05-20-05 Loff Residence Additions 1057 Beach AveSQUARE FOOTAGE INFORMATION
• EXISTING CONDITIONED SPACE FIRST FLOOR 1,307 S.F.
• NEW CONDITIONED SPACE FIRST FLOOR 875 S.F.
• TOTAL CONDITIONED SPACE FIRST FLOOR 2,182 S.F.
• EXISTING CONDITIONED SPACE SECOND FLOOR 968 S.F.
• NEW CONDITIONED SPACE SECOND FLOOR 1,419 S.F.
• TOTAL CONDITIONED SPACE SECOND FLOOR
• NEW CONDITIONED SPACE THIRD FLOOR
• TOTAL CONDITIONED SPACE
• EXISTING GARAGE (UNCONDITIONED SPACE)
• UNENCLOSED DECK SPACE
• LOT AREA
BUILDING CODE REVIEW
I
(psf)
AREA OF
OPENING
2,387
S. F.
(4)
Pos
Neg
590
S. F.
Neg
0 to 20 sf
5,159
S.F.
k
CROSS SECTIONS
444
S. F.
764
S.F.
.35
AC
• THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH
THE 2001 EDITION OF THE FLORIDA BUILDING CODE
• MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 35 FT
• NUMBER OF STORIES 3
• OCCUPANCY GROUP - R-3, ONE FAMILY DWELLING
• CONSTRUCTION - TYPE V, UNPROTECTED
NOTE: BUILDING IS LOCATED OUTSIDE OF A FIRE DISTRICT
NOTE: BUILDING IS TO BE UNSPRINKLERED
LOT 36
WIND ZONE INFORMATION
(SEE STRUCTURAL DRAWINGS FOR SCHEDULES)
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1606 OF THE
2001 EDITION OF THE FLORIDA BUILDING BODE.
NOTE: THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION
• BUILDING TO BE DESIGNED FOR ENCLOSED STRUCTURE
• BASIC WIND SPEED (M.P.H. - 3 -SECOND GUST) 120
• WIND IMPORTANCE FACTOR 1.0
• BUILDING CATEGORY 11
• WIND EXPOSURE CATEGORY C
• WIND DESIGN METHOD : ASCE 7-98
WIND PRESSURES ON WINDOWS & DOORS
Enclosed Structure Exposure "C"
(psf)
AREA OF
OPENING
EDGE STRIP, (5)
INTERIOR Zi0NE,
(4)
Pos
Neg
Pos
THIRD FLOOR PLAN / ROOF PLAN-
Neg
0 to 20 sf
36.3
-48.7
36.3
CROSS SECTIONS
-39.4
20.1 to 50 sf
34.8
-45.3
34.8
SECOND FLOOR ELECTRICAL PLAN
- 37.9
50.1 to 100 sf
32.6
-41.0
32.6
SHEARWALL LAYOUT -FIRST FLOOR
-35.7
100.1 to 200 sf
30.8
-37.9
30.8
SHEARWALL LAYOUT -FIRST FLOOR
-33.9
200.1 to 500 sf
29.3
-34.5
29.3
THREADED ROD LAYOUT -SECOND FLR.
-32.3
Basic Design Pressure
30.80
�Cpi= ±0.18
GLASS AT ALL EXTERIOR GLAZED
ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15,
FLORIDA BUILDING CODE).
• ROOF UNDERLAYMENT - ASTM D3161 TYPE 30# FELT
• ROOF FLASHING - GAUGE MATERIAL
DRIP 26 GAUGE CAP 26 GAUGE
FAKE 26 GAUGE VALLEY 26 GAUGE
• ROOF MATERIAL - STANDING SEAM METAL ROOF
• FASTENING - PER MANUFACTURERS RECOMMENDATIONS
Property Line
TRAVERSE LINE
S 0528'58' W 100.01'
--I 5'-0" Sideyard
Setback Line
-10'-0" Sideyard
Setback Line
L- 7IFI7I7I-
J'blbl b
X 0
+
Control Line
N
SITE PLAN
1/8" = V-0"
LOT 37
NOTES:
1. PROPERTY
A. LOT 546, BLOCK 41, AS SHOWN ON MAP OIC' ATLANTIC BEACH, THEROF AS RECORDED
IN PLAT BOOK 6, PAGE 1, OR THE CURRENT PIJBLIC, RECORDS OF DUVAL COUNTY, FLORIDA.
B. ADDRESS:1057 BEACH AVENUE, ATLANTIC BEACH, FLORIDA, 32233.
C. ZONING IS: OR - OPEN RURAL
2. GENERAL CONTRACTOR IS: FAZANELLI DEVELOPMENT CORP.
(904) 614-1999
3. DIMENSIONS TAKE PRECEDENCE OVER SCALED I )IMENSIONS.
4. to es is
INDICATES EXISTING &
FINISHED STORM DRAINAGE FLOW.
5. THE FOUNDATION & FOOTINGS ARE DESIGNED FOR A 2500 PSF SOIL BEARING CAPACITY.
6. CONCRETE MASONRY UNITS SHALL BE ASTM -C90-75 HOLLOW LOAD BEARING CONCRETE.
MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT,
MIN. COMPRESSIVE STRENGTH OF 2500 PSI (FM =1350 PSI).
7. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH ® 28 DAYS.
A. SLAB ON GRADE - 3000 PSI.
B. FOOTINGS - 3000 PSI.
_ TRAVERSE UNE
S 05-2758';'W 100.01'
5'-0" Sideyard
Setback Line
DaSTING WOOD WALK
INDEX OF DhiLA.-YFINGS
DWG. NO. TITLE
A-0
SITE PLAN COVER -_i;.LET
A-1
FIRST FLOOR PLAN
A-2
SECOND FLOOR PLAN
A-3
THIRD FLOOR PLAN / ROOF PLAN-
A -4
EXTERIOR ELEVATIONS
A-5
EXTERIOR ELEVATIONS
A-6
CROSS SECTIONS
A-7
WALL SECTIONS
A-8
FIRST FLOOR ELECTRICAL PLAN
A-9
SECOND FLOOR ELECTRICAL PLAN
A-10
THIRD FLOOR ELECTRICAL PLAN
F-1
FOUNDATION PLAN
S-2
SHEARWALL LAYOUT -FIRST FLOOR
S-3
SHEARWALL LAYOUT -SECOND FLOOR
S-4
SHEARWALL LAYOUT -THIRD FLOOR
S-5
SHEARWALL LAYOUT -FIRST FLOOR
S-6
ROOF FRAMING PLAN
S-7
THREADED ROD LAYOUT -FIRST FLOOR
S-8
THREADED ROD LAYOUT -SECOND FLR.
S-9
THREADED ROD LAYOUT -THIRD FLR.
WINDOWS AND GLAZED DOORS.
ALTERNATE: INSTALL IMPACT RES.
LEGEND
D EXISTING WALLS
WALLS TO BE REMOVED
o NEW WALLS
PROJECT LOCATIOIN ITiA?F
* INDICATES PROJECT LOCATION
V urr
t0
0
N 0
DO T
Cn
f��f j'nPv
APP�0KD
Y 0t k LAN. I(L ffAGH
®UILOINd t rel
MAI
e Island
Beach
.e Beach
aville Beach
Vedra Beach
REGEi V ED
CITY OF ATLANTIC BEACH
B1_Itl_TDW(- x ^K, -
MAY 0 9 t2OO5
i
}
BY:
rRrm :'lame and Address
AIA
FL AR - 12012
3650 HOLLY GROVE AVE.
JACKSONVILLE, FL 32217
PHONE: 731-1668
GENERAL NOTES
1.)
HIDDEN LINES INDICATE WALLS &
AREAS TO BE REMOVED.
2.)
SHADED AREAS INDICATE NEW WALLS
AND COLUMNS TO BE INSTALLED,
3.)
CONTRACTOR SHALL VERIFY ALL
DIMENSIONS ON SITE PRIOR TO
THE START OF CONSTRUCTION.
4.)
REMOVE AND REPLACE EXISTING
WINDOWS WHERE INDICATED ON
PLANS WITH NEW IMPACT RESISTANT
INSULATED DOUBLE HUNG TYPE.
5.)
NEW SECOND FLOOR FRAMING TO
MATCH ELEVATION OF EXIST. FLOOR.
CONTRACTOR TO VERIFY PRIOR TO
SETTING FINAL PLATE HEIGHT.
6.)
REVISE HOT & COLD WATER SUPPLY
AS REQUIRED FOR NEW LOCATIONS
AS INDICAT,.-OaN:, PLANS.
7.)
THIS STRUCTURE WILL BE CONST,
WITH STORM SHUTTERS OVER ALL
WINDOWS AND GLAZED DOORS.
ALTERNATE: INSTALL IMPACT RES.
GLASS AT ALL EXTERIOR GLAZED
OPENINGS.
0
PERMIT ISSUE
2/22/05
D
REVISED ISSUE
12/10/04
C
REVISED ISSUE
10/27/04
B
REVISED ISSUE
9/20/04
6/25/04
A
REVIEW ISSUE
No.
Revision/Issue
Date
Registered Professional Seal
k��
Project Name and Address
LOFF RESIDENCE
ADDITIONS/RENOVATIONS
1057 BEACH AVENUE
ATLANTIC BEACH, FL
132233
F'—R 1 /?" 17'-0 1 /4"
LEGEND
EXISTING WALLS
WALLS TO BE REMOVED
NEW INTERIOR WALLS —
ZMEM SHEAR WALL — ONE SIDE ONLY
PROVIDE (1) "SEMCO- HOLD DOWN
ANCHOR (MTS278) AT EACH END
OF SHEAR WALL SEGMENTS.
O NEW EXTERIOR WALLS
PARTIAL ROOF PLAN
Firm Name and Address
ANTHONY G. LAM ELL, AIA
FL AR - 0012012
3650 HOLLY GROVE AVE.
JACKSONVILLE, FL 32217
PHONE: 731-1668
GENERAL NOTES
1.) HIDDEN LINES INDICATE WALLS &
AREAS TO BE REMOVED.
2.) SHADED AREAS INDICATE NEW WALLS
AND COLUMNS TO BE INSTALLED.
3.) CONTRACTOR SHALL VERIFY ALL
DIMENSIONS ON SITE PRIOR TO
THE START OF CONSTRUCTION.
4.) REMOVE AND REPLACE EXISTING
WINDOWS WHERE INDICATED ON
PLANS WITH NEW IMPACT RESISTANT
INSULATED DOUBLE HUNG TYPE.
5.) NEW SECOND FLOOR FRAMING TO
MATCH ELEVATION OF EXIST. FLOOR.
CONTRACTOR TO VERIFY PRIOR TO
SETTING FINAL PLATE HEIGHT.
6.) REVISE HOT & COLD WATER SUPPLY
AS REQUIRED FOR NEW LOCATIONS
AS INDICATED ON PLANS.
7.) ALL CASED OPENINGS TO MATCH
EXISTING UNLESS OTHERWISE NOTED.
8.) All WINDOWS HEADERS @ 7'-0" AFF
TO MATCH EXISTING UNLESS
OTHERWISE NOTED.
9.) All EXTERIOR WALLS TO BE 2X4 @
16" O.C. AT 8' PLATE HEIGHT.
(SEE STRUCTURAL).
10.) VENT DRYER TO EXTERIOR.
0
PERMIT ISSUE
2/22/05
E
REVISED ISSUE
12/10/04
D
REVISED ISSUE
10/27/04
C
REVISED ISSUE
9/20/04
B
REVIEW ISSUE
6/25/04
A
PRELIMINARY PLANS
5/15/04
No.
Revision/Issue
Date
Registered Professional Seal
Project Name and Address
LOFF RESIDENCE
ADDITIONS/RENOVATIONS
1057 BEACH AVENUE
ATLANTIC BEACH, FL
32082
EL = 34'-9 1/2"
EL = 29'-6 1/2"
I
i
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
EL = 18'-6"
TOP OF F
EL = 10'-0"
FIN. FLOOR
EL = 8'-9 1/4"
E:L =0'-0" —
FIN. FLOOR
EL = 34'-9 1/2"
EL = 29'-6 1/2"
EL = 18'-6"
TOP OF P_
CUSTOM
EL = 10'-0"
FIN. FLOOR
EL = 9'-8" —
TOP OF DECD
EL = 8'-9 1/4"
RELOCATED WD. STAIR
8" OD WD. COLUMNS
WOOD TRIMMED GOLDI .,.
RELOCATED DORMER
THREE PANEL SLIDERS THREE PANEL SLIDERS
(• REINF. BTL. MULLIONS) (+ REINF. ISTL. MULLIONS)
"Im
EXIST
-6" HARDI Slp
TO MATCH 9X
EL =0'-0"
FIN. FLOOR WOOD TRIMMED GOVJMNS 1x4 JAMB CASING (PADDED OUT)
NEW CONSTRUCTION
LEGEND
D EXISTING WALLS
— WALLS TO BE REMOVED
NEW INTERIOR WALLS —
SHEAR WALL — ONE SIDE ONLY
PROVIDE (1) "SEMCO" HOLD DOWN
ANCHOR (MTS278) AT EACH END
OF SHEAR WALL SEGMENTS.
o NEW EXTERIOR WALLS
EXISTING CHIMNEY
EL = 18'-6"
TOP OF f_
x4 JAMB CASING (PADDED OUT)
14EW ro" HARDI SIDING TO MATCH EXISTING
RELOCATED WD. STAIR
EAST ELEVATION
1/4" = V-0" NEW 6" HARDI SIDING TO MATCH EXISTING
METAL STANDING SEAM ROOF ON WD. SLEEPERS
ON 30* FELT ON 1/2" CDX PLYW'D.
RAFTER TAILS TO MATCH EXISTING
,r � 11 - 2-1/2" PRE -FINISHED FLASHING
EL = 10'-0"
FIN. FLOOR
EL = 9'-1"
EL =0'-0"
FIN. FLOOR
EL = 29'-6 1 /2'
Ix4 JAMB CASING (PADDED OUT)
STANDING SEAM ROOF ON WD. SLEEPERS
ON 30" FELT ON I/2" COX PLYW'D.
»..m (REPLACE FIBERGLASS 514INGLE5 ON EXISTING ROOF)
Til 11 11 11 11 11 11 11 11 11 11
EL = 21'-2"
FIN. FLOOR
EL = 19,-8„
NORTH ELEVATION
1 /4" = 1'-I)"
RELOCATED ENTRY CANOPY BEYOND
EL = 10'-0"
Agk
FIN. FLOOR
EL = 8'-9 1/4"
EL =0'-0"
FIN. FLOOR
Firm Name and Address
ANTHONY G. LAMELL, AIA
FL AR - 0012012
3650 HOLLY GROVE AVE.
JACKSONVILLE, FL 32217
PHONE: 731-1668
KUUr bHIIVhLtJ VYill-1 IVGYY MCIHL
STANDING SEAM ROOF AS
INDICATED.
12.)
EXISTING GARAGE DOOR
TO REMAIN
13.)
EXISTING EXTERIOR WD.
STAIR TO
BE RELOCATED AND MODIFIED
AS
NECESSARY TO FIT NEW LOCATION.
0
PERMIT ISSUE
2/22/05
D
REVIEW ISSUE
12/10/04
C
REVIEW ISSUE
10/27/04
B
REVIEW ISSUE
6/25/04
A
PRELIMINARY PLANS
5/15/04
No.
Revision/Issue
Date
Registered Professional Seal
Project Name and Address
LOFF RESIDENCE
ADDITIONS/RENOVATIONS
1057 BEACH AVENUE
ATLANTIC BEACH, FL
32082
i
I
g
�
I
EL = 18'-6"
AND COLUMNS TO BE INSTALLED.
EL = 10'-0"
DIMENSIONS ON SITE PRIOR TO
FIN. FLOOR
4.) REMOVE AND REPLACE EXISTING
EL = 9'--1 "
METAL STANDING SEAM ROOF ON WD. SLEEPERS
ON 30* FELT ON 1/2" CDX PLYW'D.
RAFTER TAILS TO MATCH EXISTING
2-1/2" PRE -FINISHED FLASHING
NEW 6" HARDI SIDING TO MATCH EXISTING
Ix4 JAMB CASING (PADDED OUT)
METAL STANDING SEAM ROOF ON WD.
SLEEPERS ON 30* FELT ON 1/2" CDX PLYW'D.
(REPLACE FIBERGLASS SHINGLES
ON EXISTING ROOF)
EXISTING WINDOWS
TO REMAIN
DRYER VENT
THRU ROOF 12
5�
EXISTING DOI;Z'IER
EXISTING CHIMNEY
...........................
111
EXISTING CONSTRUCTION TO REMAIN
12
5
- ----- - - ---- T_
2'-0"
- 1_,F I-, I F_F
EXISTING GARAGE DOOR TO REMAIN
NEW CONSTRUCTION (EXISTING GARAGE WALLS E SLAB TO REMAIN)
WEST ELEVATION
1 /4" = 1'-0
6X6 WD. COLUMN
N
11-1I
00
2'-0" c11
N
I
00
I
- LINE O EXISTING GARAGE
ROOF BE MODIFIED
0
0
EL = 29'-6 1 /2"
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
EL = 10'-0"
FIN. FLOOR
EL = 8'--9 1/
EL =0'-0"
FIN. FLOOR
LEGEND
0 EXISTING WALLS
0 WALLS TO BE REMOVED
NEW INTERIOR WALLS -
SHEAR WALL - ONE SIDE ONLY
PROVIDE (1) "SEMCO" HOLD DOWN
ANCHOR (MTS278) AT EACH END
OF SHEAR WALL SEGMENTS.
o NEW EXTERIOR WALLS
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
*EL1
=0'-0"
FIN. FLOOR
EL = 8'-9 114
EL =0'-0"
FIN. FLOOR
SOUTH ELEVATION
1 /4" = 1 '—(1"
EXISTING CON5TRUCTION
NEW CONSTRUCTION
JD. SLEEPERS
rOND
Firm Name and Address
ANTHONY G. LAMELL, AIA
FL AR - 0012012
3650 HOLLY GROVE AVE.
JAC KSO NVI LLE, FL 32217
PHONE: 731-1668
GENERAL NOTES
1.) HIDDEN LINES INDICATE WALLS &
AREAS TO BE REMOVED.
2.) SHADED AREAS INDICATE NEW WALLS
AND COLUMNS TO BE INSTALLED.
3.) CONTRACTOR SHALL VERIFY ALL
DIMENSIONS ON SITE PRIOR TO
�I
4.) REMOVE AND REPLACE EXISTING
1
1
1
'■ ■
I■ ■
�■ ■
1
1
1
5.) NEW SECOND FLOOR FRAMING TO
II
CONTRACTOR TO VERIFY PRIOR TO
SETTING FINAL PLATE HEIGHT.
6.) HARDI-BOARD SIDING TO MATCH
EXISTING SIDING TO REMAIN
WHERE INDICATED ON PLANS.
7.) EXISTING ENTRY PORTICO TO
...........................
111
EXISTING CONSTRUCTION TO REMAIN
12
5
- ----- - - ---- T_
2'-0"
- 1_,F I-, I F_F
EXISTING GARAGE DOOR TO REMAIN
NEW CONSTRUCTION (EXISTING GARAGE WALLS E SLAB TO REMAIN)
WEST ELEVATION
1 /4" = 1'-0
6X6 WD. COLUMN
N
11-1I
00
2'-0" c11
N
I
00
I
- LINE O EXISTING GARAGE
ROOF BE MODIFIED
0
0
EL = 29'-6 1 /2"
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
EL = 10'-0"
FIN. FLOOR
EL = 8'--9 1/
EL =0'-0"
FIN. FLOOR
LEGEND
0 EXISTING WALLS
0 WALLS TO BE REMOVED
NEW INTERIOR WALLS -
SHEAR WALL - ONE SIDE ONLY
PROVIDE (1) "SEMCO" HOLD DOWN
ANCHOR (MTS278) AT EACH END
OF SHEAR WALL SEGMENTS.
o NEW EXTERIOR WALLS
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
*EL1
=0'-0"
FIN. FLOOR
EL = 8'-9 114
EL =0'-0"
FIN. FLOOR
SOUTH ELEVATION
1 /4" = 1 '—(1"
EXISTING CON5TRUCTION
NEW CONSTRUCTION
JD. SLEEPERS
rOND
Firm Name and Address
ANTHONY G. LAMELL, AIA
FL AR - 0012012
3650 HOLLY GROVE AVE.
JAC KSO NVI LLE, FL 32217
PHONE: 731-1668
GENERAL NOTES
1.) HIDDEN LINES INDICATE WALLS &
AREAS TO BE REMOVED.
2.) SHADED AREAS INDICATE NEW WALLS
AND COLUMNS TO BE INSTALLED.
3.) CONTRACTOR SHALL VERIFY ALL
DIMENSIONS ON SITE PRIOR TO
THE START OF CONSTRUCTION.
4.) REMOVE AND REPLACE EXISTING
EXISTING CONSTRUCTION TO REMAIN
12
5
- ----- - - ---- T_
2'-0"
- 1_,F I-, I F_F
EXISTING GARAGE DOOR TO REMAIN
NEW CONSTRUCTION (EXISTING GARAGE WALLS E SLAB TO REMAIN)
WEST ELEVATION
1 /4" = 1'-0
6X6 WD. COLUMN
N
11-1I
00
2'-0" c11
N
I
00
I
- LINE O EXISTING GARAGE
ROOF BE MODIFIED
0
0
EL = 29'-6 1 /2"
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
EL = 10'-0"
FIN. FLOOR
EL = 8'--9 1/
EL =0'-0"
FIN. FLOOR
LEGEND
0 EXISTING WALLS
0 WALLS TO BE REMOVED
NEW INTERIOR WALLS -
SHEAR WALL - ONE SIDE ONLY
PROVIDE (1) "SEMCO" HOLD DOWN
ANCHOR (MTS278) AT EACH END
OF SHEAR WALL SEGMENTS.
o NEW EXTERIOR WALLS
EL = 21'-2"
FIN. FLOOR
EL = 19'-8"
*EL1
=0'-0"
FIN. FLOOR
EL = 8'-9 114
EL =0'-0"
FIN. FLOOR
SOUTH ELEVATION
1 /4" = 1 '—(1"
EXISTING CON5TRUCTION
NEW CONSTRUCTION
JD. SLEEPERS
rOND
Firm Name and Address
ANTHONY G. LAMELL, AIA
FL AR - 0012012
3650 HOLLY GROVE AVE.
JAC KSO NVI LLE, FL 32217
PHONE: 731-1668
GENERAL NOTES
1.) HIDDEN LINES INDICATE WALLS &
AREAS TO BE REMOVED.
2.) SHADED AREAS INDICATE NEW WALLS
AND COLUMNS TO BE INSTALLED.
3.) CONTRACTOR SHALL VERIFY ALL
DIMENSIONS ON SITE PRIOR TO
THE START OF CONSTRUCTION.
4.) REMOVE AND REPLACE EXISTING
WINDOWS WHERE INDICATED ON
PLANS WITH NEW IMPACT RESISTANT
INSULATED DOUBLE HUNG TYPE.
5.) NEW SECOND FLOOR FRAMING TO
MATCH ELEVATION OF EXIST. FLOOR.
CONTRACTOR TO VERIFY PRIOR TO
SETTING FINAL PLATE HEIGHT.
6.) HARDI-BOARD SIDING TO MATCH
EXISTING SIDING TO REMAIN
WHERE INDICATED ON PLANS.
7.) EXISTING ENTRY PORTICO TO
REMAIN.
8.) All WINDOWS HEADERS 0 7'-0" AFF
TO MATCH EXISTING UNLESS
OTHERWISE NOTED.
9.) All EXTERIOR WALLS TO BE 2X4 0
16" O.C. PLATE HEIGHTS VERY
AS NOTED ON PLANS.
(SEE STRUCTURAL).
10.) VENT DRYER TO EXTERIOR.
11.) REPLACE EXISTING FIBERGLASS
ROOF SHINGLES WITH NEW METAL
STANDING SEAM ROOF AS INDICATED.
12.) EXISTING GARAGE DOOR TO REMAIN.
13.) EXISTING EXTERIOR WD. STAIR TO
BE RELOCATED AND MODIFIED AS
NECESSARY TO FIT NEW LOCATION.
0
PERMIT ISSUE
2/22/05
D
REVIEW ISSUE
12/10/04
C
REVIEW ISSUE
10/27/04
B
REVIEW ISSUE
6/25/04
A
PRELIMINARY PLANS
5/15/04
No.
Revision/Issue
Date
Registered Professional Seal
13 Project Name and Address
LOFF RESIDENCE
ADDITIONS/RENOVATIONS
1057 BEACH AVENUE
ATLANTIC BEACH, FL
2082
cV 1
1/4" = V-0"
ELECTRICAL FIXTURE SCHEDULE
TYPE
DESCRIPTION
TYPE
DESCRIPTION
$
ONE—WAY SWITCH
-.-I
FLOOD LGT'S (W/TIMER OPTIONAL)
$3
THREE—WAY SWITCH
OVP
VAPOR PROOF RECESS LGT.
$°
DIMMER SWITCH
4.)
CEILING EXHAUST FAN / LIGHT
-(�-
PENDANT/SURFACE MTND. LGT,
O—
PROPANE GAS OUTLET
-(
WALL LIGHT
Q
SMOKE DETECTOR (115V)
®
RECESSED LIGHT
EH
CABLE TV JACK
=4�
DUPLEX RECEPTACLE
Q
TELEPHONE JACK
=GFI
GROUND—FAULT INTERUPT RECEPT.
o
FLUORESENT LIGHT
=4;�wP
WEATHER PROTECTED 110V OUTLET
+F
CEILING FAN
PRELIMINARY PLANS
1/2 SWITCHED RECEPTACLE
XP
PENDANT/BAR LIGHT
®
SPECIAL PURPOSE RECEPT (220V)
4
WALL SCONCE
Q
JUNCTION BOX (LGT—OR—FAN)
TRACK LIGHT
LO
DISC. SWITCH (EQUIP.)®
ELECTRICAL PANEL
Ro.
FLOOR OUTLET
(9
THERMOSTAT
Firm Name and Address
ANTHONY G. LAMELL, AIA
F I
L AR - 12012
3650 HOLLY GROVE AVE.
JACKSONVILLE, FL 32217
PHONE: 731 -1668
GENERAL NOTES
1.)
HIDDEN LINES INDICATE WALLS &
AREAS TO BE REMOVED.
2.)
SHADED AREAS INDICATE NEW WALLS
AND COLUMNS TO BE INSTALLED.
3.)
CONTRACTOR SHALL VERIFY ALL
DIMENSIONS ON SITE PRIOR TO
THE START OF CONSTRUCTION.
4.)
COORDINATE ALL SITE AND
LANDSCAPE LIGHTING WITH
POOL AND ELECTRICAL
SUB—CONTRACTORS.
5.)
REVISE ALL EXISTING SWITCHES
AND ELECT. FIXTURES AS NECESSARY
PER CODE AND GENERAL
REQUIREMENTS.
0
PERMIT ISSUE
2/22/05
B
REVIEW ISSUE
1/04/05
A
PRELIMINARY PLANS
5/15/04
No.
Revision/Issue
Date
Registered Professional Seal
N
Project Name and Address
LOFF RESIDENCE
ADDITIONS/RENOVATIONS
L
BEACH AVENUE
NTIC BEACH, FL
2
4'-1"
m.
;kIl
tai
23'-i"
5'-O"61_511 6111
F -j L__ J L__J
\-24"x I24,x12
FOOTING WITH
(2) "5's EACH WAY
AT EACH COLUMN
LOCATION.
3(o "x 3(o "x 12"
FOOTING
W/ (3) "5's
EACH WAY.
7 F
501-0"
6'-3" - �----- BI -Ion,! 1-^.111
�- — — -7
-
-2
3ro "x 3(o "x 12"
FOOTING
W/ (3) 05's
EACH WAY.
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NEW 4" CONC. SLAB WITH (ox(o 101fo WWM
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EPDXY 4" INTO EXISTING
SLAB AND EMBED 12" INTO
—
NEW SLAB TYPICAL.
3(o "x 3(o "x 12"
�- -� FOOTING-�•
W/ (3) O5's 3(o"x 3(o!'X 12"
EACH WAY FOOTINGS
CUT INTO W/ (3) 05's
EXISTING: FOOTING. EACH WAY. I
CUT INTO
ERIFY FOUNDATION EXISTING FOOTING. ..:
REQUIREMENTS FROM :::::::::::::::
ELEVATOR
MANUFACTURER.
4'-10" 15'-5"
.................:
.....� .- -N.E.W .24,"xI2 °. DEEP
... ....FOOTING WITH
(3) 05 CONT.
_ .........
.........:..:..................................................... '
................
/4a"x 48"x 12"
PAD FOOTING 51-5N
W/ (4) "5's
L_...... ...... :: 1=ACH WAY.
VERIFY EXISTING INTERIOR
BEARING FOOTING LOCATIONS.
ADD NEW 24" WIDE x 12" DEEP
FOOTING W/ (3) 05's CONT. AS
REQUIRED.
A
(2) N5 DOWELS AT
FOOTING LEVEL.
36x3(ox12 48x4ax12 `
FOOTING FOOTING
W/ (3) 05's W/ (4) "5's
EACH WAY CUT INTO EACH WAY CUT
�::......... EXISTING FOOTING. INTO EXISTING FOOTING..,,,,..,_.,..
�,:;; ;::.;;;:.�.:;.:�6G-8G�IOPl X4.,4—
I SIMILAR DETAIL) I
.- 5'-5" -
501_0 N
NOTE:
ALL NEW FOOTINGS CUT INTO
EXISTING SHALL HAVE "5 DOWELS
AT 24"O.C. EPDXIED INTO SURROUNDING
SLAB ON ALL SIDES. DOWELS SHALL
BE EPDXIED 4" INTO EXISTING SLAB
AND EMBEDDED (o" MINIMUM INTO NEW FOOTING.
'2) "5 DOWELS AT
FOOTING LEVEL.
'2) 05 DOWELS AT
FOOTING LEVEL.
(TYf=.)
2) 05 DOWELS
AT FOOTING
LEVEL. (TYP.)
FOUNDATION PLAN 4
22'-3"
m
PLAN FOR STATE APPROVAL
THIS FOUNDATION PLAN IS FOR
STATE SUBMITTAL ONLY. DO NOT
USE FOR CONSTRUCTION.
-STEEL COLUMN
BASEPLATE
BASEPLATE ANCHORS
EXISTING GARAGE SLAB MATCH EXISTIN EPDXIED INTO FOOTING.
GARAGE CURB EMBED MIN. (o" INTO
HEIGHT. MAIN FOOTING.
°
GRADE
a ° °
-- _ -
4a"x 48"x 12" FOOTING
WITH (4) 05's
EACH WAY.
SECTION A -A
CABANA FOUNDATION PLAN
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32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 _ 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
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SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 _ 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 _ 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 _ 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
F�l
GENERAL DESIGN CRITERIA:
Codes:
2001 Florida Building Code, ASCE 7-98, ACI, AITC, NDS, AWPA, APA, (Latest addition U.O.N).
GENERAL NOTES:
1. It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities
having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means
and methods of constructing and shall do their work in conformance with all applicable codes and regulations.
2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work.
3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings,
sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work.
4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced
without expressed written consent of the Engineer of Record.
5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any
similar situation elsewhere in the work except where a different detail is shown.
6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation
and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are
specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available
to the contractor.
7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building
and its component parts during eirection.
8. Temporary bracing:
Contractors shall be responsible -for all temporary bracing that is required during construction
to keep structure safe and plumb until the entire structure is in place. Bracing
shown on structural drawings is for the completed structure only.
9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity.
Contractor shall report any differing conditions to the Engineer of Record prior to commencing work.
CONSTRUCTION NOTES:
CONCRETE:
1. All concrete shall have the following minimum compressive strength at 28 days:
slab on grade, footings, and remaining concrete ------------------------------------ fc=2500psi
2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (vis ueen) vapor
with 6x6 W1.4 x 1.4 WWM lapped 8" at edges and ends in conformance with ATM -A 185, or
barrier. Such slabs shall be reinforcedpp g
Fiber mesh Reinforcement shall The used with minimum 2" fiber length at 1 LB/CY complying with ASTM C 1116.
3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a
density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite
poison before slab is placed.
4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95% of Modified Proctor Maximum!
Dry Density (ASTM D1557) for a, depth of at least two feet. (2') below the bottom of the footing.
5. Where shown, cores of block masonry shall be filled with coarse grout or pea
gravel concrete with minimum compressive strength of 2500 psi at 28 days.
6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel
conforming to AC1301, AC1315, AC1318 and CRSI Manual of Standard Practice,
(latest editions).
7. All continuous vertical and horizontal reinforcing steel in footings, beams and
columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater.
8. The following minimum concrete cover shall be provided for reinforcement:
3" --------------Concrete cast against and permanently exposed to earth.
2" --------------Concrete exposed to earth or weather, #6 Bar and larger.
1 1/2 ----------- Concrete exposed to earth or weather, #5 Bar and smaller.
1 1/2 ----------- Concrete not exposed to weather or in contact with earth for the primary reinforcement,
ties, stirrups, and spirals in beams and columns.
9. Horizontal beam and footing bar's shall be bent 25" around corners or corner bars with a minimum 25"
lap. (U.O.N.)
10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel.
Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel.
11. All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete
structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings.
12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete",
I AGI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" AGI 301 (latest edition).
STEEL:
1. Structural steel shall conform to RISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings,
(latest editions).
a. Welded connections----------------------------------------------- AWS D1.1
b. Anchor bolts & threaded rods----------------------------------- ASTM -F-1554, GRADE 36
c. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36
ROOFING:
1. Roofing shall comply with 2001 FBC Chapter 15.
2. Asphalt shingles shall be designed for the applicable wind zone of the structure.
3. Follow the manufacturer's attachment schedule for the wind zone of the structure.
4. Asphalt shingles shall comply with ASTM D 3161.
MASONRY:
1. All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code.
2. Concrete masonry units shall be ASTM C90-75, Hollow Load -Bearing Concrete Masonry Units, Type 1,
Grade N-1, normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi).
3. Mortar shall conform to ASTM C270 and be of Type S.
4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi.
Grout shall be mixed to provide a slump between 8" to 11 ".
5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings.
Lintels shall be of sufficient size and reinforcement for the given span loading conditions.
FRAMING:
1. Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified
by the plans and specifications.
2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design
Specifications for Wood Construction.
3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal.
4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure -treated.
5. Contractor shall provide all fastening devices necessary and suited for each application.
Fastening subject to moisture shall be hot -dip galvanized to ASTM 153-80.
6. All metal connections and fabrications shall comply with A.I.S.C. specifications.
7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for
Wood Construction, TPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100.
8. All trusses shall be designed and certified by Truss Manufacturer's registered Engineer.
9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at
end reactions of all girder trusses.
10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval.
Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license
to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and
installation drawings showing size, shape and layout.
11. Bracing of trusses during erection installation shall comply with TPI HIB 91.
12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with
hurricane clips or anchors as noted in the Truss Connector Schedule.
13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling.
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
N/A
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
03-25-03
REVISION DATE:
08-17-04
DRAWN BY:
CF/ DJM II
CHECKED BY:
JKH
SHEET:
GN
BRICK VENEER WITH 1" AIR SPACE, SPLICE IN UPPER PLATE
STRUCTURAL NOTES
AND WALL TIES AT 16"oc. VERT. AND T
32" oc HORIZONTAL.
I. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE NOTES ON THREADED ROD INSTALLATION
A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d GOM
WEEP HOLES ®48"oc. MINIMUM 12- 16d or NAILS OR 16- 3"x .131" GUN NAILS. I) RODS REQUIRE A MINIMUM LENGTH OF (I) BAR DIAMETER THREADED INTO COUPLING.
GALV. FLASHING 16- .131 " x 3" IN THIS 2. ALL GABLE ENDS SHALL BE BALLOON FRAMED OR
( — 1' DOUBLE PLATE NAIL w BRACED PER DETAIL. 2) MULTIPLE RODS MAY BE CONNECTED WITH COUPLING TO FORM ONE ROD.
2x PT SILL - .t SPLICE IN LOWER PLATE ZONE (TOTAL) .131" X 3" 0 8' OC. / 3. ALL 5HEARWALL5 SHALL BE NAILED AT 3" oc.. OR 6" oc.
1/2" ROD ASSEMBLY AT NOTED SPAC G (AS NOTED) ON ALL EDGE5 AND 12" oc. INTERMEDIATE f (�
H/ Sd COM NAILS N.O.N) BLOCK ALL UNSUPPORTEDTHEv '
AND EMBEDMENT CLEAN COMPACTED FILL STAGGERED EDGE5 WITH 2x4 FLAT W15E BLOGKING. 5HEARWALL5 3) ADDITIONAL L TURN OF THE NUT SHALL BE APPLIED TO AGHIEYE PROPER TENSION.
4' or GREATER
1 #5 CONT. 8" MIN. SPLICE SHALL BE 15/32" CDX OR "1/16" 05B. (U.O.N)
' I
4" CONC. SLAB x6-102500pi 0 STU ROD CENTERED ON DOUBLE 4. HEADER STUDS AND HEADER CRIPPLES SHOULD BE 4) THE MAXIMUM 5PAGIN6 OF ANCHOR BOLTS ON EXTERIOR WALL5, ON THE SILL PLATE
FIBERMESH OR 6x6-10/10 WWM TOP PLATE NAILED TOGETHER AT 6"oc. w/ 12d GUN NAILS (.131x 15 60" oc. THEREFORE IF RODS ARE SPACED GREATER THAN 5'-0" THEN ADDITIONAL �n
3") STAGGERED. INSTALLED. 1/2"
A. 4, TOP JOINTS OR ROD ON 5. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED pi/ III HA5HER MAY BE USED DEFOR 1/2" x 110" ANCHOR EBOL SHNRTH15 APPLIBGATON. V
L 2- 2x_ TOP PLATE EACH SIDE WITHIN 12 OF TO WITHSTAND THE DE516N WIND LOADS.
-1=1 -III =i 6 MIL VA OR BARRIER JOINT.
= - - - 2x_ STUDS NAILED TO EACH ROD WITHIN 6 OF BOTTOM 6. ALL CONNECTORS ARE Simpson OR EQUAL. N.O.N) 5) THE TOLERANCE ON ROD PLACEMENT SHALL BE
#5 CONT
-- OTHER w/ .131" x 3" ® 8"oc. DOUBLE PLATE JOINTS. 7. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL
— = L CLEAN, TREATED, COMPACTED FI1 STAGGERED BEARING CAPACITY OF 2000 pef. 6) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR THREADED RODS INTO FOUNDATION
• = =-
_ 8" CMU STEMWALL w/ 1#4 VE ICAL ALT: IF ROD IS GREATER SHALL BE 7" MINIMUM.
GRAD =III- AT 4LU
8" OC. AND ALL CORNERS, w/ ' �1 TYPICAL THICKENED EDGE FOOTING THAN 6" FROM JOINT- ADD l) SHOULD A HEADER LENGTH EXCEED 48", IN5TALL 55T- 5PH4/6 or 55T- L5TAI8 ,
G STRAP FROM HEADER TO TOP PLATE AT 32"oc. v ,
4 SIMPSON SSP AT JOINT.
12" ,: = 12" HOOK AT SLAB AND 6" HOOK ( THREADED ROD
M �i'' AT FOOTING. ASSEMBLY AS NOTED BLOCKING OR SOLID (MIN. (3) 12"
BLOCKS) NAILED w/ 4- .131" x 3" 19/32" CDX SHEATHING NAILED AS PE
ROD OR BOLT WITHIN NAILS NAILING SCHEDULE t (�
12" OF EACH SIDE v ,
%^ T&G STURDI-FLOOR OF BREAK 2x_ STUDS
CONVENTIONAL FRAMING AS NOTED
DECKING NAILED AT6"oc. 4- .131" x 3" NAILS AT EACH ROOF SHINGLES OVER 15# FELT
ON EDGES AND 12"oc, IN CUT CUT LENGTH SHALL BE 36" BLOCK
HE FIELD, USE 6d RING
LENGTH H FOR 16" DEEP JOIST
(�� TYPICAL STEMWALL w/ BRICK VENEER t SHANK 7(TOP
SHANK. O
8d COMALSO BE �� ROD PLACED WITHIN 12" OF
NOTE: IF STEMWALL WALL EXCEEDS 48" CONTACT ENGINEER USED. 8 EACH SIDE OF CORNERS
OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. Loon BEAM As NOTED ILL PLATE BREAK
TYPICAL FRAMING OF CORNERS AND PLATE LAPS
2x PT SILL vide minimum V
1/2" ROD ASSEMBLY AT NOTED SPACI end distance
Simpson Strong -Tie
w/ 11 - 10d COM CSI AT 32" OC.
CH END LENGTH
4" CONC. SLAB 2500psi w/ AND BOTTOM)
FIBERMESH OR 6x6-10/10 WWM
LJ TYPICAL 2-5TORY BETWEEN FLOOR 5TRAPPING AT WALL OVER BEAM
! .. •::. H
4 SCALE: N T S TRUSS
STUD TABLE
STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS
I
I
I
I
I
I
�
CEILING
No. 2 SPF
No. 2 SYP
I
I
I
I
No. 1 SYP
NOTE:
TYPICAL STRAPPING (UNO)
HEIGHT
8 ft.
2x4
16"oc.
2x6x4-
24"oc.
16"oc.
2x6
24"oc.
2x4x
16"oc.
24"oc.
9 ft.
16"oc.
24"oc.
16"oc.
24"oc.
16"oc.
24"oc.
10 ft.
16"oc.
24"oc.
16"oc.
24"oc.
16 oc.
24"oc.
11 ft.
N/A
24"oc.
N/A
24"oc.
N/A
24"oc.
12 ft.
N/A
24"oc.
N/A
24"oc.
N/A
24"oc.
13 ft.
N/A
24"oc.
N/A
24"oc.
N/A
24"oc.
14 ft.
N/A
16"oc.
N/A
24"oc.
N/A
24"oc.
15 ft.
N/A
16"oc.
N/A
16"oc.
N/A
24"oc.
16 ft.
N/A
16-oc.
N/A
12"oc,
N/A
16"0c.
HURRICANE ANCHOR AT EACH TRUSS
( SEE SCHEDULE ) (1) ON RRESILLIENT PCHANNELSDRYWALL 1 n/
INSTALL SIMPSON SPH4 CLIPS AT 32" O.C. UL P522
2x4 SPF #2 STUDS AT 16" OC. (2) 2x4 SYP DOUBLE TOP PLATE �
(SEE STUD TABLE FOR SIZES ORNICE DETAIL AS
AND SPACING AT VARIOUS HEIGHTS) PER BUILDER'S SPECS , \
7/16" OSB SHEATHING NAILED 6"oc. ON EDGES 5/8" TYPE "X" DRYWALL �J
& 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS ONE HOUR FIRE RATED -UL U356 Q
UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT%" T&G STURDI-FLOOR SHEATHING GLUED w
AND NAILED' w/ 6d COM OR RING SHANK at 6'
= = =
1=111 NOTE: THIS TABLE APPLIES TO STRUCTURES WITH MEAN ROOF HEIGHT LESS THAN 25' AND Z
#5 CONT ON EDGES AND 12"oc. IN FIELD. TYPICAL
—I I-III—I I=/ -3-16d COM @ EA. CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. 8" SHEATHING. O
: I CLEAN, TREATED, COMPACTED FILL BLOCK (TYP.) 3 4" STUCCO FINIS " " " a n/
---SPF STUD GRADE MAY BE USED ON 8' OR LESS NOMINAL PLATE HEIGHTS ON SINGLE / (1) LAYER 5/8 TYPE X DRYWALL !_.K_
8" CMU STEMWALL w/ 1 #4 VERT L STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS, O N RESILIENT CHANNELS �
G 11-1 1 AT 48" OC. AND ALL CORNERS, / 2X4 PT SILL
y BOTTOM OF SLAB -3-12d COM (TYP.) UL L534 C)
12" = 12" HOOK AT SLAB AND 6" H00 W O
MIN. `":�.•`:�;' AT FOOTING. 3" 1-1" MIN. INTERIOR BEARING FOOTING 1/2" THREADED ROD ASSE=MBLY 2x4 BLOCKING @ 12"oc. (U.O.N.) 2 2x4 SYP DOUBLE TOP PLATE STRAP WALL STUDS BETWEEN FLOORS AT 32"0. 0
1r' SPACED AS NOTED ( )
#5's CONTINUOS
WITH SIMPSON CS16 STRAPS ( 44" LENGTH) NAI •
PLUMBING WASTE LINE—SHEARWALL LEDGER TO EACH STUD WITH (1 1) 1 Od COM NAILS. LLI
( SIMILAR TO DETAIL "H") C -
EXISTING ROOF TRUSS CUT AS z: a
TYPIC/'L INTERIOR 5HEARWALL TO TRU55 CONNECTION REQUIRED TO REMAIN STRAP WALL STUD TO BEAM PER DETAIL "H"
LA
TYPICAL STEMWALL 4" MIN.
BOTTOM OF SLAB THREADED ROD ASSEMBLY (SEE DETAIL) NEW MULTI -PLY BEAM AS NOTED'
F`--{+ INTERIOR BEARING FOOTING 2-2x— RAISED HEADERAI HURRICANE CLI P
777`NOTE: IF STEMWALL WALL EXCEEDS 48" CONTACT ENGINEER 3°
w/ 1/2" SPACER BETWEEN MEMBERS +*
OF RECORD FOR ADDITIONAL DESIGN REQUIREMENTS. 12" #5's CONTINUOS
4" CONCRETE SLAB w/ 7777
PLUMBING WASTE LINE
6x6, 10x10 WWM OR 51MP50N PA 51 EMB. STRAP Q
FIBERMESH REINF. (21) 16d COM NAILS
LOWER REBAR AND FOOTING IN THI5 AREA (MIN.) GARAGE SLAB THICKENED EDGE O
IF NECESSARY I
- STEMWALL EXISTING FRAMED WALLS (1) LAYER 5/8 TYPE X DRYWALL \
d.1 ♦ C
ff ff f9
.Q • ,� STEMWALL FOOTING THREADED ROD A55EMBLY (SEE DETAIL)
6 MIL VAPOR BARRIER OVER PLUMBING PENETRATING INTERIOR BEARING FOOTING d ON RESILIENT CHANNELS
TREATED & COMPACTED FILL
8M (1) # 5's CONT. (2) 2x__ HEADER/BEAM UL L534 W Uj -
I/2" SPACER BETWEEN MEMBERS [- LC
TYPICAL NON-BEARING STEP FOOTING �/ w }-
C -- 3" x 3" X,14,5' a
" WASHER 2 x 4 STUD
W
' ' T II ALIGN w/ RAFTER 0 a
CONVENTIONAL FRAMING AS NOTED
OPENINGS LESS THAN
43" SHALL USE (1) KI
REFER TO WALL SECTION FOR TYPICAL AN HORS & (1) CRIPPLE
OPENINGS BETWEEN
1 #5 CONT. 43" - 8'-0"
if I SHALL USE (2) KING S
& (2) CRIPPLES.
4" CONC. SLAB 2500psi w/ (U.O.N.)
FIBERMESH OR 6x6-10/10 WWM' IF OPENINGS EXCEEDS
IN WIDTH SEE PLAN.
:
GRADE
CLEAN, TREATED, COMPACTED FILL
`-;''•:` NOTE:
• SINGLE SILL IS
REFER TO WALL SECTION FOR FOOTING ACCEPTABLE FOR
OPENINGS UP TO
5'-1" WIDTH
I I
NG
Sl
8'-0"
I
I
I
I
I
I
�
I
I
I
I
NOTE:
TYPICAL STRAPPING (UNO)
Q ..I� d-- . OD ATTACHMENT TO HOEDOWN TO BEAM AT OPENING ROOF SHINGLES OVER 15# FELT
W ~ -' Z
T F�
�-`,/ a
#4 BENT INTO FOOTING AND ¢
THICKENED EDGE 19/32" CDX SHEATHING NAILED AS PER STRAP STUD TO Z -j LL
USE SIMPSON
DOUBLE PLATE
SIMS OR #4 VERT. -TYPICAL- NAILING SCHEDULE
SIMPSON LSTA1.8 W/ SIMPSON W
STRAP AT 32"oa <50° MIN> w/ 12
SI
ON HEADER (#5 CONT.
GREATER THAN
48" (U.O.N.) 2x4 LOOKOUTS 3" x 3" x 1/4" .WASHER & 1/2" NUT (TYPICAL)
N PLACEMENT OF 51MP50N PA51 EMB. STRAP ® 45"oc. FOR OVERHANG ` WI
Y2" THREADED ROD ■ V
ASSEMBLY WITHIN 6" ; 1) LAYER 5/8" TYPE "X"
OF KING sruos. GABLE END WALL RYWALLHURRICANE ANCHOR AT EACH TRUSS
ANCHOR BOLT orON RESILIENT CHAN E S W
( SEE SCHEDULE ) LrT'I op Cr
7�
'" x 7" EPDXIED F-`-�
UL P522 U);
ANCHOR SHALL BE 51MP50N LTP4 (2) 2x4 SYP DOUBLE TOP PLATE J
INSTALLED IF HEADER CLIP AT 48"oc. fa' - ��
LENGTH EXCEED 5'-0" 2X4 SPF #2 STUDS AT 16 OC = Z
DOUBLE PLA a (SEE STUD TABLE FOR SIZES ORNICE DETAIL AS rn
STUDS of I6"o I I AND SPACING AT VARIOUS HEIGHTS) PER BUILDER'S SPECS v 1 LL
TYPICAL FOUNDATION IN GARAGE
D
(SEE LAYOUT) I I �' 1 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES �-
5/8" TYPE "X" DRYWALL � W �-
& 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS ONE HOUR FIRE RATED —UL U356 U -
UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT W
TYPICAL HEADER STRAPPING ^ GABLE END FRAMING FOR PLATFORM FRAMING �
r %" T&G STURDI-FLOOR SHEATHING GLUED
2 x 4 STUDS ® 16" o.c. AND NAILED; w/ 6d COM OR RING SHANK at 6"oc.
3/4" STUCCO FINIS ON EDGES AND 12"oc, IN FIELD, (F = CERT, : 25846)
No. 2 or Bt. SPF
I/2" NUT (TYPICAL) 1/2" THREADED COUPLING 2955 HARTLEY RD.,
1/2" ROD ASSEMBLY AT NOTED SPACING AND EMBDMENT
3 x 3 x I/4 WASHER (TYPICAL)
2x4 PT SILL SUITE 202
— 2x4 FLATWISE LOOKOUT
(2) 2x6 SYP DOUBLE TOP PLATE JACKSONVILLE, FL.
® 46"oe. FOR OVERHANG 32257
4" CONCRETE SLAB w/ NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING —
(1) LAYER 5/8" TYPE "X" DRYWALL
6x6, 10x10 BA OR THREADED
CLIP (TYPICAL I 2x6 SPF #2 STUDS AT 16" OC. ON RESILIENT CHANNELS Ph. (904) 886-2401
FIBERMESH REINF. EXCEEDS 1/2 OF THE EXTERIOR PITCH DO -�Qj USE T,f�A� 1�D
6 MIL VAPOR BARRIER OVER it
TREATED & COMPACTED FILL THIS DETAIL. THE GABLE WALL SHALL BE BALLOON FRAMED, A5 NOTED ON LAYOUT (SEE STUD TABLE FOR SIZES UL L534
STUDS 0 16"oa.I i AND SPACING AT VARIOUS HEIGHTS) Fax (904) 260-4367
A.
• ' •.• 1 YROD307 GALV. THREADED ��)- loci IN RAFTER I i I jhuiseng@bellsouth.net
MIN. I" SPACE BETWEEN TOP
D AND
$" -ij-�'
(3) # 5's CONT. 7M6"STRUCTURAL ROOF SHEATHING
Of-
--STU IN �t NAIL. C 418"ocI I I 1/2" ROD ASSEMBLY AT NOTED SPACING SCALE:
A307 ROD or EQUAL_ 1
2AOUTRIGGER @48"oc, I I 4" CONC. SLAB 2500psi W „ ' 11
LSTAI2 STRAP -LENGTH As I ( 1 /2" THREADED COUPLING x-/0 WWM P / /2 - -Q
�`'I�D' I I FIBERMESH OR 66101
HURRICANE CLIP H-2.50REQUAL � DO NOT SCALE
BLOCKING REQUIRED BETWEEN OUTRIGGERS 4� � � I 2X 6 PT SILL U. 0. N .
TYPICAL INTERIOR BEARING FOOTING 4GABLE END FRAMING FOR BALLOON FRAMING
E SIMPSON @8"
oc. AFTERcoNr.
2x4 BLOCKING @SHEATHING JOINT
THIS DRAWING
4'FROMGABLEEN SHINGLE STRIP NUT AND I" WA5HER 1 2 ANCHOR BOLT OR EPDXIED ROD
FASCIA 1/2" A301 ROD THREADED / RELEASE DATE:
2 x 4 STUDS ® 16" o.o. BO SCAB CONT. TOP TO AT ENDS or ` 03-25-03
No. 2 or Bt. SPF � -TOP CHORD OF GABLE END TRUSS
PROVISIONS FOR TYPE VI (1 -HOUR CONSTRUCTION)
BOTTOM DROP 1/2" ALL THREADED GALS _,RO EPDXY INTO SLAB or .
CHORD @8' FROM GABLE FOOTING
/2" ROD ASSEMBLY AT NOTED SPACING AND EEDMENT 1. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 5/'° " REVISION DATE:
3-12d NAILS TYPICAL AT CONT. 2x4 SCAB FROM TOP TO 1/2" THREADED COUPLING 4 \ USE 51MPSON "SET"
EPDXY TRUSS or BEAM DRYWALL ON ALL INTERIOR SURFACES. °o
X -BRACING BOTTOM CHORD @ X -BRACING i" WASHER. ,• .... °. 0-07-04
(PROVIDE
P ROVIDECAL ADDIGIONAL2 s@ ALT: 5IMP50N 2. ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH ,'! "
2x4 SCAB IF VERT. WEB IS 1' �� ACRYLIC TIE 1/2" NUT
I/2 x 10 ANCHOR BOLT s
TO FORMAN "L" SHAPE.) /TYPE "X" DRYWALL ON EACH SIDE. .DRAWN BY:
4" CONCRETE SLAB w/ NOT (�" EMBEDMENT) NOTE: EPDXY SHALL •
6x6, 10x10 WWM OR PRESENT --� COYER BOLT TO TOP 24" X 1 2" CONC.
FIBERMESH REINF. TOE NAIL TRUSS TO DOUBLE HTTI6, HTT22, MGT (AS NOTED) 3. SYSTEM 42 FLOOR SYSTEMS SHALL BE CONSTRUCTED WITH 1 DJ N
PLATE IL16dCOMO OU F PLATE.
_ CONT.2x4x8'#2 SYP LATERAL NOTE: ANCHOR BOLT SHALL. „ LAYER OF 5/" TYPE "X" DRYWALL APPLIED ON RESILIENT CHANNELS FOOTING W/ 3#5'S CONT. 11
BRACE @ 48"oc. BE HOT-DIPPE GALVANIZEI 8 CMU STEMWALL ATTACHED TO THE BOTTOM CHORD OF THE TRUSS.
{ 4" :!: �:`�'`•�"' BOTTOM CHORD OF GABLE
— :' : • : 1" •':`'�' : : 2x4 BLOCKING @ 48 "oc. END TRUSS OR 55. TOP PLATE 2'-0" "
4. THE CEILING ON THE UNDERSIDE OF THE ROOF SYSTEM SHALL BE CHECKED BY:
�,,: ;, .. �.;, • #4 TRANS at 24 oc.
r r . BETWEEN GABLE AND FIRST 2- 2x TOP PLATE g
8" 6 MIL VAPOR BARRIER OVER TRUSS, CONSTRUCTED WITH (2) LAYERS OF %" TYPE "X" DRYWALL.
NOTE: IF ACG TREATMENT 15 USED ON SILL J KH
TREATED &COMPACTED FILL ALT:LSSIMPSON LTP4 @ 48"oc. 1? 5. ALL PENETRATIONS TO FIREWALLS MUST BE "FIRE TAPED" or PLATE -ALL NAILING INTO SILL PLATE SHALL REQUIRE
(3) # 5's CONT. ALT: LSTA24 MINIMUM 7" EMBEDMENT "FIRE WRAPPED" AT THE PENETRATION. BASED ON THE OPENING
2AX-BRACE@8'-0°0�. HOT -DIPPED GALVANIZED NAILS MEETING ASTM A
zx sTUDs @ is"oc. OR AS NOTED) SIZE. 155 SPEC I F I GAT I ONS. SHEET:
ALL MEMBERS SHALL BE SYP ROD ATTACHMENT TO HOEDOWN AT TRUSS/BEAM
ALTERNATE EMBEDMENT METHODS FOR THREADED RODS 6. ALL A/C DUCTWORK PENETRATING THE FLOOR SYSTEM MUST IF BORATE TREATMENT 15 USED GALVANIZING lc --NOT
TYPICAL GABLE END (X -BRACING) R
TYPICAL INTERIOR BEARING STEP FOOTING K , ` HAVE A FIRE -DAMPER INSTALLED AT THE INTERFACE. REQUIRED.
7. ELECTRICAL OUTLETS INSTALLED IN FIREWALLS CANNOT BE BACK
AND MUST BF INSTALLED IN SEPARATE STUD BAYS. TYPICAL NEW CONSTRUCTION EXTERIOR WALL SECTION
PERMANENT STORM SHUTTER SYSTEM OR IMF�ACT RESISTANT
GLASS ARE REQUIRED FOR THIRD FLOOR WINDOUIS AND GLAZED DOORS.
ING
GINEER
n
E STRIP (5)
FLOORS -
AREA OF OPENING,
LIVE LOAD=
40p-sf
DEAD LOAD=
15psf
(CARPET or WOOD)
ALTERNATE NAILING 2
DEAD LOAD=
20psf
(TILE)
36.3 -48.7
DEFLECTION CRITERIA:
20.1 to 50 sf
CARPET or WOOD=
L/480 LL
L/240 DL
TILE= U600 LL
U360 DL
ROOF (TRUSS)- O J
R I O R ZONE (4) LIVE LOAD= BC 10psf 1 0
1 1
DURATION FACTOR: 1.25 J
DEAD LOAD= TC 7psf
BC 5psf ILL 0
WIND PRESSURES ON WINDOWS & DOORS (psf)
Enclosed Structure
AREA OF OPENING,
EDGES RIP(5)
INTERIOR ZONE 4
ROOF (CONY. FRAME)-
Pos Neg
Pos Neg
ALTERNATE NAILING 2
RAFTER LOAD= 20psf LL
��
0 to 20 sf
36.3 -48.7
36.3 -39.4
20.1 to 50 sf
34.8 -45.3
34.8 -37.9
50.1 to 100 sf
32.6 41.0
32.6 -35.7
100.1 to 200 sf
30.8 -37.9
30.8 -33.9
,200.1 to 500 sf
29.3 -34.51
29.3 -32.3
guk.pl = 2V. 16,
NAILING SCHEDULE
SHEARWALL LAYOUT- POOL CABANA SHEET:
SHEARWALL LAYOUT- 1st FLOOR
S�2
A'
ROOF (CONY. FRAME)-
U)
W
ALTERNATE NAILING 2
RAFTER LOAD= 20psf LL
��
M
20 - 12d sinkers
10psf DL
DURATION FACTOR: 1.25
° L I
U
W
CEILING LOAD= 20psf LL
a=
0
4" o.c. on edges and 8" o.c. in the
10psf DL
Cl)J
0
field with 0.099" x 2" gun nails
2955 HARTLEY RD.,
D
0
z
•
BUILDING CODE: 2001 FLOMDA BUILDING CODE
WIND DESIGN THOU: ASCE 7-98
BASIC WIND SPEED: 120 mph
shank or ring shank
C`
REVISED 11/25/02
ENC. &PART. ENC. 1/2" Or
BUILDING CATEGORY: II
J
J
I
a
z
0 W
>J
7/16" Roof Sheathing,
WIND IMPORTANCE FACTOR: 1.00
A
WIND EXPOSURE: C
DESIGN FOR ENCLOSED STRUCTURE
SHEARWALL LAYOUT- POOL CABANA SHEET:
SHEARWALL LAYOUT- 1st FLOOR
S�2
W
CIL
CONNECTION
oc
a
ALTERNATE NAILING 2
Lap in double plate
za
W
LL m
20 - 12d sinkers
° L I
L= ti
W
a=
0
4" o.c. on edges and 8" o.c. in the
SW - shearwall
Cl)J
0
field with 0.099" x 2" gun nails
2955 HARTLEY RD.,
W
O
JACKSONVILLE, FL,
o
3" o.c. on edges and 12" o.c. in the
SW(3) - shearwall
shank or ring shank
Lu
REVISED 11/25/02
ENC. &PART. ENC. 1/2" Or
6" o.c, on all supports with 8d
SHEARWALL LAYOUT- POOL CABANA SHEET:
SHEARWALL LAYOUT- 1st FLOOR
S�2
W
CIL
CONNECTION
TYPICAL NAILING
ALTERNATE NAILING 1
ALTERNATE NAILING 2
Lap in double plate
12 - 16d common
16 - 0.131" x 3 1/4" gun nails
20 - 12d sinkers
6" o.c. on edges and 12" o.c. in the
W
field with 8d common, box, screw
6" o.c. on edges and 12" o.c, in the
4" o.c. on edges and 8" o.c. in the
SW - shearwall
shank or ring shank
field with 0.131" x 2 1/2" gun nails
field with 0.099" x 2" gun nails
2955 HARTLEY RD.,
3" o.c. on edges and 12" o.c. in the
SUITE 202
JACKSONVILLE, FL,
field with 8d common, box, screw
3" o.c. on edges and 12" o.c. in the
SW(3) - shearwall
shank or ring shank
field with 0.131" x 2 1/2" gun nails
ENC. &PART. ENC. 1/2" Or
6" o.c, on all supports with 8d
6" o.c. on all supports with 0.131" x 2
7/16" Roof Sheathing,
common, ring shank or screw
1/2" smooth, ring or annular shank gun
w `t
• DO NOT SCALE
shank,4" o.c. edge nailing within 4'
nails, 4" o.c. edge nailing within 4' of
120 MPH
of roof edge and ridges
roof edge
LL
11- 10d commons in each end (22
00-00-00
< a
Simpson LSTA30
total)
DJM II
CHECKED BY:
9 -10d commons in each end (18
FSS
Simpson LSTA24
total)
10 - 10d commons in each end
Sim son HTS 30
(20 total)
13 - 10d commons in each end
Sim son MSTA36
(26 total)
Simpson SPH4
12 - 10d x 1 1/2" nails
Simpson H2.5A
10 - 8d commons (Total)
(2) 10 - 10d x 1 1/2" in rafter; 10 - 10d
Simpson H16
x 1 1/2" in plate
Sim son LTS 12
5 - 10d commons in rafter & plates
5 - 10d x 1 1/2" nails in rafter & plates
7 - 0.148" x 1 1/2" nails in rafter &
Sim son MTS12
7 - 10d commons in rafter & plates
plates
Simpson LTA1
12 - 10d x 1 1/2"
Simpson PHD8
24 - 1/4" x 3" SDS screws
Simpson MGT
22 - 10d commons
Simpson HTT16
18 - 16d commons
Simpson HTT22
32 -16d sinkers
SHEARWALL LAYOUT- POOL CABANA SHEET:
SHEARWALL LAYOUT- 1st FLOOR
S�2
W
CIL
�. cr_ Lr
-`� .
J C
= Z
-,
7 `
Ya
W
C11 -
LL
U
-
w
W
%
( FL. CERT. #: 25846)
2955 HARTLEY RD.,
F--� L,
SUITE 202
JACKSONVILLE, FL,
32257
Ph. (904) 886-2401
'rl U 1 �-
W LC
CN
Hlseng@gybellsouth,net
� o
• U.O.N.
w `t
• DO NOT SCALE
0 O
RELEASE DATE:
Z
02-22-05
LL
00-00-00
< a
DRAWN BY:
DJM II
CHECKED BY:
-.1
FSS
1�
W
CIL
�. cr_ Lr
J C
= Z
Ya
W
C11 -
LL
U
-
w
W
%
( FL. CERT. #: 25846)
2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL,
32257
Ph. (904) 886-2401
Fax (904) 260-4367
Hlseng@gybellsouth,net
1 1-011
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
—
SINGLE ASSEMBLY
\ / O 13/4 I1 % ' LVL
/ ITN l3) (PPL S
HANDRAIL BY BUILDER (TYPICAL) I' ACH E MINIM14m
z II
II N
w Q III Old
u I
- u
( OPEN DECK) II Iw i-- q 0 J
: .............: :❑ 1- I I Q N m
cA 0 tz
I I^ N I r (a
.......... NOTE: PROVIDE N I) `" N 0
�� BUILD PONY WALL TO 3 0 `'�
. MI MUM 2'- LENGTH OF II (2) 1/4 x 14 LVL RAISED BEAM � — Q�
SHEARWALL. SUPPORT FLOOR JOISTS uj � II — —ALIGN WITH POSTS ABOVE.
— -- --- --- -� yC
........... ABOVE. == — ________________ .�
- 11-
_ I ILL
w z Q ��
............. ❑ II ( w U L1wU;
_ —IlL_(2) 13/4'1 x Irl" LVL RAISED BEAM_ W le �O
.............::
:::::::::::...::::::......::::::::::::::::::..................._.......................;.Ii
I
:.............: -
:.:.............................
:�.
:::............. : m I I:I u � � IL4
Lu
NIIT —A m0 ( aXo o
II:I w C -
.......... II:I u d
2 6 CEI ING J SITS 1�
-1::
AT 4" O. c.,
A-
..
Lv
11 Ly
_
SOLID GORNE II:I,
. — —_=___-____= (4)2 SY
(3)13/4' x 16" LVL RAISED BEAM 6 BUILT- P PO t
( EXTEND OVER PARALLAM POST Q . �5Y4"x 5Ya" P RALLAM POS At BEAM SUPPORT.
TO ALLOW HANGER INSTALLATION m :kll
FROM INTERSECTING BEAMS) III'
N:
:III —
CUT BACK EXISTING JOISTS } :kllA IL
AND RAFTERS TO HANG INTO illi
NEW RAISED BEAMS. INSTALL—
SIMPSON LU26 OR LU26-2 x Ill
HANGERS AS REQUIRED. (TYPICAL)
IIIA
FRA E THESE SHEARWALLS TO
3"x 5Y4" PAR.4LLAM POST OTTO SIDE OF FLOOR SHEATHING
P 150 . INSTALL (2) 16d COM NAILS
ALIGNED WITH POST BELOW. Al4" O. . `rwRU FLOOR SHEATHING INTO
DOL5LE TOP PLATE OF WALL.
LSL RIM JOIST (TYPICAL)
SOLID COINER OST TO MATCH ABOVE.
SSS
BLOCK SOLID BETWEEN
FLOORS.
(2 I1xg' POST
} 3) 2X4 POST
(2)13/4" x 14n LVL RAISED BEAM
0II C4_
} �c*4
LF 0_1
� I I I w �-•
x t i- r
ll.
:Iii: Alio
SOLID CORNER :III:
i
SHEARWALL LAYOUT- 2nd FLOOR
SHEARNALL LEGEND
SHEARWALLS NAILED AT 6 "oc. ON EDGES
AND 12"oc. IN INTERMEDIATE SUPPORTS
WITH Sd COMMON NAILS.
SHEARWALLS NAILED AT 31loc. ON EDGES
AND 12 "oc. IN INTERMEDIATE SUPPORTS
WITH 8d COMMON NAILS.
SSS ....... SHEATH BOTH SIDES OF SHEARWALL AND
NAIL WITH DENOTED PATTERN.
NOTE CONSTRUCT SHEARWALLS WITH 7%"
OSB or "N'52' CDX (U.ON.)
NOTE REFER TO SHEET S-1 FOR STRUCTURAL DETAILS.
\ . -. vr-. . 11. &.V%., -TV/
2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
4 = 1 1-011
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
0- r2
•-
W Lr
W
O
M
w
Z) C
Z)Z
LL2
a
O
w
`'-
J
=
U.
U
Lli
_
�
N
U_
�
D
Z
O
J
Q
�
Z
..J
u..i
J
>
J
Q
Q
Q
Z
0
U
6I-
Q
LLJ
ZQILLm
0 L
U.
L0
a=
0
0
to
J
Lu
O
\ . -. vr-. . 11. &.V%., -TV/
2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
4 = 1 1-011
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
0- r2
•-
W Lr
W
mcr
M
w
Z) C
Z)Z
LL2
a
w
LL ..
W
W
\ . -. vr-. . 11. &.V%., -TV/
2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
4 = 1 1-011
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
0
1
SHEARWALL LAYOUT- 3rd FLOOR
SHEARN ALL LE67END
SHEARWALLS NAILED AT 6"oc. ON EDGES
AND 12 "oc. IN INTERMEDIATE SUPPORTS
WITH Sd COMMON NAILS.
SHEARWALLS NAILED AT 3"oc. ON EDGES
AND 12 "oc. IN INTERMEDIATE SUPPORTS
WITH 8d COMMON NAILS.
SSS ....... SHEATH BOTH SIDES OF SHEARWALL AND
NAIL WITH DENOTED PATTERN.
NOTA : CONSTRUCT SHEARWALLS WITH 7fb"
OSB or 15/32" CDX (U.ON.)
NOTE : REFER TO SHEET 6-1 FOR STRUCTURAL DETAILS,
O -'
o LL
J =
U.U
<C
'3 Lu
M cn
� U
F—
D Z
Q
O
i'
Q Q
J Z ..
O Lu
J H �
Q
D =
0 U
OC Q w
Z �( U. 00
OW U. ti
= Q o
W O
• 111
- z
+•�..i''
J LL
W
z
z
W
W
a
L�r,
W r -
LY] M
J C
Z) Z
YLL
a
WLL
LL
w
2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
Y4 it = 1 1-011
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
SECOND FLOOR DOUBLE TOP PLA
/—BOLT DOUBLE PLATE TO TOP OF FRAME
WITH %$" A307 BOLTS AT 12"oc. STAGGERED
�. .. 1P (TYP.)
\—REFER TO FOUNDATION PLAN
FOR FOOTING SIZE AND SPECS
EXERCISE ROOM STEEL FRAME LAYOUT
TEELBEAM
-PLATE WELDED
i CUT
:H
5"x 8"x X"
TH (2) $"0
)LTS
4"x 4"x Y4"
B STIFFENER PLATE
" O HOLE AT EACH SIDE OF WEB
SECOND FLOOR DOUBLE TOP PLATE
BOLTS.
A307 4 TOTAL 6 PER CONNECTION).
). I
I
i
12"x 4"x %" BASEPLATE
w/ (2)1 yl 6" HOLES FOR
EPDXIED ANCHORS WITH i
10" EMBEDMENT. STAGGER
BOLTS ON OPPOSITE SIDES
OF FRAME WEB (TYP).
5"x 8"x 5/8" BASEPLATE
WITH (2) %" EPDXIED ANCHORS.
EMBEDMENT DEPTH SHALL EXTEND
MINIMUM 6" INTO MAIN FOOTING BELOW.
( SEE SECTION A -A ON SHT. F-1)
TS COLUMN BASE PLATE
BOLT DOUBLE PLATE TO TOP OF FRAME
WITH 5/" A307 BOLTS AT 12"oc. STAGGERED
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3/8" WEB STIFFENER PLATE
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LIVING ROOM STEEL FRAME LAYOUT
12"x 4"x %" BASEPLATE
W/ (2)1 yl 6" HOLES FOR
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2x RIPPED TO FIT AND
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L 3 Y"x 3 Y4"x Y4" STEEL ANGLE
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL,
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
4 11 = 1 1-011
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
S-5
H2.5A CLIP (TYP
LTSI
1)OE FR FFR
NON-STRU
FRAMING E
2x6 RAFTERS AT 24" O.C.
CABANA
INC
DOUBLE RAFTEF
DORMER WIDTH
(2'-5')
TRIPLE RAFTER:
DORMER WIDTH
(5'-8')
DOUBLE HEADEI
SIMPSON 435 (T'
NAIL RAFTER TO
x 3" TOE
2x8 RIDGE BEAT`
2x�o's 6 24"o.c. (1
(2) 2x4's
EMOVE EXISTING DOI
'URAL TRELLIS
OTHERS.
MJvr rMAIV11wv T
AFTERS AT 24" O.C.
LE ASSEMBLY AREA)
RAFTERS AT 24" O.C.
NGLE ASSEMBLY AREA)
Y4" STEEL PLATE (TYPICAL)
6" dia. HOLE FOR THRU
BOLTS (TYPICAL)
ALIGN WITH HOLES
IN OUTER PLATES
Q
900 /
BOLTS
(TYPICAL)
(III j'Y4" STEEL PLATE (TYPICAL)
kb" dia. HOLE FOR THRU
BOLTS (TYPICAL)
__'O�k6 L63 L6
CUSTOM CONNECTION AT SINGLE ASSEMELY -IIP RIQGE
NOTE:
RAFTERS SHALL BE 2x6 SYP No.2 OR BT AT 24" O.C. (U.O.N.)
RIDGES, HIPS, AND VALLEYS SHALL BE 2x8 SYP No.2 OR BT. (U.O.N.)
CONVENTIONAL FRAME ROOF AREAS - SHINGLE ROOFS
Span Tables for No. 2 SYP Rafters
No Ceiling Load - 20 psf ILL, 10psf DL
SIZE 12" o.c. 16" o.c. 24" o.c.
x—ice
x
Span Tables Tables for No. 2 SYP Rafters - No Ceiling Joist -
with Drywall Ceiling - 20 psf LL, 15 psf DL
SIZE 12" o.c. 16" o.c. 24" o.c.
x�'
Span Tables for No. 2 SYP Ceiling Joist
20 psf LL, 10 psf DL
SIZE 12" o.c. 16" o.c. 24" o.c.
x �—�-
20'.9"—
Span Tables for No. 2 SYP Floor Joist
40 psf LL, 10 psf DL
SIZE 12" o.c. 16" o.c. 24" o.c.
x
x-
Roof Framing Notes:
1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT. SYP
2. ALL RAFTERS SHALL BE 2x6 at 24"oc. (U.O.N.)
3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS.
WITH (5) 10d x 1Y2' NAILS EACH END- FOR SPANS UP TO 10'-011
.
4. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON MTS12 TWIST
STRAP WITH (7) 10d x 1)/2" NAILS EACH END -FOR SPANS UP TO 20'-0".
5. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES. FACE -NAIL
COLLAR TIES TO RAFTERS WITH (5) .131"x 3Y4' NAILS.
6. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH (4)
.131"x 3Y4' TOE -NAILS.
7. ALL RIDGES. HIPS, AND VALLEYS SHALL -BE (1) NOMINAL S17F LARrF=P
THAN ADJOINING RAFTERS. (U.O.N.)
8. FASTEN RAFTERS TO CEILING JOISTS WITH (4) .131"x 3Y4' NAILS,
9. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH (3)
.131"x 3Y4' TOENAILS.
10. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH (2) SIMPSON MTS12
TWIST STRAPS WITH (7) 10d x 1 %" NAILS EACH END OF STRAP.
NOTE: MAXIMUM SPAN OF 2xro RAFTERS
AT 24"o.c. IS 12'-4". BRACE OVERFRAMING
TO TRUSSES TO REDUCE SPANS AS /-ROOF _ SHEATHING
REQUIRED.
I
(4).13111 x 3 Y4
TOENAILS (TYP)
x6 OVE:RFRAMING
'SON H2.5A CLIP
2x8 No.2 SYP NAILED
TO TRUSS CHORD w/
(5) .131" x 3 Y4" NAILS
2x4 TRUSS TOP CHORD
5EGTION A -A
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
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• U.O.N.
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THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
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III III
6x6 PT POST ON SIMPSON A5U66 Z III III
POST BASE: w/ (2) SIMPSON Hyo Z CLIPS III III
At I5EAM ABOVE or USE (2) HtS3 III
PERMACAST DETAIL. (TYPICAL OF 9)III (2) HT6
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THREADED ROD LAYOUT- FIRST FLOOR
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CABANA
THREADED ROD NOTE6:
USE TYPICAL BETWEEN FLOOR3.
IF SPACING OF THREADED RODS
- STRAPPING DETAIL WHERE SECOND
— EXCEED 5'-0"oc, THEN
FLOOR WALLS ARE BUILT ABOVE
ADDITIONAL ANCHORS SHALL BE
BEAMS. CLIP DOUBLE PLATE t0 STUD
ADDED t0 THE SILL AT A
w/ SPH4 CLIPS at 32"oc. (TYPICAL)
MAXIMUM SPACING OF 5'-0"oc.
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2. IF HEADER LENGTH EXCEEDS
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FOUNDATION t0 SECOND
SHALL BE INSTALLED FROM
FLOOR TOP PLATE IN ALL
HEADER TO TOP PLATE TO
LOCATIONS ALLOWED BY
ACHIEVE PROPER SPACINGS
OPENINGS IN THE WALLS.
X" THREAoED ROD FROM FOUNDATION
TO DOUIBLE TOP PLATE. ( 1" EMBEDMENT)
'Y' THREADED ROD FROM FOUNDATION
TO SECOND FLOOR TOP PLATE. ( 1" EMBEDMENT)
_ I" THREADED ROD FROM FOUNDATION
TO DOUBLE TOP PLATE. ( 12" EMBEDMENT)
_ V THREADED ROD FROM FOUNDATION
U - TO SECOND FLOOR TOP PLATE. ( 12" EMBEDMENT)
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 = 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
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JACKSONVILLE, FL
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 = 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
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CHECKED BY:
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SHEET:
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JACKSONVILLE, FL
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Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 = 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
11 = 1 1-011
4
• U.O.N.
• DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
THREADED ROD LAYOUT- SECOND FLOOR
PPED TO HEADER
OVER AND NAILED
:) TO TOP FLANGE.
)ER TO CRIPPLES
rA24 AND STRAP
rO BEAM BELOW
7N C81% STRAPS,
TIroO STRAPPED TO POST
:LOW AND LOOPED OVER
ID NAILED TO 2x BOLTED
TOP FLANGE. STRAP POST
BEAM BELOW WITH (2) C516.
THREADED ROD 1 OTE5:
USE TYPICAL BETWEEN FLOOR 3, IF SPACING OF THREADED RODS
— STRAPPING DETAIL WHERE SECOND — EXCEED 5'-Voc. THEN
FLOOR WALLS ARE BUILT ABOVE ADDITIONAL ANCHORS SHALL BE
BEAMS. CLIP DOUBLE PLATE TO STUD ADDED TO THE SILL AT A
w/ SPH4 CLIPS at 32"oc. (TYPICAL) MAXIMUM SPACING OF 5'-O"oc,
USE 1/2" EPDXIED ANCHORS WITH
A 5" EMBEDMENT.
2 , IF HEADER LENGTH EXCEEDS
ROD SPACING NOTED THEN
SST- SPH4 OR SST- LSTA16
SHALL BE INSTALLED FROM
HEADER TO TOP PLATE TO
ACHIEVE PROPER SPACING
4. THREADED ROD SHALL BE
CONTINUOUS FROM
FOUNDATION TO SECOND
FLOOR TOP PLATE IN ALL
LOCATIONS ALLOWED BY
OPENINGS IN THE WALLS.
'Y' THREADED ROD FROM FOUNDATION
TO DOUBLE TOP PLATE. ( 7 EMBEDMENT)
V' THREADED ROD FROM FOUNDATION
TO SECOND FLOOR TOP PLATE. ( 7 EMBEDMENT)
_ 'Y" THREADED ROD FROM FOUNDATION
TO DOUBLE TOP PLATE. ( 12" EMBEDMENT)
'Y' THREADED ROD FROM FOUNDATION
— TO SECOND FLOOR TOP PLATE. ( 12" EMBEDMENT)
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2955 HARTLEY RD.,
SUITE 202
JACKSONVILLE, FL.
32257
Ph. (904) 886-2401
Fax (904) 260-4367
jhulseng@bellsouth.net
SCALE:
Y4 if = 1 1-011
• U.O.N.
i DO NOT SCALE
THIS DRAWING
RELEASE DATE:
02-22-05
REVISION DATE:
00-00-00
DRAWN BY:
DJM II
CHECKED BY:
FSS
SHEET:
S-8