967 CAMELIA ST-TRUSS REPAIR & RE-ROOF o\ Permit Reviews
City of Atlantic Beach ..
Permit Number: RES18-0014 Description: replace damaged trusses&complete re-roof
Applied: 1/16/2018 Approved: 1/22/2018 Site Address: 967 CAMELIA ST
Issued: 1/25/2018 Finaled:3/22/2018 City,State Zip Code: ATLANTIC BEACH, FL 32233
Status: FINALED Applicant: <NONE>
Parent Permit: Owner: PASSAFARO ANGELA M
Parent Project: Contractor: <NONE>
Details:
LIST OF REVIEWS
SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS
DATE
Review Group:AUTO
1/16/2018 1/16/2018 SUBMITTAL Jennifer Johnston APPROVED
COMPLETENESS W/CONDITIONS
Notes:
1/16/2018 1/22/2018 1/26/2018 BUILDING Building APPROVED
Notes:
Printed:Tuesday,08 January, 2019 1 of 1 •
DESIGN .CRITERIA AND LOADS LEGEND AND FRAMING NOTES.
Building Code INTERIOR ROOF LOAD BEARING WALL
5th Edition (2014) Florida Building, Residential, Existing Codes
Code for Design Loads STRUCTURAL WOOD BEAM
ASCE / SEI 7-10
t
Construction Type �, O R A C L
REPAIR INTERIOR FLOOR LOAD BEARING WALL. NO ATC REQUIRED. Y2 x 6
Repair Area (°10 of Gross) EMBED ANCHORS WITH WASHERS @ 48" O.C.
NC! N E 6 i I "�
(UNO) UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
i
15%
EOR ENGINEER OF RECORD
ORACLE Engineering g &
ROOF LOADING (Cd= 1.25)
Hu
Construction Services,
TOP CHORD LIVE LOAD " 20 psf HEADER FRAMING I N G Inc.
TOP CHORD DEAD LOAD 10 psf
i
BOTTOM CHORD LIVE LOAD " 10 psf 2 2 x 6 - 1 / 2 HEADER/BEAM CALL -OUT
O 2714 Saint Johns Ave
BOTTOM CHORD DEAD LOAD 5 psf NUMBER OF KING STUDS EACH SIDE OF OPENING Jacksonville, FL 32205
BOTTOM CHORD LIVE LOAD (STORAGE)" 20 psf
NUMBER OF JACK STUDS EACH SIDE OF OPENING (904) 518-5000
" CONCURRENTLY LOADED LIVE LOADS MAY BE REDUCED SIZE OF HEADER MATERIAL (NO.2 SYP)
PER FBC 1605.3.1.1 NUMBER OF PLIES IN HEADER I FL Cert. Of Au th. No.:
** WHERE 2 OR MORE ADJACENT TRUSSES ARE CAPABLE OF
ACCOMODATING 24"x42" BOX WITHIN PLANE OF TRUSS. • ALL HEADER JACK AND KING STUS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d I 30597
COMMON @ 8' O.C. STAGGERED. l
i
TRUSS DEFLECTION CRITERIA • TOP PLATE TO HEADER CONNECTION (ONE OF THE FOLLOWING):
ROOF TRUSS/RAFTER - NO CONNECTION FOR HEADERS LES THAN 36"
LU240 SPH W/ (12)1Od x 1-Y2" @ 32" O.C. OR
TU180 -DSP W/ (14) 1 O COMMON @ 16" (5-C7 OR
-FASTEN TRUSS DIRECTLY TO HEADER W/ MTS OR HTS W/ (14) 10d x 1-i2" (OR
EQUAL APPROVED BY EOR)
I
= • WINDOW OPENINGS 4' AND GREATER REQUIRE Y" ANCHOR BOLTS OR REDHEADS W/ 14/" DIA F
WIND LOADING (Cd 1.fi0) " 2 2 i
WASHERS AT 48 (MAX) ON CENTER UNDER WINDOW CONNECTION BOTTOM PLATE TO SLAB.
ASCE 7-10, 3 SEC. GUST
ULTIMATE DESIGN WIND SPEED, Vult 130 mph • IF HEADER NOT SPECIFIED, CONTACT ENG
NOMINAL DESIGN WIND SPEED,' 101 mph ENGINEER OF RECORD
EXPOSURE CATEGORY asd C Openings 111 i 6' S . OPENINGS IN 2x4 STUD WALLS RISK CATEGORY 11 P 9 LS GREATER THAN 6' REQUIRE A (2) 2x4 NO.2 SPF PLANK ORIENTED PLATE
ENCLOSURE CLASSIFICATION ENCLOSED (2X4 Wells) DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE -NAILS AT EACH END
INTERNAL PRESSURE COEFF 0.18
C&C DESIGN PRESSURES SEE TABLES 1, 2 & 3«*.
Openings > $ 8' • OPENINGS IN 2x6 STUD WALLS GREATER THAN REQUIRE A (2) 2x6 N0.2 SPF PLANK ORIENTED PLATE
FT I
MEAN ROOF HEIGHT 30 . (MAX)
DIRECTLY ABOVEAND BELOW THE OPENING W/(8)12d COMMON TOE -NAILS AT EACH END
ROOF ANGLE O 26.6° (6:12)2) (2X6 We��S)
i
**" VALUES SHOWN IN TABLES 1, 2 AND 3 BELOW INCLUDE THE I
0.6 LOAD REDUCTION FACTOR FOR ALLOWABLE STRESS DESIGN
ASD IN ACCORDANCE WITH THE 5th EDITION 2014 FBC
R301.2.1.6. NO FURTHER REDUCTIONS ARE PERMITTED. TABLE 2: NAIL SIZE LEGEND
FEMA FLOOD INFORMATION PER FBC 1603.1.7
FIRM MAP ITEM ID 12031 CO408H
EFFECTIVE DATE JUNE 3, 2013
FLOOD ZONE X - SHADED
TABLE 1 COMPONENT AND
CLADDING DESIGN PRESSURES
r- J(–RO—O_F-
Q LJ , m
ITABLE 3: FASTENERS IN TREATED LUMBER 0"
U
Zone
signation
DIAMETER
LENGTH
8d COMMON
0.131"
2-Y"
8dRINGSHANK
0.120"
2-Y2'
I Od x 1-Y2"
0.148"
1-Y2"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-Y4"
16d SINKER
0.148"
.-3-y4'.
16d COMMON
0.162"
3-Y2',
r- J(–RO—O_F-
Q LJ , m
ITABLE 3: FASTENERS IN TREATED LUMBER 0"
U
Zone
signation
Interior Zone
ACQ & NON
CONNECTORS MUST HAVE Z -MAX, G120 OR TRIPLE ZINC COATED FINISH.
Interior Zone
LEffective
End Zone
Comer Zone
STANDARD FINISH IS ACCEPTABLE (UNO)
(psf)
(pso
(psfi
REQUIRED.
AFF ABOVE 'FINISHED FLOOR
H.
HB HOSE BIB
HS HORIZONTAL SLIDER
Wind Area
11 - 20 sq, ft.
0 -10 sq. ft. +18 -28
+18 -49
+18 -72
L
11 - 20 sq. ft. +16 -27
-33
+16 -45
+16 -67
21 50 ft +14 -26
+14 -40
+14 -61
CABS CABINETS
PRESERVATIVE
Interior Zone
ACQ & NON
CONNECTORS MUST HAVE Z -MAX, G120 OR TRIPLE ZINC COATED FINISH.
-DOT
BORATE
ALL FASTENERS MUST BE HOT DIPPED GALVANIZED.
SODIUM BORATE
STANDARD FINISH IS ACCEPTABLE (UNO)
ACZA
NOT RECOMMENDED. STAINLESS CONNECTORS AND FASTENERS
NAILS
REQUIRED.
(J') Q z
Q
Q <tw_
_J m F-
U) LLI Q
U� U
�C 1-=
ABBREVIATIONSQ Uz I I
o
In Q
- sq.
Interior Zone
ABV ABOVE
End Zone
l'-
51 -100 sq. ft. +12 -25 +12 -36 +12 -57a
a
Y
AC AIR CONDITIONER
(psf)
d� Q U
NAILS
ROOF OVERHANG
AFF ABOVE 'FINISHED FLOOR
H.
HB HOSE BIB
HS HORIZONTAL SLIDER
Wind Area
11 - 20 sq, ft.
Structural
Summar
AHU AIR HANDLER UNIT
21 - 50 sq. ft.
L
^�- /� _
TABLE 2 COMPONENT AND • INSTALL COMMON NAILS UNLE$S:OTHERWISESPECIFIED
-33
BF BIFOLD DOORS
BILK BLOCK
-41
�
• COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS SHALL CONFORM TO THE NOMINAL SIZES
SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS BEFORE APPLICATION OF
-32
CABS CABINETS
-38
U.l J.CLADDING
- �PRESSURES
-30
CL CEILING LINE
-35
51 -100 sq. ft.
PROTECTIVE COATING. ,-'''
WALL • WHEN A BORED HOLE ISREQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER
_
CLG CEILING
-32
(n
.r Z
�'
._.: � ..�_ °
PENETRATION THE BORED HOLE SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER
-26
CHR CHAIR RAIL
-26
�, 0 � 0
Zone
Interior Zone
FR FRENCH DOOR
End Zone
Designation
(psf)
a
Y
FXD FIXED
FXT FIXTURE
g. GALLON -
GLS GLASS
(psf)
Effective
SHEET NO.:
S —_
ROOF OVERHANG
0 -10 sq. ft.
H.
HB HOSE BIB
HS HORIZONTAL SLIDER
Wind Area
11 - 20 sq, ft.
Structural
Summar
-86
21 - 50 sq. ft.
0 -10 sq. ft.
+31
-33
+31
-41
11 - 20 sq. ft.
+29
-32
+29
-38
21 - 50 sq. ft.
+28
-30
+28
-35
51 -100 sq. ft.
+26
-29
+26
-32
101 - 500 sq. ft.
+23
-26
+23
-26
• THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS COFF COFFERED O'< 0 =
LISTED IN TABLE 2 BELOWGOL COLUMN _ Z E..
C)M -® w
COMP COMPRESSORV 0 v
CRN CROWN MOULDING w
CVAC CENTRAL VACUUM SYSTEM C] Z o ZZ
DBL DOUBLE d e£ u_
DIAG DIAGONAL U � 0 1
DR DOOR M <t t: a
DRY DRYER SPACE P ACE O U. tL CC w
���*
DW DISHWASHER Q >. a CCM
EB EYEBROW 1t1 t to Mp
FL FLOOR LINE (MAT ' CHANGE) i.} N C3
FLR FLOOR RCcc us
FP FIREPLACE 1, E
Zone
}
FR FRENCH DOOR
Designation
Imo• QC
TABLE 3 COMPONENT AND
CLADDING DESIGN PRESSURES
a
Y
FXD FIXED
FXT FIXTURE
g. GALLON -
GLS GLASS
(psfl
Wind Area
SHEET NO.:
S —_
ROOF OVERHANG
0 -10 sq. ft.
H.
HB HOSE BIB
HS HORIZONTAL SLIDER
-96
11 - 20 sq, ft.
Structural
Summar
Zone
KS KNEE SPACE
Designation
End Zone
Corner Zone
Effective
(psf)
(psfl
Wind Area
u
R&S CLOTHES ROD and SHELF
0 -10 sq. ft.
-57
-96
11 - 20 sq, ft.
-57
-86
21 - 50 sq. ft.
-57
-74
51-100 sq. ft.
-57
-65
KS KNEE SPACE
Y
LAV LAVATORY
JOB NO.:
u
R&S CLOTHES ROD and SHELF
LT LAUNDRY TUB
MRBL MARBLE
1740
MC MEDICINE CABINET
MIR MIRROR
REF REFRIGERATOR SPACE
RV RECREATIONAL VEHICLE
SUBDIVISION:
DESIGNED:
MTL METAL
OH OVERHANG
SD SOAP DISH
SDLTS SIDE LIGHTS
OHC OVERHEAD CABS
AFL
REVIEWED:
AFL
r-
OHD OVERHEAD DOOR (GARAGE)
OPNG OPENING
LOT NO.:
k.
SGD, SLIDING GLASS DOOR
SH SINGLE HUNG
OPT , OPTIONAL
ORV OPEN ROOF VENT
ADDRESS.
PKT POCKET DOOR -
u
R&S CLOTHES ROD and SHELF
REF REFRIGERATOR SPACE
RV RECREATIONAL VEHICLE
DESIGNED:
SD SOAP DISH
SDLTS SIDE LIGHTS
AFL
REVIEWED:
AFL
r-
k.
SGD, SLIDING GLASS DOOR
SH SINGLE HUNG
_
SHV SHELVES
REVISIONS DATE
WORK AREA
EX. BUILDING
(2nd LEVEL)
a (tya.)
7- END ZONE
DESIGNATION
a = 3.3 FT
-
SMD SMOKE DETECTOR
SOAP- SOAP DISH
TB TOWEL BAR
TH TOP HINGED
TPH TOILET PAPER. HOLDER
T&S TUB and SHOWER
TEMP TEMPERED
TOB TOP OF BLOCK (CMU)
TR TRANSOMS
UNO UNLESS NOTED OTHERWISE
VLT VAULT
VOL VOLUME
WC WATER CLOSET
WD WOOD
l,$alsga
am s
a No. ?Q
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WNCT WAINSCOT
WS WATER SOFTENER
WSH WASHER SPACE
ANDRES F. LOPERA
PE # 70791
12/11/2017
NEW TRUSSES SHALL BE DESIGNED AND NEW E OUTLOOKERS SHALL BE INST LLED 9. ALL DIMENSIONS SHOWN 'SHALL BE FIELD VERIFIED BY THE
DETAILED PER SHEET S-5 ANDFOR NEW GABLE TRUSS, PER "GALE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
TRUEHOUSE SHOP DRAWINGS DATED DETAIL,"SHEET S-6.
10; IF ADDITIONAL SPLITS, CRACKS OR FRACTURES ARE FOUND
3/02/2016.
ON EXISTING TRUSSES OUTSIDE OF THE SHOWN SCOPE OF
WORK, CONTRACTOR SHALL CONTACT E.O.R. FOR SITE VISIT,
NOTE FOR TRUSS T04:
SCAB NEW 2x4x48" LONG
No.2 SYP TO EX. TRUSS ►'�
SCAB w/(2) ROWS 10d N U
COMMON AT 6" O.C. N Q
LiJ
CUT AND REMOVE 16,, 4'-0" Q Ld m
LONG OVERHANGS FROM III
TRUSSES, AS SHOWN � � " U
EX. GABLE T GE03 EX. GABLE E03 T SCAB NEW 2x4x48" Q I-- = 1=-
LONG No.2 SYP TO C U Z
\ i EX. TRUSS TOP �-- < Q
EX. TSS (T05) T (T05) CHORD w/(2) ROWS Q T
�� EX. SS — 10d COMMON AT 6» ( f..) W m
0. C. _
U
EX. T SS (T06) _ L EX. T SS (T06 0 I— �-
9 CLG. '�� \ I I '_" I Q �C U Z 0
Q d
MA. BA. I (_0 F-
0-) <C U
9' CLG. N I (
EX. 030 L
G LK \
CUT AND ' REMOVE EX
` \ I TRUSS GE01 AND EX.
7-00 O 0 . TRUSS T03 L0_ 0 NEW TRUSSES P
y SES ER NOTE
ABOVE
OTEABOVE AND SHEET S-5.
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BED 2
I, I I W
1 0
CLG. L LL.. N
EX. 3050 ¢ I
SH o I I- r �
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Cr
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OFFICE GOP
X X X IX IW W t
W I W SWI W Z Z'f
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w i
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9 CLG. EX. I SHEET NO.:
2020
SH \ S-2
i I ( ( Floor Plan
I
Truss Plan
\ 1 JOB NO.:
17_40
`I SUBDIVISION:
N
BED 3 I i�'� •�
9' CLG. I I LOT NO.:
ADDRESS:
L.L
r DESIGNED:
AFL
EX. (2) 3050
SH
REVIEWED:
AFL
REVISIONS
DATE
ell -
PARTIAL 2nd PARTIAL PARTIAL
i .
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99 � 9 99 99 9 99z. ����'�
99 V_0" O R PLAN EX. 1 4 1 � TRUSS PLAN EX. 1 4 �- 1 � TRUSS PAil -E� 0 / � VIEW 1 4
OF t
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ANDRES F. LOPERA
PE # 70791
12/11/2017
i
LEGEND: GENERAL PLAN NOTES:
1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE
r7 -7 N SHEETS -1.
DEMO COMPONENT
NO2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD.
3. SIMPSON ACRYLIC—TIE ADHESIVE SHALL BE USED IN ALL
DRILLED AND EPDXIED CONNECTIONS TO CONCRETE.
O
A C L
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING
STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A
ENG 6 N E E R I
HOLE k6" GREATER THAN THE DIAMETER OF THE ANCHOR.
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR
ORACLE Engineering &
PROPER INSTALLATION.
Construction Services,
Inc.
4. FASTEN ALL MULTI -PLY STUD COLUMNS UNDER
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON ® 8" A.C.
2714 Saint Johns Ave
STAGGERED.
Jacksonville, FL 32205
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR
(904) 518-5000
DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE
SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND ARE TO BEDESIGNED AND DETAILED
FL Cert. of Auth. No.:
BY OTHER. _
I
30597
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING
SCHEDULE.
7. ALL WATERPROOFING AND FLASHING DETAILS TO BE
DESIGNED AND DETAILED BY OTHERS.
I
• 8. ALL MECHANICAL, ELECTRICAL AND PLUMBING REPAIRS TO
NOTE FOR TRUSS GE01 AND T03. NOTE FOR OUTLOOKERS•
BE DESIGNED AND DETAILED BY OTHERS
NEW TRUSSES SHALL BE DESIGNED AND NEW E OUTLOOKERS SHALL BE INST LLED 9. ALL DIMENSIONS SHOWN 'SHALL BE FIELD VERIFIED BY THE
DETAILED PER SHEET S-5 ANDFOR NEW GABLE TRUSS, PER "GALE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
TRUEHOUSE SHOP DRAWINGS DATED DETAIL,"SHEET S-6.
10; IF ADDITIONAL SPLITS, CRACKS OR FRACTURES ARE FOUND
3/02/2016.
ON EXISTING TRUSSES OUTSIDE OF THE SHOWN SCOPE OF
WORK, CONTRACTOR SHALL CONTACT E.O.R. FOR SITE VISIT,
NOTE FOR TRUSS T04:
SCAB NEW 2x4x48" LONG
No.2 SYP TO EX. TRUSS ►'�
SCAB w/(2) ROWS 10d N U
COMMON AT 6" O.C. N Q
LiJ
CUT AND REMOVE 16,, 4'-0" Q Ld m
LONG OVERHANGS FROM III
TRUSSES, AS SHOWN � � " U
EX. GABLE T GE03 EX. GABLE E03 T SCAB NEW 2x4x48" Q I-- = 1=-
LONG No.2 SYP TO C U Z
\ i EX. TRUSS TOP �-- < Q
EX. TSS (T05) T (T05) CHORD w/(2) ROWS Q T
�� EX. SS — 10d COMMON AT 6» ( f..) W m
0. C. _
U
EX. T SS (T06) _ L EX. T SS (T06 0 I— �-
9 CLG. '�� \ I I '_" I Q �C U Z 0
Q d
MA. BA. I (_0 F-
0-) <C U
9' CLG. N I (
EX. 030 L
G LK \
CUT AND ' REMOVE EX
` \ I TRUSS GE01 AND EX.
7-00 O 0 . TRUSS T03 L0_ 0 NEW TRUSSES P
y SES ER NOTE
ABOVE
OTEABOVE AND SHEET S-5.
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BED 2
I, I I W
1 0
CLG. L LL.. N
EX. 3050 ¢ I
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X X X IX IW W t
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2020
SH \ S-2
i I ( ( Floor Plan
I
Truss Plan
\ 1 JOB NO.:
17_40
`I SUBDIVISION:
N
BED 3 I i�'� •�
9' CLG. I I LOT NO.:
ADDRESS:
L.L
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AFL
EX. (2) 3050
SH
REVIEWED:
AFL
REVISIONS
DATE
ell -
PARTIAL 2nd PARTIAL PARTIAL
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99 � 9 99 99 9 99z. ����'�
99 V_0" O R PLAN EX. 1 4 1 � TRUSS PLAN EX. 1 4 �- 1 � TRUSS PAil -E� 0 / � VIEW 1 4
OF t
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ANDRES F. LOPERA
PE # 70791
12/11/2017
9. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
10. IF ADDITIONAL SPLITS, CRACKS OR FRACTURES ARE FOUND
ON EXISTING TRUSSES OUTSIDE OF THE SHOWN SCOPE OF
WORK, CONTRACTOR SHALL CONTACT E.O.R. FOR SITE VISIT.
II
i,
O.C.
SPACING
LUMBER SIZE
2x6 I 2X8
LEGLND: GENERAL PLAN NOTES:
14'-5" 18'-3"
16"
12'-6" 15'-10"
24"
1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, "SEE
20 LL/15 DL No.2 SYP
3'-0" OVER
F SHEET S-1.
HANG a
HANG Q
I� \N
DEMO COMPONENT 2. IF HEADER NOT. SPECIFIED, CONTACT ENGINEER RECORD.
1, 0„
z
'w
\ OF
=0w
OVERHANG
3. SIMPSON ACRYLIC—TIE- ADHESIVE SHALL BE USED IN ALL
DRILLED AND EPDXIED CONNECTIONS TO CONCRETE.
�.A (2 L E
ANCHOR BOLT,. THREADED ROD, OR DOWELED REINFORCING
i
7. COI
STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A
N G I N E E R IN G
HOLE X6" GREATER THAN THE DIAMETER OF THE ANCHOR.
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR
ORACLE Engineering &
011
is 011
PROPER INSTALLATION.
Construction Services,
z
\ ` I OVER d
\ I HANG
Inc.
W
0 Ld m
4. FASTEN ALL MULTI -PLY STUD COLUMNS UNDER
\
>
d cr
I >
LL
n/
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON 0 8" O.C.
2714 Saint Johns Ave
\ I CF_
STAGGERED.
Jacksonville, FL 32205
5.ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR
904 518-5000
5 00
U/ C)
DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE
w I \ I
w
SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE
\ I
CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED
FL Cert. of Auth. No.:
V) I
BY OTHER:
30597
<
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
� \ I
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING
Q F _
U z 0
SCHEDULE.
\
ec-
7. ALL WATERPROOFING AND FLASHING H1NG DETAI LS TO BE
II
DESIGNED AND DETAILED Y
D D LED B OTHERS.
8. ALL MECHANICAL, ELECTRICAL AND PLUMBING REPAIRS TO
L
O-)<C)
BE DESIGNED AND DETAILED BY OTHERS.
NOTE:
9. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
10. IF ADDITIONAL SPLITS, CRACKS OR FRACTURES ARE FOUND
ON EXISTING TRUSSES OUTSIDE OF THE SHOWN SCOPE OF
WORK, CONTRACTOR SHALL CONTACT E.O.R. FOR SITE VISIT.
II
i,
O.C.
SPACING
LUMBER SIZE
2x6 I 2X8
12"' `
14'-5" 18'-3"
16"
12'-6" 15'-10"
24"
OVER
20 LL/15 DL No.2 SYP
3'-0" OVER
HANG a
HANG Q
1, 0„
z
'w
=0w
OVERHANG
o
i
7. COI
r CO
011
is 011
z
\ ` I OVER d
\ I HANG
OVER
HANG z
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1 \ CUT AND REMOVE EX.
I
NEW ROOF SHEATHING, _
\ ROOFI
SHEATH NG, AS
P T A T
PER YP WALL SECTIONS,
SHOWN
SHEET S-6
�I
EX. RIDGE ( �\ \ ` I
EX. RIDGE 4
I
I� \
I \
i
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EX. GABLE I EX GABLE
OVER—FRAMED RAFTER
SPAN SCHEDULE
O.C.
SPACING
LUMBER SIZE
2x6 I 2X8
12"' `
14'-5" 18'-3"
16"
12'-6" 15'-10"
24"
10'-2" 12'-11"
20 LL/15 DL No.2 SYP
S� j I
Sheathing Plan
JOB NO.:
17_40
SUBDIVISION:
5, 0„
LOT NO.:
EX. GABLE z EX. GABLE Z
ADDRESS:
DESIGNED:
AFL
REVIEWED:
AFL
REVISIONS DATE
M l�f P
PARTIAL R00� PARTIAL MUUr h� � f0✓91
97 99 9 99 Y
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12/11/2017
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ADDRESS:
DESIGNED:
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REVIEWED:
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REVISIONS DATE
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LEGEND: GENERAL PLAN NOTE.S.
�
1• FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE
(« SHEET S-1.
\\ \
DEMO COMPONENT \\ '� ENT 2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD.
3. SIMPSON ACRYLIC -TIE ADHESIVE SHALL BE USED IN ALL
DRILLED AND EPDXIED CONNECTIONS TO CONCRETE.
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING RACLE
STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A N G I N F E A : N
HOLE Y,&" GREATER THAN THE DIAMETER OF THE ANCHOR.
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR ORACLE Engineering
PROPER INSTALLATION. Construction Services,
Inc.
4. FASTEN ALL MULTI -PLY STUD COLUMNS UNDER
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON ® 8„ O.C.
STAGGERED. 2714 Saint Johns Ave
Jacksonville, FL 32205
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR904
DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE ( ) 518-5000
000
SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED FL Cert. of Auth. No.:
CUT AND REMOVE SECTION BY OTHER. 30597
48•. OF EX. TRUSS TOP CHORD,
1 Z AS SHOWN 6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
6 FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING
SCHEDULE.
7. ALL WATERPROOFING AND FLASHING DETAILS TO BE
DESIGNED AND DETAILED BY OTHERS.
III i
8. ALL MECHANICAL, ELECTRICAL AND PLUMBING REPAIRS TO
BE DESIGNED AND DETAILED BY OTHERS.
I
9. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO THE STAT FCONSTRUCTION.
i E R 0
10 IF ADDITIONAL SPLITS, TS CRACKS OR FRACTURES ARE FOUND
UN
D
ON EXISTING TRUSSES OUTSIDE OF THE SHOWN SCOPE OF
FRONT RIGHT WORK, CONTRACTOR SHALL CONTACT E.O.R. FOR SITE VISIT.
(WES T WEST
EX. DOUBLE EX. HANGER CONNECTION EX. (2) PLY GIRDER TRUSS
TOP_ PLATE TO EX. TRUSS
99 V_0"
N =N EX. TRUSS T04 DEMO 1 4
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INSTALL NEW 2x4x4'-0
No.2 SYP SCAB TO BOTH
FACES OF NEW SCRIBE AND
TO EX. P CHORD w
TO C 0 D /(2)
I
` ROWS OF SDS 1/4"0 x 6
„
LONG SCREWS AT 6 O.C.
PRE DRfLLED
( ) FI COPY
SCRIBE IN NEW No.2 SYP
12
2x4x4 -O LONG
SHEET NO.:
6_4
S i
NEW 3/4" PLYWOOD
J
GUSSET TO BOTH FACES
OF TRUSS w/(1) ROW OF TC"USS Details
1 O x 1 1/2 AT 6,, O.C., 1-
I
o STAGGERED TO EACH JOB NO.:
MEMBER. 17_40
K SUBDIVISION:
FRONT:... 40-0" RIGHT LOT NO.:
WEST(WEST)ADDRESS:
EX. DOUBLE EX. HANGER CONNECTION EX. (2) PLY GIRDER TRUSS DESIGNED:
TOP PLATE TO EX. TRUSS
, AFL
REVIEWED:
AFL
REVISIONS DATE
it
99 V_0"
EX. TRUSS Tao — REPAIR 1 4
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PE # 70791
12/11/2017
2/ /2017
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GEN RA P r.
LEGEND. E L LAN NOTES.
1. FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE
(« SHEET S-1.
DEMO COMPONENT 2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD.
3. SIMPSON ACRYLIC—TIE ADHESIVE SHALL BE USED IN ALL
DRILLED AND EPDXIED CONNECTIONS TO CONCRETE.
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING N [ N R N
STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A
NOTE FOR TRUSS GE01 AND T03: HOLE Ys GREATER THAN THE DIAMETER OF THE ANCHOR.
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR ORACLE Engineering Sc
PROPER INSTALLATION. Construction Services,
Inca
4. FASTEN ALL MULTI—PLY STUD COLUMNS UNDER
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON @ 8" O.C. 2714 Saint Johns Ave
STAGGERED.
Jacksonville, FL 32205
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR (904) 518-5000
DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE
SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE FL Cert. of AUth. No.:
CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED
BY OTHER. 30597
i
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
OFFICE COPY
FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING
SCHEDULE.
7. ALL WATERPROOFING AND FLASHING DETAILS TO BE
SHEET NO.:
�I
,f
DESIGNED AND DETAILED BY OTHERS.
II
g
�
i
8. ALL MECHANICAL, ELECTRICAL AND PLUMBING REPAIRS TO
Truss Details
BE DESIGNED AND DETAILED BY OTHERS.
i
JOB NO.:
9. ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
1740
7 0
FRONT
RIGHT
SUBDIVISION:
(WESIJ
10. IF ADDITIONAL SPLITS, CRACKS OR FRACTURES ARE FOUND
ON EXISTING TRUSSES OUTSIDE OF THE SHOWN SCOPE OF
WEST
WEST)
- WORK, CONTRACTOR SHALL CONTACT E.O.R. FOR SITE VISIT.
29'-9,,
TRUSS GE01
99 9 9
1 Z4 = 1 -09
EX. (1) PLY GIRDER TRUSS NEW HUS26 HANGER
NEW HUS26 HANGER EX: (2) PLY GIRDER TRUSS
,
LOT NO.: '
CONNECTION TO EX. TRUSS
CONNECTION TO EX. TRUSS
ADDRESS:
III
N
10-0
91-91,10-0
DESIGNED:
Q
W
291-9"
0 W1m
REVIEWED:
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REVISIONS
DATE
LL_
TRUSS T03
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1/4 1- 099
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OFFICE COPY
SHEET NO.:
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Truss Details
JOB NO.:
s
x
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7 0
FRONT
RIGHT a
SUBDIVISION:
WEST)
(WE,-,)
EX. (1) PLY GIRDER TRUSS NEW HUS26 HANGER
NEW HUS26 HANGER EX: (2) PLY GIRDER TRUSS
LOT NO.: '
CONNECTION TO EX. TRUSS
CONNECTION TO EX. TRUSS
ADDRESS:
III
10-0
91-91,10-0
DESIGNED:
AFL
291-9"
REVIEWED:
I
AFL
REVISIONS
DATE
TRUSS T03
99 9
1/4 1- 099
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ANDRES F. LOPERA
PE # 70791
12/11/2017
NEW MIN. 7/16 24/16 APA RATED ROOF
i
it
SHEATHING AT REPAIR AREAS, INSTALLED
W/LONG DIMENSION PERPENDICULAR TO A
SUPPORTS W/ 8d RINGSHANKS: E N G I N E E R I IN G
6" O.C. AT PANEL EDGES, 12„
O.C. AT INTERMEDIATE SUPPORTS ,
ORACLE Engineering &
4" O.C. (EDGE AND FIELD) AT ROOF CORNERS Construction Services
AND EAVES. Inca ,
(BLOCK ALL EDGES AT REPAIRED ROOF
SHEATHING AREAS) 2714 Saint Johns Ave
FIBERGLASS SHINGLE Jacksonville, FL 32205 -
F OVER 1 LAYER
R00
ROOFING
; 4
O�, PRE-ENGINEERED ROOF TRUSSES.
90 518 500
0
7 1 OSB
No. 30 FELT OVER/ 6
I'll OVER PRE—ENG WOOD/F _ (SEE _ �, FL Cert. of Auth. No.:
TRUSSES Cc? 24" OC. PLAN) I 12 30597
(SEE EX. DOUBLE TOP PLATE
PLAN)
UPLIFT CONNECTOR AT EACH
REPAIRED TRUSS I I
(SEE STRUCTURAL SECTION)
IV V;
EX. (2) 2x PLATE #2 SYP
.,..... _ .... EACH REPAIRED OR NEW TRUSS TO TOP
PLATE w/
(1) SIMPSON H2.5A OR (1) SDWC15600
(UPLIFT UP TO 600 Ib.).
ALUMINUM DRIP OVER PT 1x2
/ USE (1) MTS12 FOR 2 -PLY TRUSS
OVER 2x6 SUB -FASCIA NEW R-38 BATT I SULATION.
(MIN. R-30)
EX. WALL SHEATHING
FULLY VENTED VINYL SOFFIT
INSTALLED PER MANUF SPEC NEW 1/2" TYPE ,, ,, or 5/8"
GYPSUM BOARD @ CEILING, AS
i
VINYL J CHANNEL REQUIRED
EX. EXTERIOR WALL STUDS
EX. GYPSUM BOARD, REPAIR AS REQ.
EX. UPLIFT SYSTEM
EX. OSB OVER EX
EX. BOTTOM PLATE
2x_ STUDS PER ENGINEERING EX. INSULATION IN WALLS
N U
EX. FOUNDATION Q
`W
0 L,)Lm
EX. VINYL LAP SIDING OR BRICK - ry
ry U
VENEER SIDING OVER EX. Q ►— = 1=
HOUSE—WRAP
FINISHED- /j�j%%jam < Lj Q
NOTE GRADE\\i/\\�\\�\\�\\i Q m I-_
\\/\\/\\/\\ U Li Q
—qnSEE STRUCTURAL WALL ��/\'�/\//\//\//\ U) U
SECTIONS FOR\/\\�\���\ `� U Z0
CONNECTION TYPES and
DETAILS. Q
EX. UPLIFT SYSTEM y i-
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ONE-STORY TYPICAL STRUCTURAL WALL SECTION
n.
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1
- -- -- v 0
.__W, L111111ii-�Il-i 1 Illillillllliiilll���lllu� -, III, ,���III_I1I-11
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r
OFFICE COPY
_I FASTEN ROOF DECK TO FRAMING
3" O.C. ON EDGE, 6" O.C.
IN
EX. SOD@
FIELD WITH 8d RINGSHANKS
2x4 SYP OUTRIGGER" O,C.
@ 24SHEET NO.:
CLIP TO GABLE TOP CHORD
BLOCK PANEL EDGES
—
WITHIN 4" OF GABLE TRUSS
WITH (1) H5
S-66
— 4. EX. FOUNDATION
ROOF DECK, SEE WALL SECTION BLOCK BETWEEN Details
'A
7 OUTLOOKERS. FASTEN TO
GABLE TOP CHORD W/ 10d
�� JOB NO.:
1-11 rTOE-NAILS @ 8 O.C.
17_40
SUBDIVISION:
GABLE TOP CHORD
2x4 NO.2 SYP X -BRACING L-BRACEN
AT MID SPAN AND 48" O.C. O GABLE VERTICALS
MAX. RUNBACK $ FROM
AS SPECIFIED BY LOT NO.:
TRUSS MANUFACTURER
GABLE. ATTACH TO GABLE
AND TRUSS VERTICALS W/ ADDRESS:
� TYP WALL SECTION
1 1 (2)12d. IF VERTICAL NOT PRESENT.
SCAB FULL HEIGHT VERTICAL
FROM BOTTOM CHORD TO TOP
c — MONOLITHIC FOUNDATION CHORD W/ 4 10d EACH END.
.J (TYP) O DESIGNED:
1 AFL
GABLE TRUSS
10 REVIEWED:
CLIP END OF LATERAL BRACE
AFL
< I
TO GABLE BOT. CHORD WITH
(2) H2.5 W/ (8) 8d
REVISIONS DATE
GABLE BOTTOM CHORD.
FASTEN TO TOP PLATE groo`tII aeeIItac ss€aae,�ynF
w/10d TOE NAILS AT 8" O.C.
I ®,�.•.. ��®e _ , Via,= '
2x4x8' SYP LATERAL
STRAP GABLE TRUSS
I ,.
TO STUD WALL WITH MSTA12
BRACE @ 48' O.C. WITH 8 10d 48" O.C. a
FASTENED TO EACH O @ N c�.O l 7
TRUSS W/ (2) 16d COMMON
STATE OF
asnm ®,..en
GABLE END BRACING bETAIL�-
4
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ANDRES F. LOPERA
PE # 70791
12/11/2017
I
ROOFING PER PLAN
OVER ROOF FELT,
PER PLAN, OVER
ROOF SHEATHING
PER PLAN
METAL VALLEY
FLASHING
ICE &
WATER SHIELD
STRIPL
FLASHING
_
VALLEY FLASHING -
SCALE: 3" = V-0"
METAL POST
VULKEM 351, 950NF, OR 951 N PRIME w/ TREMPRIME
TOP COAT
NON 'POROUS PRIMER
VULKEM 350NF-R OR 360 NF DYMERIC 240FC OR APPROVED
DETAIL COAT TREMCO SEALANT CANT BEAD
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V.
STS
VULKEM TYP. TREATMENT OF METAL POSTS.
FROM TREMCO SEALANTS DRAWING NUMBER DC -11
TYPICAL EXTERIOR FINIS
FACE OF SHEATHING
G.I. "Z" BAR FLASHING
INSTALLED OVER FLASHING
DESCRIBED BELOW
CONT. PT Ix4
METAL FLASHING
INSTALLED ON TO
OF ROOF FELT &
PRIOR TO ROOF -S INGLES OR TILE
SHINGLES PER PLAN OVER ROOF
FELT, PER PLAN, OVER ROOF
SHEATHING PER PLAN. EDGES AND
PENETRATIONS TO BE SEALED w
PLASTIC CEMENT OVER ROOF FELT
OVER ROOF SHEATHING PER PLAN
HEAD WALL FLASHING
(ROOF SLOPE MEETS ALL)
SCALE: 3" = V-0
TYPICAL EXTERIOR FINISH
OVER CHANNEL FLASHING
UNDER BUILDING PAPER
CONT. PT 1x4
ROOFING PER PLAN OVER ROOF `
FELT, PER PLAN, OVER ROOF
SHEATHING PER PLAN. EDGES AND
PENETRATIONS TO BE SEALED w/
PLASTIC CEMENT OVER ROOF FELT
OVER ROOF SHEATHING PER PLAN
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
ONTO HORIZONTAL DECK
EXTERIOR WALL SHEATHING
8" WIDE CONT. ROLL
FLASHING NAILED
TO SIDE OF 1x4 &
FACE OF ROOF
SHEATHING INSTALLED
PRIOR TO ROOF
FELT & SHINGLES
SIDE WALL FLASHING
(ROOF SLOPE PARALLEL TO WALL)
SCALE: 3" = V-0"
RING -SHANK / SCREWED INTO PLACE)
METAL POST
VULKEM 351, 950NF, OR 951 N PRIME w/ TREMPRIME
TOP COAT
NON 'POROUS PRIMER
VULKEM 350NF-R OR 360 NF DYMERIC 240FC OR APPROVED
DETAIL COAT TREMCO SEALANT CANT BEAD
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V.
STS
VULKEM TYP. TREATMENT OF METAL POSTS.
FROM TREMCO SEALANTS DRAWING NUMBER DC -11
TYPICAL EXTERIOR FINIS
FACE OF SHEATHING
G.I. "Z" BAR FLASHING
INSTALLED OVER FLASHING
DESCRIBED BELOW
CONT. PT Ix4
METAL FLASHING
INSTALLED ON TO
OF ROOF FELT &
PRIOR TO ROOF -S INGLES OR TILE
SHINGLES PER PLAN OVER ROOF
FELT, PER PLAN, OVER ROOF
SHEATHING PER PLAN. EDGES AND
PENETRATIONS TO BE SEALED w
PLASTIC CEMENT OVER ROOF FELT
OVER ROOF SHEATHING PER PLAN
HEAD WALL FLASHING
(ROOF SLOPE MEETS ALL)
SCALE: 3" = V-0
APPROVED TREMCO SEALANT
"
AT ALL SILL LOCATIONS
-
DETAIL COAT OF VULKEM 35ONF-R
MEMBRANE AT 60 MILS, ON ENTIRE
ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (7 6 mm). EAVE
CURB SURFACE AND RUN DOWN
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
ONTO HORIZONTAL DECK
EXTERIOR WALL SHEATHING
VULKEM 351, 950NF OR 951 NF TOP COAT
JOINT FILLED w
VULKEM 350NF OR 360NF BASE COAT
DYMERIC 240FC ORAPPROVED TREMCO
1/4'�� HARDIE BACKER BOARD o/
SEALANT CANT BEAD
3/4 EXTERIOR GRADE PLYWOOD
OPTIONAL: DUALFLEX OR CLOTH TAPE -
(INSTALLED A -SIDE UP AND MUST BE
WITH NO U.V.
RING -SHANK / SCREWED INTO PLACE)
„
(NOTE: WOOD SURFACES MUST BE PRIMED WITH
y.
VULKEM PRIMER ##171)
SEALANT CANT BEAD- 1" WIDTH
DYMERIC 240FC OR APPROVED TREMCO
1/4" BACKER - ROD
SEALANT CANT BEAD- 1" WIDTH
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN
1/4" BACKER ROD
VULKEM M TYPICAL ED
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN AREAS
WITH NO U.V.
VULKEM TYPICAL DOOR
SILL DETAIL
FROM TREMCO SEALANTS DRAWING NUMBER DC -28
JOINTS A MINIMUM 6" AND APPLY A COATING OR
INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO
HOLD BACK FASCIA
ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL
METAL POST
VULKEM 351, 950NF, OR 951 N PRIME w/ TREMPRIME
TOP COAT
NON 'POROUS PRIMER
VULKEM 350NF-R OR 360 NF DYMERIC 240FC OR APPROVED
DETAIL COAT TREMCO SEALANT CANT BEAD
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V.
STS
VULKEM TYP. TREATMENT OF METAL POSTS.
FROM TREMCO SEALANTS DRAWING NUMBER DC -11
TYPICAL EXTERIOR FINIS
FACE OF SHEATHING
G.I. "Z" BAR FLASHING
INSTALLED OVER FLASHING
DESCRIBED BELOW
CONT. PT Ix4
METAL FLASHING
INSTALLED ON TO
OF ROOF FELT &
PRIOR TO ROOF -S INGLES OR TILE
SHINGLES PER PLAN OVER ROOF
FELT, PER PLAN, OVER ROOF
SHEATHING PER PLAN. EDGES AND
PENETRATIONS TO BE SEALED w
PLASTIC CEMENT OVER ROOF FELT
OVER ROOF SHEATHING PER PLAN
HEAD WALL FLASHING
(ROOF SLOPE MEETS ALL)
SCALE: 3" = V-0
VULKEM 351, 95ONF OR 951 NF TOP COAT
"
VULKEM 350NF OR 360NF BASE COAT
-
1/4" HARDIE BACKER BOARD o/
3/4 EXTERIOR GRADE PLYWOOD
ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (7 6 mm). EAVE
( INSTALLED A -SIDE UP AND MUST BE
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
NK SCREWED INTO PLACE
RING -SHA / )
EXTERIOR WALL SHEATHING
DETAIL STRIP OF VULKEM 350NF 1/16" THICK
JOINT FILLED w
OR VULKEM 360NF TREMCO APPROVED
SEALANT
OPTIONAL (REINFORCED w/ DUALFLEX
VULKEM PRIMER #171)
OR CLOTH TAPE OR FIBERGLASS TAPE)
OPTIONAL: DUALFLEX OR CLOTH TAPE -
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN AREAS
WITH NO U.V.
VULKEM TYPICAL JOINT
DETAIL
T
VULKEM 351, 950NF OR 951 NF 0P COAT
y.
DYMERIC 240FC OR APPROVED TREMCO
SEALANT CANT BEAD- 1" WIDTH
METAL POST
VULKEM 351, 950NF, OR 951 N PRIME w/ TREMPRIME
TOP COAT
NON 'POROUS PRIMER
VULKEM 350NF-R OR 360 NF DYMERIC 240FC OR APPROVED
DETAIL COAT TREMCO SEALANT CANT BEAD
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V.
STS
VULKEM TYP. TREATMENT OF METAL POSTS.
FROM TREMCO SEALANTS DRAWING NUMBER DC -11
TYPICAL EXTERIOR FINIS
FACE OF SHEATHING
G.I. "Z" BAR FLASHING
INSTALLED OVER FLASHING
DESCRIBED BELOW
CONT. PT Ix4
METAL FLASHING
INSTALLED ON TO
OF ROOF FELT &
PRIOR TO ROOF -S INGLES OR TILE
SHINGLES PER PLAN OVER ROOF
FELT, PER PLAN, OVER ROOF
SHEATHING PER PLAN. EDGES AND
PENETRATIONS TO BE SEALED w
PLASTIC CEMENT OVER ROOF FELT
OVER ROOF SHEATHING PER PLAN
HEAD WALL FLASHING
(ROOF SLOPE MEETS ALL)
SCALE: 3" = V-0
IPE
VULKEM 345 OR 950NF PRIME w/ TREMPRIME
INTERMEDIATE COAT ON -POROUS PRIMER
VULKEM 350NF-R OR 360NF
DYMERIC 240FC OR APPROVED
BASE COAT TREMCO SEALANT CANT BEAD
VULKEM 350NF-R OR 360NF VULKEM 346 OR 951 NF TOP COAT
DETAIL COAT
NOTE: VULKEM 950
NF MAY BE USED
AS TOPCOAT IN AREAS
WITH NO U.V.
VULKEM TYPENETRATION
-
FROM TREATMENT OF
FROM TREMCO SEALANTS DRAWING NUMBER DC -30
2
SEE
VULKEM 351 950.NF OR 951 NF TOP COA
K
"
VULKEM 350NF OR 36ONF BASE COAT
-
ALUMINUM FASCIA - MECHANICALLY
FASTENED FLUSH TO HARDIE BACKER BOARD
ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (7 6 mm). EAVE
AND PLYWOOD
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
1/4" HARDIE BACKER BOARD o/
EXTERIOR WALL SHEATHING
3/4 EXTERIOR GRADE PLYWOOD
EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES (51 mm). THE
(INSTALLED A -SIDE UP AND MUST BE
RING -SHANK / SCREWED INTO PLACE)
E
WITH
(NOTE: WOOD SURFACES MUST BE PRIMED
VULKEM PRIMER #171)
VULKEM PRIMER ##171)
OPTIONAL: DUALFLEX OR CLOTH TAPE -
OPTIONAL: DUALFLEX OR CLOTH TAPE -
EMBEDDED IN VULKEM 350NF OR
EMBEDDED IN VULKEM 350NF OR
360NF DETAIL COAT
36ONF DETAIL COAT
DYMERIC 240FC OR APPROVED TREMCO
DYMERIC 240FC OR APPROVED TREMCO
SEALANT CANT BEAD- 1" WIDTH
Al
1/4" BACKER - ROD
1/4" BACKER ROD
NOTE: VULKEM 950NF MAY BE USED AS TOPCOAT IN
AREAS WITH NO U.V.
VULKEM M TYPICAL ED
GE DETAIL -1-
FROM TREMCO SEALANTS DRAWING NUMBER DC -05
FROM TREMCO SEALANTS DRAWING NUMBER DC -08
OF 4 INCHES (102 mm) ON CENTER,
FASCIA
IPE
VULKEM 345 OR 950NF PRIME w/ TREMPRIME
INTERMEDIATE COAT ON -POROUS PRIMER
VULKEM 350NF-R OR 360NF
DYMERIC 240FC OR APPROVED
BASE COAT TREMCO SEALANT CANT BEAD
VULKEM 350NF-R OR 360NF VULKEM 346 OR 951 NF TOP COAT
DETAIL COAT
NOTE: VULKEM 950
NF MAY BE USED
AS TOPCOAT IN AREAS
WITH NO U.V.
VULKEM TYPENETRATION
-
FROM TREATMENT OF
FROM TREMCO SEALANTS DRAWING NUMBER DC -30
2
SEE
DUALFLEX EMBEDDED IN BASE COAT
1 DRIP EDGE FLASHING:
- VULKEM 351, 950NF OR 951 NF TOP COAT
-
ALUMINUM FASCIA - MECHANICALLY
FASTENED FLUSH TO 'HARDIE BACKER BOARD
ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (7 6 mm). EAVE
AND PLYWOOD
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
1/4" HARDIE BACKER BOARD o/
EXTERIOR WALL SHEATHING
3/4 EXTERIOR GRADE PLYWOOD
EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES (51 mm). THE
(INSTALLED A -SIDE UP AND MUST BE
RING -SHANK / SCREWED INTO PLACE)
8
rF'
BE (NOTE: WOOD SURFACES MUST PRIME)
WITH
VULKEM PRIMER ##171)
;
OPTIONAL: DUALFLEX OR CLOTH TAPE -
1. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED
EMBEDDED IN VULKEM 350NF OR
5
/AY ''
36ONF DETAIL COAT
WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
DYMERIC 240FC OR APPROVED TREMCO
WATER
FROM T0SHED ER AW
OM HOUSE »
SEALANT CANT BEAD- 1" WIDTH
1/4" BACKER ROD
(WRB) OVERLAPS THE 5x5 FLASHING
10
NOTE. ..VULKEM 950NF MAY BE .USED AS TOPCOAT IN
AREAS WITH NO U.V.
VULKEM TYPICAL EDG-NE
DETAIL -2
FROM TREMCO SEALANTS DRAWING NUMBER DC -08
OF 4 INCHES (102 mm) ON CENTER,
FASCIA
JOINTS A MINIMUM 6" AND APPLY A COATING OR
IPE
VULKEM 345 OR 950NF PRIME w/ TREMPRIME
INTERMEDIATE COAT ON -POROUS PRIMER
VULKEM 350NF-R OR 360NF
DYMERIC 240FC OR APPROVED
BASE COAT TREMCO SEALANT CANT BEAD
VULKEM 350NF-R OR 360NF VULKEM 346 OR 951 NF TOP COAT
DETAIL COAT
NOTE: VULKEM 950
NF MAY BE USED
AS TOPCOAT IN AREAS
WITH NO U.V.
VULKEM TYPENETRATION
-
FROM TREATMENT OF
FROM TREMCO SEALANTS DRAWING NUMBER DC -30
2
SEE
1 DRIP EDGE FLASHING:
ELEV
VALLEY FLASHING:
A OF .TILED
A DRIP ED SHALL E PROVIDED AT EAVES AND GABLES GE B E
I ACCORDANCE WITH
VALLEY LININGS SHALL BE INSTALLED N ACCO DA CE
ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (7 6 mm). EAVE
N
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
DRIP EDGES SHALL EXTEND \ INCH (13 mm) BELOW THE SHEATHING, AND
EXTERIOR WALL SHEATHING
APPLYING TILES. VALLEY LININGS OF THE FOLLOWING
EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES (51 mm). THE
KICK -OUT
(WRB) WEATHER RESISTANT BARRIER .�
DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 6 (152
ROOFING
;
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1. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED
PER PLAN 2"
5
/AY ''
VALLEY METAL EITHER A MINIMUM WIDTH OF 16 (24
WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
WATER
FROM T0SHED ER AW
OM HOUSE »
WHERE THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 mph (177
>. HGT. PER PLAN
(WRB) OVERLAPS THE 5x5 FLASHING
10
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Q
RIBBED DESIGN WITH 1" CENTER DIVERTER, A MINIMUM (4)
058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTNED A MAXIMUM
ROOF SHEATHING
3/8" RIBS SPACED 3 1/2" WITH 3 3/4" FLANGE. LAP
OF 4 INCHES (102 mm) ON CENTER,
FASCIA
JOINTS A MINIMUM 6" AND APPLY A COATING OR
INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO
HOLD BACK FASCIA
ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL
775; C_.)
2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN
AND DRIP EDGE 2"
d
VALLEY WITH A MINIMUM OF 16" (24" STRETCH OUT) WITH
THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE f
FROM FACE OF WALL
{
OR TYPE II, OR ASTM D 4869, TYPE I OR TYPE II. THE UNDER-
MINIMUM 1" METAL EDGE RETURNS. LAP JOINTS A
METAL DRIB' EDGE
(9 F-- F
MINIMUM 6" AND APPLY A COATING OR SEPARATOR
OUTSIDE FACE OF
..
SHEET:
UNDERLAYMENT SHALL OVERLAP A MIMIMUM OF (19) INCHES AND -
EXTERIOR WALL
, • ,
BE MECHANICALLY FASTENED AT ( 36)IN HES O.C. MAXIMUM.
SECURE WITH CLIPS FABRICATED FROM SIMILAR OR
COMPATIBLE MATERIAL. CLIP 1" METAL EDGE RETURNS
EXTERIOR FINISH
TO BATTEN STRIP WITH 'ROOFING NAIL THROUGH METAL
PER PLAN
STRAP.
ROOF PLAN DEPICTED BELOW IS FOR
FASCIA +.
B. TRIM METAL AT ALL VALLEY RID JUNCTIONS,
VALLEY/RIDGE
NOT REFLECT THE ACTUAL ROOF PLAN 1
ENSURING WATER SHEDDING CAPABILITIES ONTO THE
OF THE RESIDENCE TO BE REPAIRED.
2„
0
C. INSTALL LEAD SOAKER AT ALL VALLEY/RIDGE
JUNCTIONS. TURN LEAD UP A MINIMUM OF 1„ TO
CREATE A WATER DIVERTER, ENSURING WATER SHEDDING
OUTSIDE rACE OF ,
1 I I
I I
D. OUTER EDGE OF THE VALLEY' METAL SHALL
EXTERIOR IWALL ,..
OVERLAP DECK FLANGE OF DRIP EDGE A MINIMUM OF
1 3
0
1 . CENTER OF VALLEY FLASHING SHALL EXTEND A
MINIMUM OF 2” BEYOND DRIP EDGE.
- - -
0 3
RIDGE FLASHING:
2
0 �)
O 2 Q
I
O
THE UNDERLAYMENT SHALL BE, INSTALLED IN WATER-SHEDING
FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE
- SCALE: NTS
KICK OUT FLASHING �
ORACL:N
ORACLE Engineering &
Construction Services,
Inc.
2714 Saint Johns Ave
Jacksonville, FL 32205
(904) 518-5000
FL Cert. of Auth. No.:
30597
1 DRIP EDGE FLASHING:
2
0
VALLEY FLASHING:
A OF .TILED
A DRIP ED SHALL E PROVIDED AT EAVES AND GABLES GE B E
I ACCORDANCE WITH
VALLEY LININGS SHALL BE INSTALLED N ACCO DA CE
ROOFS, AND SHALL OVERLAP A MINIMUM OF 3 INCHES (7 6 mm). EAVE
N
THE MANUFACTURER'S .INSTALLATION INSTRUCTIONS,. BEFORE
DRIP EDGES SHALL EXTEND \ INCH (13 mm) BELOW THE SHEATHING, AND
APPLYING TILES. VALLEY LININGS OF THE FOLLOWING
EXTEND BACK ON THE ROOF FOR A MINIMUM OF 2 INCHES (51 mm). THE
TYPES SHALL BE PERMITTED:
DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 6 (152
mm) INCHES O.C. THE DRIP EDGE AT EAVES SHALL BE INSTALLED
F— III
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L�
1. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED
TH UNDERLAYMENT. THERE SHALL B A MINIMUM 4 INCH 102 mm
OVER E U R E ( )
VALLEY METAL EITHER A MINIMUM WIDTH OF 16 (24
WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
STRETCH 'OUT) WITH A MINIMUM 2 1/2" HIGH CENTER
WHERE THE BASIC WIND SPEED PER FIGURE R301.2(4) IS 110 mph (177
DIVERTER AND A MINIMUM 1" METAL 'EDGE RETURNS OR A
km/h) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10
�<tz
Q
RIBBED DESIGN WITH 1" CENTER DIVERTER, A MINIMUM (4)
058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTNED A MAXIMUM
Q
3/8" RIBS SPACED 3 1/2" WITH 3 3/4" FLANGE. LAP
OF 4 INCHES (102 mm) ON CENTER,
JOINTS A MINIMUM 6" AND APPLY A COATING OR
INSTALL A MINIMUM 8" WIDE ANTI -PONDING METAL FLASHING TO
SEPARATOR SHEET.
ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL
775; C_.)
2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN
TOP EDGE_ OF FLANGE ONTO ROOF.
d
VALLEY WITH A MINIMUM OF 16" (24" STRETCH OUT) WITH
THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE f
A MINIMUM 1" HIGH TWIN CENTER DIVERTER AND A
OR TYPE II, OR ASTM D 4869, TYPE I OR TYPE II. THE UNDER-
MINIMUM 1" METAL EDGE RETURNS. LAP JOINTS A
LAYMENT SHALL BE INSTALLED IN WATER-SHEDING FASHION,
(9 F-- F
MINIMUM 6" AND APPLY A COATING OR SEPARATOR
STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY.
SHEET:
UNDERLAYMENT SHALL OVERLAP A MIMIMUM OF (19) INCHES AND -
3. WHEN USING VALLEY METAL WITH RETURNS: A.
BE MECHANICALLY FASTENED AT ( 36)IN HES O.C. MAXIMUM.
SECURE WITH CLIPS FABRICATED FROM SIMILAR OR
COMPATIBLE MATERIAL. CLIP 1" METAL EDGE RETURNS
NOTE:
TO BATTEN STRIP WITH 'ROOFING NAIL THROUGH METAL
STRAP.
ROOF PLAN DEPICTED BELOW IS FOR
ILLUSTRATION PURPOSES AND DOES �
B. TRIM METAL AT ALL VALLEY RID JUNCTIONS,
VALLEY/RIDGE
NOT REFLECT THE ACTUAL ROOF PLAN 1
ENSURING WATER SHEDDING CAPABILITIES ONTO THE
OF THE RESIDENCE TO BE REPAIRED.
VALLEY.
— —
C. INSTALL LEAD SOAKER AT ALL VALLEY/RIDGE
JUNCTIONS. TURN LEAD UP A MINIMUM OF 1„ TO
CREATE A WATER DIVERTER, ENSURING WATER SHEDDING
CAPABILITIES ONTO THE VALLEY.
1 I I
I I
D. OUTER EDGE OF THE VALLEY' METAL SHALL
OVERLAP DECK FLANGE OF DRIP EDGE A MINIMUM OF
1 3
0
1 . CENTER OF VALLEY FLASHING SHALL EXTEND A
MINIMUM OF 2” BEYOND DRIP EDGE.
- - -
0 3
RIDGE FLASHING:
2
0 �)
O 2 Q
I
O
THE UNDERLAYMENT SHALL BE, INSTALLED IN WATER-SHEDING
FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE
FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT
(36) O.C. MAXIMUM TO THE OPPOSING SIDE. OF THE ROOF.:
,K
REPEAT THE PROCEDURE FOR THE OPPOSING. SIDE OF THE
I
I
ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF
3 1
0 � o
_
4
0
UNDERLAYMENT OVERLAPPING THE RIDGE.
E:
HIP FLASHING:
THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDING
1
0 I
FASHION. ON. AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER.
THE HIP AND MECHANICALLY FASTEN, AT 36INCH ES O.C.
1
O
MAXIMUM TO THE. OPPOSING SIDE OF THE ROOF: REPEAT THE
PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. WHEN
2O
COMPLETED, THERE WILL BE TWO LAYERSOF UNDERLAYMENT
2
OVERLAPPING THE HIP,
5
a
CRICKETS AND SADDLES FLASHING:
3
O a
A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE
SIDE OF ANY CHIMNEY GREATER THAN (30) INCHES (762 mm)
—
WIDE. CRICKET OR SADDLE COVERINGS -SHALL BE SHEET
METAL OR OF THE SAME MATERIAL A S THE ROOF COVERING.
1,
Q
THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES
HA S LL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON
THE MAIN ROOF.
CJ6
BASE AND COUNTERFLASHING.
,;
BASE AND COUNTER FLASHING SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS, OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4
"L"'
INCH FLASHING SHALL BE SET IN APPROVED FLASHING
CEMENT AND SET FLUSH TO THE BASE OF THE WALL, AND OVER
THE UNDERLAYMENT. BOTH HORIZONTAL ZONTAL AND VERTICAL METAL
FLANGES SHALL BE FASTENED 6 INCHES (152 mm) ON CENTER WITH
APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4
INCHES (102 mm), FULLY SEALED IN APPROVED FLASHING CEMENT.
FLASHING SHALL START AT THE LOWER PORTION OF THE ROOF TO
ENSURE WATER SHEDING CAPABILITIES OF ALLMETALLAPS..
THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE
SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED
FLASHING CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP
THE HORIZONTAL FLANGE, AND SHALL BE SET IN APPROVED
FLASHING CEMENT.
BASE FLASHING SHALL BE OF EITHER CORROSION -RESISTANT
METAL PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE
ROLL ROOFING, WEIGHING A MINIMUM OF 77 POUNDS PER 100
SQUARE FEET (3.76 kg/M2). COUNTERFLASHING SHALL BE
CORROSION- RESISTANT METAL WITH A MINIMUM THICKNESS
PROVIDED IN TABLE 903.1 IN THE FLORIDA BUILDING CODE
LASHING 5x 5 GALVANIZED
DRIP EDGE " FSHING
'MET.AL FLA
O1 26 GUAGE GALVANIZED 29 GUAGE GALVANIZED 26 G A E GALVANIZED
0" 0
(2015).
N T.S N.T.S.N.TS.
ROOF wZ KEYED FLASHING DETAILS
SCALE: NTS
ORACL:N
ORACLE Engineering &
Construction Services,
Inc.
2714 Saint Johns Ave
Jacksonville, FL 32205
(904) 518-5000
FL Cert. of Auth. No.:
30597
OFFICE COPY
SHEET NO.: —
S 7
Details
JOB NO.:
17_40
SUBDIVISION:
LOT NO.:
ADDRESS:
DESIGNED:
AFL
REVIEWED:
AFL
REVISIONS DATE
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OFFICE COPY
SHEET NO.: —
S 7
Details
JOB NO.:
17_40
SUBDIVISION:
LOT NO.:
ADDRESS:
DESIGNED:
AFL
REVIEWED:
AFL
REVISIONS DATE
�"y`s�,ry�a�yE�g944e8®�B�8P9AA8 tblpd�,�
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12/11/2017
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