1685 ATLANTIC BEACH DR RES25-0023 FL22655_R8_II_Drawing 2004 (3)GENERAL NOTES:
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS.
SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL 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 LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS
TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S
CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO
BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
8. 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 CODE
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
OPENING TYPE
(SUBSTRATE)
FRAME/CLIP/NAIL FIN TO
OPENING FASTENER TYPE
MINIMUM
EMBED
MINIMUM
EDGE DIST.
FRAME & INSTALLATION CLIP SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55) NO. 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 (T) 1/4" CONCRETE SCREW 1 1/4" 2"
MIN. 2500 PSI CONCRETE 1/4" CONCRETE SCREW 1 1/2" 2"
(2) NAILING FIN FASTENERS
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
N0. 8 SMS SCREW
1 3/8"
1/2"
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
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 I FULL 1/2"
(1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE -FLEX (S.S.), ITW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.).
(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.
SIMILAR
Al
2
CD
w
w
Li
X
in
N
44" MAX.
Al
2
FRAME WIDTH
f --NAIL FIN
al
EXTERIOR ELEVATION•
SINGLE WINDOW
SCALE: 3/4" = l'-0"
(NAIL FIN MOUNT CONDITION)
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.
44" MAX. FRAME WIDTH
SIMILAR
6"
MAX.
Al
6" MAS
v 2
A2 A3
FIN FASTENER WITHIN 4"
OF CORNERS & 4" MAX.
2 2
O.C. SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON THIS SHEET
FOR REQUIREMENTS.
SIMILAR &
OPPOSITE
a
21
SIMILAR
j
SIMILAR
al
EXTERIOR ELEVATION•
SINGLE WINDOW
SCALE: 3/4" = l'-0"
(NAIL FIN MOUNT CONDITION)
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.
al
EXTERIOR ELEVATION:
SINGLE WINDOW
SCALE: 3/4" = l'-0"
(FRAME SCREW AND CLIP
MOUNT CONDITION)
ALLOWABLE DESIGN PRESSURE
+/-50. PSF
ANCHORISUBSMTE EVALUATION NOTE:
ALL ANCHORS IN THEIR SPECIFIED SUBSTRATES
HAVE BEEN ANALYZED IN ACCORDANCE WITH
THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE CAPABLE OF SUPPORTING ALL LOADS
IMPOSED ON THEM UNDER THE GUIDELINES OF
THIS DOCUMENT. ANY SUBSTRATES OR
CONDITIONS OUTSIDE OF WHAT IS SHOWN
HERE -IN SHALL BE SUBJECT TO JOB SPECIFIC
ENGINEER'S REVIEW & CERTIFICATION.
INSTALLATION NOTE
WHEN NECESSARY, INSTALLATION METHODS MAY
BE MIXED WITH ANY ONE WINDOW SUCH THAT
INDIVIDUAL SIDES OF THE WINDOW MAY USE ONE
OR THE OTHER ANCHOR METHOD (EXAMPLE: SILL
MAY USE FRAME SCREWS METHOD WHILE OTHER
SIDES USE FIN)
CONDITIONS SHOWN IN THIS DRAWING ARE
GOVERNED BY INSTALLATION REQUIREMENTS ONLY.
THE GOVERNING CONDITIONS ON ANY SPECIFIC
PRODUCT SHALL BE THE LESSER OF THOSE
SPECIFIED IN THE PRODUCTS STATE APPROVAL OR
THAT SHOWN IN THESE DRAWINGS.
WN BY: ICHECKED BY-
W.W.S. I W.W.S.
T: DATE:
1=16 I 66/16/21
O
d
z_
O
z
W
J
m
O
d
U
d
(
z
O
z
Ln
W
x
W
V)
z
W
C7
0
La_
SE DRAWINGS ARE APPLICABLE ONLY TO THE PRODUCT [
CIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY
/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY
Y BE USED FOR RATIONAL AND/OR LOCAL APPROVAL
ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER
O �
0cW(m`-
� a, o
� � N
OOa�1n
zo3o
N
W — z m
m N M
J
O
Y
O O
z
00
M
co
zv�nv
C� oL,n
wQ ZL,M
a Wiz^
w_ S&�
L
d ��0
m N0z
0V) domes
O ng
3i() a
SHEET NO.
1 OF 2
44" MAX. FRAME WIDTH
6"
MAX.
16" MAX. O.C.
6" MAS
A2 A3
2 2
a
SIMILAR
j
SIMILAR
A2
PA3
FRAME SCREWS OR
INSTALLATION CLIPS
�AW
2
v WHERE SHOWN. SEE
2
v
"FRAME ANCHOR
REQUIREMENTS
TABLE" ON THIS
Lu
SHEET FOR
=
REQUIREMENTS.
C3
w
O
Of
X
¢
ti
NAIL FIN AND ANCHORING
OF NAIL FIN IS OPTIONAL
&
SHALL NOT ACT AS A
SUBSTITUTE FOR THE FRAME
ANCHORS SPECIFIED.
j
SIMILAR &
OPPOSITE
A2 A3
2 2
al
EXTERIOR ELEVATION:
SINGLE WINDOW
SCALE: 3/4" = l'-0"
(FRAME SCREW AND CLIP
MOUNT CONDITION)
ALLOWABLE DESIGN PRESSURE
+/-50. PSF
ANCHORISUBSMTE EVALUATION NOTE:
ALL ANCHORS IN THEIR SPECIFIED SUBSTRATES
HAVE BEEN ANALYZED IN ACCORDANCE WITH
THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE CAPABLE OF SUPPORTING ALL LOADS
IMPOSED ON THEM UNDER THE GUIDELINES OF
THIS DOCUMENT. ANY SUBSTRATES OR
CONDITIONS OUTSIDE OF WHAT IS SHOWN
HERE -IN SHALL BE SUBJECT TO JOB SPECIFIC
ENGINEER'S REVIEW & CERTIFICATION.
INSTALLATION NOTE
WHEN NECESSARY, INSTALLATION METHODS MAY
BE MIXED WITH ANY ONE WINDOW SUCH THAT
INDIVIDUAL SIDES OF THE WINDOW MAY USE ONE
OR THE OTHER ANCHOR METHOD (EXAMPLE: SILL
MAY USE FRAME SCREWS METHOD WHILE OTHER
SIDES USE FIN)
CONDITIONS SHOWN IN THIS DRAWING ARE
GOVERNED BY INSTALLATION REQUIREMENTS ONLY.
THE GOVERNING CONDITIONS ON ANY SPECIFIC
PRODUCT SHALL BE THE LESSER OF THOSE
SPECIFIED IN THE PRODUCTS STATE APPROVAL OR
THAT SHOWN IN THESE DRAWINGS.
WN BY: ICHECKED BY-
W.W.S. I W.W.S.
T: DATE:
1=16 I 66/16/21
O
d
z_
O
z
W
J
m
O
d
U
d
(
z
O
z
Ln
W
x
W
V)
z
W
C7
0
La_
SE DRAWINGS ARE APPLICABLE ONLY TO THE PRODUCT [
CIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY
/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY
Y BE USED FOR RATIONAL AND/OR LOCAL APPROVAL
ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER
O �
0cW(m`-
� a, o
� � N
OOa�1n
zo3o
N
W — z m
m N M
J
O
Y
O O
z
00
M
co
zv�nv
C� oL,n
wQ ZL,M
a Wiz^
w_ S&�
L
d ��0
m N0z
0V) domes
O ng
3i() a
SHEET NO.
1 OF 2
SEALANT BY OTHERS FIN FASTENER FRAME SCREW
BEHIND NAIL FIN PER ELEVATION PER ELEVATION
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
a...� PER "FRAME ANCHOR .. 'a'..
• � •, •: PER "FRAME ANCHOR
REQUIREMENTS TABLE" REQUIREMENTS TABLE"
NAIL 3/8" MAX. OPTIONAL 3/8" MAX.
FIN SHIM AS NAIL FIN - SHIM AS
REQ'D MAY BE REQ'D
REMOVED
SEALANT OTHERS BY❑p�]�p❑� ❑ SEALANT BY❑p� Q ❑
zo OTHERS zo 5.875"
❑ Q v> ❑ V) SCREW LOCATION SHALL BE IN
W W ONE OF THESE HOLES
EXTERIOR c3pnQa E=== LJ EXTERIOR H01=100E==w
71
Off(� 0 O o 0 1"
0.06"
SECTION Al SECTION A2
SCALE: 3/4 FULL 2 SCALE: 3/4 FULL 2 (D INSTALLATION CLIP
(NAIL FIN MOUNT) (FRAME SCREW MOUNT) MIN. 50 KSI GALV. STEEL
SUBSTRATE BY OTHERS CLIP SCREW PER ANCHOR
PER FRAME ANCHOR REQUIREMENTS TABLE (1 FRAME SCREW PER
REQUIREMENTS TABLE" ELEVATION & "FRAME
PER -CLIP). CONTINUOUS WOOD MEMBER LESS IN THICKNESS
• : ` -. - .• - ,- : ; ," ;' a :: � • d_ ANCHOR REQUIREMENTS
OPTIONAL THAN A 2X_ BUCK TO BE MIN, 3 1/2" DEEP TABLE"
NAIL FIN (NOT REQUIRED WHEN SHIM SPACE IS WITHIN
ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SUBSTRATE BY OTHERS
MAY BE 3/8" MAX. NAIL OR SCREW TO SUBSTRATE AS REQUIRED TO
REMOVED SHIM AS POSITION AND SECURE IN PLACE. REQUIREMENTS TABLE"
REQ'D PER "FRAME ANCHOR
__..[
SEALANT BY or
OTHERS
❑ t.
OTHERS
Z
V) SEALANT
O
z
OTHERS ERS ❑0 �'o � ❑
o0 ❑ao 1 0
EXTERIOR U
❑0=00 MAY BEND OR TRIM w
�OF---I CLIP EXCESS AS a
ill EXTERIOR o0 mo
REQUIRED WITHIN
D OF'SCREW + E10=00
0=0
NO. 8 X 3/4" SMS u
SECTION SCREW (1 PER CLIP) D
A3
SCALE: 3/4 FULL 2
OPTIONAL DIRECT MOUNT DETAIL
(INSTALLATION CLIP MOUNT) TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME)
NN BY:
W.W.S.
1=16
O7
0
0
z
z
D
w
J
m
D
0
0
v
IL
I
z
0
z
w
ER
w
cn
H
z
w
0
w
0
;KED BY.
W.W.S.
6/16/21
V)
0_
o
owMo
Lo
0�6;
owQ
zoo
3�z�v
Ld
m
0
Y
C.0 o
z o0
�� m
Lu a
Z`I N
Z Q 2 W h
Wa �En
wo o�m
WZ m�N
_F-, Omz
NVD oho
zv)W .3mm
z
N�00 a
Z
C �S
SHEET NO.
2 OF 2