 SELF TAP/DRILL SCREW
MAX. O.C. SEE
B
"FRAME ANCHOR
NO. 10 GR. 5 SELF TAP/DRILL SCREW
REQUIREMENTS TABLE"
zo
ON THIS SHEET FOR
(1> 1/4" CONCRETE SCREW
REQUIREMENTS.
w
MIN. 2500 PSI CONCRETE
X
EXTERIOR ELEVATION:
2"
SINGLE WINDOW
SCALE: 3/4" = V-0"
:
rn
(NAIL FIN MOUNT CONDITION)
OPPOSITE
Al
j2
FRAME ANCHOR REQUIREMENTS TABLE
NAIL FIN AND
TABLE
OPENING TYPE
(SUBSTRATE)
FRAME/CLIP/NAIL FIN TO
I OPENING FASTENER TYPE
MINIMUM
EMBED
I MINIMUM
EDGE DIST.
FRAME & INSTALLATION CLIP SCREWS
FRAME
a
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
N0. 10 SMS OR WOOD SCREW
1 1/4"
3/4"
MIN. 18 GA. 33 KSI METAL STUD
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK A36 STEEL
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. 1/8" THK 6063-T5 ALUM.
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2"
MIN. C-90 CMU
(1> 1/4" CONCRETE SCREW
1 1/4"
2"
MIN. 2500 PSI CONCRETE
(1) 1/4" CONCRETE SCREW
1 1/2"
2"
t1) NAILING FIN FASTENERS
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55) N0. 8 SMS SCREW 1 3/8" 1/2"
IN. GR. V3 & G=0.55) vV 11 GA. ROOFING NAIL 1 3/8" 1/2"
MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
MIN. 1/8" THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2"
(1)RAMSET/REDSCREWS
HEAD TAPCONSEELCO (C:S. ORLS�S.)ONS OR HILTI)KWKCCON 11 ((CS OCREE-FLEXR SS)
),I
TW
(2) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE
A FLAT WASHER AT THE SCREW HEAD.
V
WIDEN BUCKS FOR CLIP MOUNT AS
REQUIRED TO MEET EDGE DISTANCE
REQUIREMENTS.
NOTE: HOLES IN CLIPS MAY NEED
TO BE WIDENED TO ACCOMMODATE
1/4" CONCRETE SCREWS.
55 1/2" MAX. FRAME SHORT DIMENSION
6" MAX. _ _ 18" MAX. O.C. - jl- 6" MAX.
m
6" MAX. ;
SIMILAR SIMILAR
A2 A2 5
$ 2 I 2 a
A3 A3 0
z
NAIL FIN AND
TABLE
Ul
ANCHORING OF
MAXIMUM
w
NAIL FIN IS FRAME SCREWS OR
FRAME
a
OPTIONAL & INSTALLATION CUPS
SHORT
(PSF)
SHALL NOT ACT WHERE SHOWN. SEE
DIMENSION
zI
AS A SUBSTITUTE
"FRAME ANCHOR
c5
of
FOR THE FRAME
REQUIREMENTS
o
uj
ANCHORS
TABLE" ON THIS
59 1 2
40 40
SPECIFIED.
SHEET FOR
REQUIREMENTS.
N
EXTERIOR ELEVATION:
m SCALE: 3/4" = V-0"
(FRAME SCREW AND CLIP
MOUNT CONDITION)
OPPOSITE
A2 A j
2 MAX,
ALLOWABLE SIZE/PRESSURE
OR THE OTHER ANCHOR METHOD (EXAMPLE: SILL
MAY USE FRAME SCREWS METHOD WHILE OTHER
TABLE
SIDES USE FIN)
MAXIMUM
MAXIMUM
ALLOWABLE
FRAME
FRAME
PRESSURE
LONG
SHORT
(PSF)
DIMENSION
DIMENSION
SPECIFIED IN THE PRODUCTS STATE APPROVAL OF
(IN.)
(IN.)
POS. NEG.
85 1/2
59 1/2
50 50
95 1/2
59 1 2
40 40
....
3 No 4*S3 ' cF*
NOTE: LONG DIMENSION MAY BE ',,,68SIO1 a `�%
HORIZONTAL OR VERTICAL
INSTALLATION NOTE
WHEN NECESSARY, INSTALLATION METHODS MAY
BE MIXED WITH ANY ONE WINDOW SUCH THAT
INDIVIDUAL SIDES OF THE WINDOW MAY USE ONE
I A B UuTION NOTE:
ALL ANCHORS IN THEIR SPECIFIED SUDSTRATES
OR THE OTHER ANCHOR METHOD (EXAMPLE: SILL
MAY USE FRAME SCREWS METHOD WHILE OTHER
HAVE BEEN ANALYZED IN ACCORDANCE WITH
SIDES USE FIN)
THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE CAPABLE OF SUPPORTING ALL LOADS
CONDITIONS SHOWN IN THIS DRAWING ARE
IMPOSED ON THEM UNDER THE GUIDEUNES OF
GOVERNED BY INSTALLATION REQUIREMENTS ONLY.
THIS DOCUMENT. ANY SUBSTRATES OR
THE GOVERNING CONDITIONS ON ANY SPECIFIC
CONDITIONS OUTSIDE OF WHAT IS SHOWN
PRODUCT SHALL BE THE LESSER OF THOSE
HERE -IN SHALL BE SUBJECT TO JOB SPECIFIC
SPECIFIED IN THE PRODUCTS STATE APPROVAL OF
ENGINEER'S REVIEW & CERTIFICATION.
THAT SHOWN IN THESE DRAWINGS.
Warren W
Schaefer
2023.11.0
6 13:09:04
-05'00'
FFIEO. THEY MAY NOT BE USED FOR THE ASSEMHLT
)R INSfAAL ATION OF ANY OTHER PRODUCT NOR MAY
BE USED FOR RATIONAL AND/OR LOCAL APPROVAL
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SHEET NO.
1 OF 2
C,
SEALANT BY OTHERS
BEHIND NAIL FIN
i. .3
NAIL
FIN
SEALANT BY
OTHERS
EXTERIOR
FIN FASTENER
PER ELEVATION
SECTION Al
SCALE: 3/4 FULL 2
(NAIL FIN MOUNT)
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
3/8" MAX.
SHIM AS
REQ'D
FRAME SCREW
PER ELEVATION -
3 a"
OPTIONAL
NAIL FIN
MAY BE
REMOVED
SEALANT BY CUFF` 0
OTHERS I I 0
SUBSTRATE BY OTHERS CUP SCREW PER ANCHOR
PER "FRAME ANCHOR REQUIREMENTS TABLE (1
REQUIREMENTS TABLE" PER CLIP)
OPTIONAL s
NAIL FIN
MAY BE 3/8" MAX.
REMOVED SHIM AS
REQ'D
SEALANT BY
OTHERS
EXTERIOR ��J a
MAY BEND OR TRIM La
CLIP EXCESS AS
REQUIRED WITHIN 1"
SECTION A3
OF SCREW
SCALE: 3/4 FULL 2
(INSTALLATION CLIP MOUNT)
40. 8 X 3/4" SMS
SCREW (1 PER CUP)
EXTERIOR
SECTION
SCALE: 3/4 FULL 2
(FRAME SCREW MOUNT)
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
3/8" MAX.
SHIM AS
REQ'D
CONTINUOUS WOOD MEMBER LESS IN THICKNESS
THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP
(NOT REQUIRED WHEN SHIM SPACE IS WITHIN
ALLOWABLE DIMENSIONS SHOWN IN SECTIONS).
NAIL OR SCREW TO SUBSTRATE AS REQUIRED TO
POSITION AND SECURE IN PLACE.—\ e
SEALANT BYp
OTHERS ❑0�
pa
EXTERIOR —
T 5.875"
o SCREW LOCATION SHALL BE IN
w ONE OF THESE HOLES
g
O
�p 0 O O 1;'
FRAME SCREW PER
ELEVATION & "FRAME
ANCHOR REQUIREMENTS
TABLE"
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
OPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME)
0.06" J
INSTALLATION CLIP
MIN. 50 KSI GALV. STEEL
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SHEET NO.
2 OF