6th Street 172 (3) KEVIN E . MULLICAN
DESIGNER, INC .
(904) 641 -3871
------------------ -----------------------------------------
'M15 CA
SUN PORCH
2C-1 13;1
MASTER MASTER No TER
CLOSfif BEDF4004A ATIA t
Ez
MFCIi ICALUI
ST E
LAUND GUE
I
I f
FOYER
((3 GE
3 GE
M,�A a NIM APPMOH
ENT L;EST
CH ROOM
IMPERVIOUS
20' 1XI
f SURFACE
V A I
LOT AREA: 3950 S.F.
BUILDING AREA: 1659 S.F. k
CONCRETE DRIVE: 300 S.F.
% OF IMPERVIOUS
SURFACE: 49 %
No: DATE: REMSIONS:
A2
OCC,AN �OLUWWP 3
r4
HOME RENOVATION
FOR
ATLANT�C BEACH THE HOOTENS
01tQ FICK
IF6 0
0
ARCHITECTURAL
SITE PLAN
�"j F r
F, E.
This drawing Is an Instrument of service and the
Yr
property of Kevin E. Mullican. and shall
remoln his property, The use of this drawing shall
JUN -2 3 2003 be restricted to the original-site for which It Is pro—
pared and publication thereof Is expressly limited to
such use.
Job No- 02-206 ShOst Ncr
Date: 6/02/03
Scale: 111 101-011
Drawn: K.E.M. S P 1
Chocked:
KEVIN E . MULLICAN
DESIGNER, INC .
(904) 641 -3871
NOTES :
GENERAL NOTES:
DENOTES EXISTING WALL CONSTRUCTION
TO BE REMOVED.
EXISTING SCREENED PORCH TO
REMAIN AND BE REFURBISHED.
T
EXISTING MASTER BEDROOM TO
EXISTING STAIRS TO
EXISTING STAIRS TO BE REFURBISHED INTO PORCH��
BE REMOVED, ALL EXISTING WINDOWS TO
BE REMOVED.
BE REMOVED.
IT r'
TI
5--
P
ra
EXISTING DECK TO REMAIN Ll EXISTING DECK TO REMAIN
ALL EXISTING INTERIOR ALL EXISTING EXTERIOR ALL EXISTING WINDOWS TO
AND BE REFURBISHED. DOORS TO BE REMOVED. AND BE REFURBISHED. DOORS TO BE REMOVED. BE REMOVED.
ALL EXISTING WINDOWS TO
BE REMOVED. EXISTING BAY TO BE REMOVED.
EXISTING WATER HEATER AND SUPP�Y
LINES TO BE REMOVED. lu I
to
"it
--No I,
EXISTING HVAC UNIT TO BE REMOVED r --)I
j1N
it
It
---------------
EXISTING PLUMBING FIXTURES AND SUPPLY LINES
ALL EXISTING KITCHEN CABINETS,APPLIANCES
LL EXISTING INTERIOR TO BE REMOVED, CAP AND ABANDON EXISTNG
AND FIXTURES TO BE REMOVED. it
DOORS TO BE REMOVED.
I It
REMOVE EXISTING CABINETS.
Fit
REMOVE EXISTING
"it
EXISTING PLUMBING FIXTURES AND SUPPLY LINES CABINETS.
EXISTING ELECTRICAL PANEL'TO
TO BE REMOVED, CAP AND ABANDON EXISTNG :1
BE REMOVED AND RELOCATE(D. :; i
DRAIN LINES.
-----------------j
----------
"o", EXISTING WASHER AND DRYER
TO BE RELOCATED. ALL SUPPLY LINES TO
BE REMOVED. CAP AND ABANDON ALL HSI
Lt:q-------------------T----------------T ------------
DRAIN LINES.
ALL EXISTING EXTERIOR DOORS No: DATE: REMSIONS:
BE REMOVED. REMOVE EXISTING STAIRS REMOVE EXISTING STAIRS
A2
L-L NOTE: CONTRACTOR TO VERIFY WITH OWNER WHICH LANDSCAPE
ITEMS TO BE REMOVED DURING DEMOLITION. 3
4
EXISTING DRIVE AND WALK
TO BE REMOVED.
HOME RENOVATION
FOR ,
THE HOOTENS
DEMOLITION
PLAN
This drawing to an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which It Is pre-
- pared and publication therwf Is expressly limited to
firA floor Jernol--ition plan 2� 5econd floor Jernol bon Plan such use.
Job Nw. 02'206 Shoat No:
Data: 6/02/03
Scale; 1/4"=1 1-011
Drawn: K.E.M. D1
Checked:
112-
KEVIN E . MULLICAN
DESIGNER, INC .
(904) 641 -3871
NOTES :
i
3'-O'x X-0"X V-0" DEEP THICKENED
SLAB W/4 45'S CONTINUOUS EACH WAY.
EXISTING CONCRETE SLAB
TO REMAIN.----, A-7
NEW Z-0 x Z-O"x V-0"DEEP 17'-6"
CONCRE'TE PADS FOR 8 ICKPIERS.
w/(2)#5's E.W.
————— ——— —— -
L _j ---------
V-4" 12'-2"
3'-O'x S-O"x V-0" DEEP TH CKENED RECESS SLAB 4"
SLAB W/4#5'S CONTINUOUS EACH WAY. '..FOR SHOWER.
LINE REPRESENTS CONNECTION BETWEEN
EX III TING CONCRETE SLAB EXISTING CONCRETE SLAB AND NEW SLAB/
TO EMAIN. r
10'-6" 6\6
EPDXY #5 DOWEL C? ca
5" INTO EXISTING,
EMBED 12" INTO NEW Z-O"WIDE x V-0" DEEP THICKE qED
1 124"x 24"x 12" x V-0" DEEP THICKENED
SLAB W/3#5's CONTINUOUS. W/(2)45's E.W. #5'S CONTINUOUS EACH WAY.-
AT 48"oc.
4 C? -7
r
5T-2F -2" - -2"
12-2' 12-2 'T
4
t --Fr- ------
A
_7
L J
7
4-1- J
C3
L_-1 J Z-O"WIDE x V-0"DEEP THICKENED
NEW 24" x 12" FTG.
9
SLAB W/3#5's C DINTINUOUS. -A ro
w/ (3) #5's CONT. 1 :1
L
I
co Cl)
3'-O'x 31-0"x jl'-O" I EEP THICKENED
C?
SLAB VY1 4#TS CC NTINUOUS EACH WAY.-': 7-
4 2'-8" 2'_0 5-2"
'04
I F 4"CONCRETE-SLAB W/6x6xl 0x1 0
---—————————--- W 41-011 1
W.W.M. &8"T(URNED DOVVN EDGE
#5 DOWELS
OVER TREATF-D AND COMPACTED FILL.
r:
Cn
@ 48"oc.
1 1-4 1 1 1
EPDXY 5" INTO
9
,--- EXISTING CONC.
EXTEND 12" INTO
4 NEW FOOTING 12t-4" 17'-8"
'4"x 2'-O"CONTINUCUS (�ONCREITE
Co
FOOTING W/3#5's CONTINUOUS I&
4,,b.c. i I
#4's TRANSVERSE Ca 2
DE
:COMPACTED SUBGRA
4
C?
4"CONCRETE SLAB 250q psi W/ x6x10x10
4
W.W.M. OR FIBERME SH ON 6 AILL VAPOR BARRIER
'TqD FILL.
j _,OYER TREATED AND CO PA
I 1 4
j,
IA 14
No. DATE: REV1610N&:
1 4 4
9
A-7
4'-0"
k5tallation of Now Footinq -1 IT- I
25'-0"
HOME RENOVATION
30--0"
FOR
7'-0" 41'-10"
THE HOOTENS
48'-10"
FOUNDATION
founjc-iion plan PLAN
This drawing is on instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which it is pre—
pared and publication thereof is expressly limited to
such use.
Job No: Sheet No:
02-206
FREY K. HULSBERG, P.
FL PE No.33152 Date: 04/15/03
2955 HARTLEY RD.,SUITE 202
Scale: Oil
JACKSONVILLE,FL.32257 1/4"=l'-
Ph.(904)886-2401 ax 4)260-43§L___"_,) Al
_"ED
""v
ICK PIE
4"
\1 2"
.W.
E
T
.0 1
9
I,�41
Drawn. K.F.M.
Checked:
�j
KEVIN E . MULLICAN
DESIGNER, INC . -
(904) 641 -3871
NOTES :
GENERAL NOTES:
DENOTES NEW CONS RUCTION.
T-4" 12� T-4" 2" 2% T-4" 12" T-4- 12" ,
(3) 2244 CASE (3) 2244 CASE
to- ::j:jjl:::;
PRE-FAB PRE-FAB
NOTE: HEIGHT OF SUN PORCH UWj SPIRAL SPIRAL
WINDOWS TO BE VERIFIED IN STAIR STAIR
FIELD AFTER FRAMING. ILIVING
LU :3 1 11 .1 1
U) N i PORCH
< A-7 I I A-7
9 U SUN PORCH cr) 8'-7" PLATE(FIELD
80 EXIST. 7'-4" PLATE VERIFY)VAULTED
I. L)
17'-6" 24-4- 17'-6"
W
ILL 2'-4" 2'-6" 6'-4" 6'-4" 6-10 14�4" T�2" 5'-7" W-4" 5'-7"
00 e f
ce) H03
_____LW6a AT�IUM 305QIDH 30361DH 3036;DH
oc� 3068 FRENCH M1 :f
_j L L
vz W1111111111111A I I
3050 DH 0 7-0" 2'
LINEN 0 MICRO/ L PANT
8'-2" 2 - C3,- 6 V E-N
r l'-4'k 4-4- CAB Nr F9 V-K
C0,4 CD
W N F-
X __ oat
U_
U TEMP GLAST_
N
CD T1, .1.
_T Uj M
ventles� y 0 co
LO T_
0 4'x 6' 0
MASTER C? prefab MASTER a. MASTER to , ;r 4 11 4'-6"x Z-15" Nr
10 fireplac 00 TUB ventles 3 LIVING C)
'CLOSET BEDROOM to BATH 0 ISLAND
�t prefab 8'-4" PLATE
EXIST. 7'-4'*CLG. EXIST. 7'4"CLG, Cq T-4" CLG. LO 0
20 Fireplac VAULTED 0
co KITCHEN
8'-4"CLG
SHOES
011
6'-1 74" 4'-2" T-2" 5-0- 3 T-0" A) 6'-4-
z LU 3:
X 00 1? F
LLJ
gj LIVING Q� 11 DW
x Ig Jl� REF PANT
W 0 DECK 00
co L
ILL < 2868 (D .111. — — —_ — I
0 ' I W,
y saw=
L
Z Uj ;r I x 12'-2" 12'-0" SQUARE FOOTAGE
73 0 AEEff- A,
C)
TPF5ER MECH/ ce) k
D ow OPEN RAILING C�
STORAG I FIRST FLOOR A/C: 1166 S.F.
10
LAUNDRY GUEST 3068 SOU 3068S _kROUND SECOND FLOOR A/C: 1485 S.F.
EXIST. 7'-4"C G. BATH CORE OR COLUMN
'4"CLG. ::i OPEN TO
W
I U 0 0
C4 > 2868 E Z! 2868 U) LU C0 BELOW DINING 0 OFFICE
01 00 8'-4" CLG 8'-4"CLG TOTAL A/C: 2651 S.F,
co ce)
N W
OPEN TO ABOVE '00 10�
9 % < FOYER co 64 0 LO to LL.
X 1 (0 C3 8"�V-8" T-15" T-8" 8'-8"
0 EXIST. T-4"CLG.c9 co co
01 GARAGE: 254 S.F.
4'-0-
LL 1-9 1 PORCHES; FIRST FLOOR:
24683 �0 1 2668 SUN PORCH 174 S.F.
HB+ 01
W
zi 1
7i
I j I a 406§BIFOLD 1 ENTRY PORCH 65 S.F.
68-
A/�C UNIT 4068 FRENCH
F020 FIXED Cq (2)30501DH KET .......
3068 FRENCH PORCHES; SECOND FLOOR:,
ffl Ln��Fj.AN D I I— - = 1,
LOW2 CABINETS co 6068 BY PASS LIVING PORCH 174 S.F.
5.-l. I"" "" i . (0 co
4 3'-4
z
DECK; SECOND FLOOR:
Cq _j
GARAGE LIVING DECK 184 S.F.
T-4" PLATE
z 2468
7)
0 A/C UN�T
CD GUEST L#?—__ ,_J
I + —-—-—- —-—-—-
ROOM C�
ENTRY +,;, N
T-44"CLG, ACTIVITY BATH TYLER C?
PORCH b
8'-4"CLG 8'-4"CLG 8'-4" CLG
T-4" PLATE 10 TOTAL S.F.: 3502 S.F.
B No: DATE: REMSIONS:
am J,
305 9070 OD (2) 105 H ?020 AWN 1 (2) 3050 JDH
— _ -_ - I . __ ___ � — _� U_- _. rEM I OBSI A2
ARBOR ARBOR
A93OVE BRACKETS 3
4
Ok,
6'-0" e 4'-0" 4'-2 8t-3- 6'-6" 5'-1 6'-0" 6-3" 5-0" T,1 1 6'-6" 6-4-
12'--5" 12'-7" 11--3" 13'
5.41 26-0" HOME RENOVATION
111-101, 30'-0' 111-101, 30'-0"
T-0" 41'-10' T-0" 41'-10" FOR
THE HOOTENS
48--1 0" 48'-10"
FLOOR
PLANS
This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
fir5t floor 5econid floor remain his property. The use of this drawing shall
be restricted to the original site for which It Is pro
50N.F 1/41, 1/41, pared and publication thereof Is expressly limited to
�2 such use.
Job No: 02-206 Sheet NO:
Date: 6/02/03
Scale: 1/411=11-011 A2
Drawn:, K.E.M.
Chocked:
:R1
r Z-10" P AIN T
SF
F
01 1 DW I
L
=R
D
17Z �jh S'/_
KEVIN E . MULLICAN
DESIGNER, INC .
(904) 641 -3871
NOTES :
ARCHITECTURAL GRADE FIBERGLASS SHINGLES ON 12
15#ROOFING FELT OVER 19/32" EXTERIOR
GRADE PLYWOOD SHEATHING OR OSB APPROX. 6/12 PITCH
ON CONVENTIONAL FRAMING. (TO BE FIELD VERIFIED
TO MATCH EXISTING PITCH)
CONTINUOUS ALUMINUM EAVE DRIP
ON P.T. 1"x 2" NOSING OVER
CONTINUOUS PVC 2"x 8"FASCIA
CEDAR SHAKES ON 15#FELT EXISTING
OVER 1/2"EXTERIOR GRADE 8'-4"CLG
PLYWOOD SHEATHING ON
2"x 6"STUDS @ 16" O.C. TOP OF WIN W
DECK RAILS TO BE PVC 2"x 6�
TOP AND BOTTOM RAILS W1
PVC 2"x 2" PICKETS bo
PVC 2" x 12"TRIM BAND Ll -L I I I L
EXISTING
SECONDFLOOR
PVC BRACKET N j Jill I %
I EXISTING
PVC TRIM
OF WIN W
PAINTED P.T. SQUARE
WOOD COLUMN
PVC TRIM
BRICK CAP
BRICK BASE
FIRST FLOOR
T
EXISTING
WeA elevation
EXISTING EXISTING
8'4"CLG 8'-4" CLG
U U -r—Irulln
,TOP' OF WINDO TOP OF WIN W
No: DATE: REMSIONS:
;0 L
I t
EXISTING -I EXISTING /2\
SECOND FLO0R 14 14 1 1 NJ SECOND FLOOR 3
EXISTING --11 EXISTING
N 4
T-4"CLG 14 j? T-4"CLG
TOP"OF WINDU TOP OF WIN W
II- L I
t
HOME RENOVATION
T1 �1
(0
I I T I I FOR
I T- I
EXISTING r T- EXISTING THE HOOTENS
FIRST FLOOR� rq-9 FIRST FLOOR
rLr-Lr-Lr-L
EXTERIOR
-'�2 north devation ELEVATIONS
'0tF: /4, 1"', This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. This use of this drawing shall
be restricted to the original alto for which It Is pro-
pared and publication theraof Is expressly limited to
such use.
Job No: 02-206 Shoat No:
Data: 6/02103
Scale: 1/4"=1 1-091
Drawn: K.E.M. A3
Checked:
-12 Ir
KEVIN E., MULLICAN
DESIGNER, INC .
(904) 641 -3871
NOTES :
ARCHITECTURAL GRADE FIBERGLASS SHINGLES O)N
15#ROOFING FELT OVER 19132"EXTERIOR
GRADE PLYWOOD SHEATHING OR bSB
ON CONVENTIONAL FRAMING.
CONTINUOUS ALUMINUM EAVE DRIP
ON P,T� 1"x 2" NOSING OVER
A-1
CEDAR SHAKES ON 15#FELT [111 1 NEW 8'-7" PLATE
FIELD VERIFY EXISTING
OVER 1/2" EXTERIOR GRADE 8'-4" CLG
I if ELTELLITTL111
PLYWOOD SHEATHING ON
2"x 6" STUDS @ 16"O.C. TOP OF WINDOW
EO
OF
EXISTING EXISTING.
SECOND FL% f T j N SECOND FLOOR
Exis-I-ING EXISTING
7'-4" CLG WINDO--_ TOP OF WIN W T-4" CLG
TOP OF WINDO--_
F-
EXISTING
EXISTING
FT--
FIRST FLOOR I EINAER- -T. FIRST FLOOR
r 1 1 1 f I T- 7-
ea5t elevation
1,'�4
12
APPROX. 6/12 PITCH
(TO BE FIELD VERIFIED
TO MATCH EXISTING PITCH)
EXISTING EXISTING
8'-4" CLG 8'-4"CLG
111 11 lull 11 U U
1 1 UL 1;11 -A�
TOP(OF WINDOW TOP OF WIN W
I, -f L 1- ti
CY
L I At�1, -1-L ED
No: DATt: REMSIONS:
A
EXISTING EXISTING
I LI SECOND FLOO)R
SECOND FLOC 1R L 11 it I'l 1 2
EXISTINU Z-N QN EXISTING
N T i I T-4"CLG 3
T-4" CLG -2s It.
TOP(OF WINDOW TOP OF WINDOW 4
I L 1 .1 lt�-T I t
Ll
L
;0
HOME RENOVATION
-Ii �IL -L.T I L r"-r a
L
11 ILI t T r- 1" Ir 1717�LTLFLF EXISTING FOR
EXISTING y Lr i I I L
-7-L�q L,L A, :IRST FLOOR
L Im E� I
FIRST FLOOR TI"
THE HOOTENS
2 5OUth OJOVat& EXTERIOR
�4 ELEVATIONS
This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which It Is pre—
pared and publication thereof Is expressly limited to
such use.
Job No:, 02-206 Sheet No:
Date: 6/02/03
Scale: 114"=1 I-off
Drawn: K.E.M. A4
Checked'.
KEVIN E . MULLICAN
DESIGNER, INC .
(904) 641 -3871
GENERAL NOTES:
DENOTES BEARING WALLS.
1. ALL ROOF PITCHES ARE APPROX. 6.5 :12
(TO MATCH EXISTING, FIELD VERIFY)
(2)2x12 min. (2)2x12 min. 2. PROVIDE FIBERGLASS SHINGLES ON ROOF
0 L3)_?. 0 SURFACES. INSTALL IN STRICT ACCORDANCE
— ---- — 01 WITH MANUFACTURER'S SPECIFICATIONS.
\(2)2x4 SYP BUILT- 3. PROVIDE PRE-FINISHED ALUMINUM FLASHING
E t1P-Pe&F- AT ALL REQUIRED LOCATIONS. INSTALL IN
ui STRICT ACCORDANCE WITH THE
00
MANUFACTURER'S SPECIFICATIONS.
CONVENTIONAL FRAME NEW I I
CANTILEVERED DECK AREA. I EXISTING 2ND FLOOR �2 STRAP RIDGE TO ROSiF OVERFRAME EXISTING ROOF
FRAMING TO REMAIN AND X CK
W B E REWC�RKED w/(3) HTS30 STRAPS
0
1 0OUBLE1 0
n"
2x8l@ 16"oc.
2-2x�10 1 3,,X 9 LVL
V10�Mh ..... 2 2x10 -3 — J
W11=11A
(2)2x4 SYP BUILT- \(3)2x4 SYP BUILT
(D (3)2x4 SYP (3)2x4l SYP rOA
BUILT UP PO BUILTILIPPOST 11 1 1 1 1 1 1 1 1 UP POST-STRAP TOP& UP POST
30TTOrvi w!GS 16 (TYP 122ACM F! D) -z I
Of
W 0-
LU X co
> 0
F -10
A4-
Z -Icq 0
lic! U-1P
TJ I .-PRO 150's (P 16 NEW HIP F 0017, CONVENTIONAL
:10 X C
FRAME THIS jAREP VVI 2x10 RIDGE 3
EXISTING 2ND OOR
01 AN D 2x6 R'kF'TERS @ 24"O.C..
FRAMING TO MAIN AND c)
BE REWORKE LTHIS A. FI
T— —i
71D I I "
< EXISTING GABLE
UP POST
DECK To REMAIN�611D in (3) 2x6 BUILIT ROOF TO REMAIN.
EXISTING 2ND FIL
BE REVVOI�KE X
D C�
04
< (4)2x6 SYP
LLJ TO MATCH ABO
0
L —_ L
P: Et:
STRAP POST TO
(3)2x4
OPEN X X RIDGE w/(2)CS16
r
3
E
Z(Tal -1
U)
X X (3)2x4
W UJ 0
ui TO ABOVE LOOPED OVER RIDGE
M
(3)2x6 3YP BUILT- Y�BEAM BELOW
UP POST
I I ri-J-1 r— 4 1 1 1 1 1 1
_J
>
J 9
' I I C�
TJ I FRO 150!s 4) 1 ob
i2
CD (3)2x4
X LU X1 (3)2x4 SYP BUIL�- TO
(D
Z (3)2x4 SYP /UP P03T
BUILT UP _T I— I I I I I I I I I STRAP RIDGE TO POST
NEW HEADER FRAME STOOP
POST LL EXISTINq wl(3)HTS30 STRAPS
11 \CONVENTIONAL
EXT. BEARIING
NEWBEAM W�M�gl A
I NaW B14AM V�
.Z',L� _.,1_
-------_------ ------
gok-- ------iR W Z-=.z.z. --------------------------------- ROOF
3'T
NEW HEADER C �;4 YP —1 L
'73....... 0 T (3 L J__
BUILT UP POS ............
0
�EXISTING FLOOR FRAMING ......3�.�.......
TO BE REMOVED THIS AREA CD (D ............ co NOTE,- CONTRACTOR SHALL
FOR STAIRS AND OPEN FOYER. _J ------- -----------
----------
VERIFY EXISTING RAFTERS
.................. ...... ARE 2x6 @ 24" MINIMUM L
U) CONTACT ENGINEER OF
NOTE: 11 Z" TJI-PRO 150's AND LVL BEAMS MAY
..................-0......------
------_'_'_'-, RECORD FOR ALTERNATIVES.
BE SUBSTITUTED FOR 9 "' FLOOR MEMBERS LO L0
2 ...... IF THIS CONDITION DOES NOT
AT SAME DENOTED SPACING IF NEEDED L UJ I N
----- ---1------------ EXIST.
TO MATCH EXISTING FLOOR DEPTH. W 0 ............ 0
---------- ------....... ------------
W I"
ED - 0- 0- -----------_- a_
L ------ ...... ...... =--------------
W .......n......
.................. --------I......-
..... .............
NOTE: CONTRACTOR SHALL VERIFY EXISTING FLOOR ............
...... ------------------ -,ffi------------ CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS No- DATE- REVI5101\15;
FRAMING TO BE 2x10 JOISTS at 24"oc. (MINIMUM) 17 .. . . . . ..
.............. .. ....-- -----
CONTACT ENGINEER OF RECORD FOR ALTERNATIVES. NEW 99AM 2-2xl 3-2xl 0 Span Tables for No.2 SYP Rafters ZL
IF THIS CONDITION DOES NOT EXIST. _J Lj Li No Ceiling Load-20 psf LL,10psf DL zi�
SIZE 12"o.c. 116"O.C. 24"o.c. EXISTING
24 17'-0" 15-11" 12'�V RIDGE
2A ___2T_5'r_- 1191-5" --f y_T6'r__ MTS12 at EACH
NOTE: FLOOR JOISTS MUST BE SINGLE SPAN 2xiO 29'-6" -----2_3TT'____TF-TTff"__ RAFTER NOTCH RAFTERS AS
A�LL JOISTS MUST BREAK ON WALLS. Span Tables for No.2 SYP Rafters-No Ceiling Joist-
DO NOT INSTALL JOISTS CONTINUOUS with Drywall Ceiling-20 psf Ll,15 psf DL REQUIRED
OVER BEARING WALLS. SIZE 12"o.c. 16"o.c. 24"o.c. HOME RENOVATION
__T7_6�
2x10 24%lo" 2 6
_. _.H'_
.2,__
2xi 2 26A" 7 FOR
Span Tables for No.2 SYP Ceiling Joist
20 psf LL,10 psf DL NEW RIDGE THE HOOTENS
SIZE 12"o.c. 16"o.c. 24"o.c. (3) 1 'It X 11 Z" LVL
2x4 8141111 7_8� 8
2x6 1131-611 Tf
2x8 Nrf'r____TrZ�__TT_Tr__
2x10 _T4'-0 __T0'-9 __T7-0
2x12 X'4' 24'-4u 191-101, DETAIL FOR NEW RIDGE FLOOR & ROOF
Span Tables for No.2 SYP Floor Joist FRAMING PLANS
40 psf LL,110 psf OL
SIZE 12"o.c. 16"o.c. 24"o.c. This drawing is an instrument of service and the
2xb -7971"- 9'-9'* property of Kevin E. Mullican. and shall
2X8 ----T4TTr---- 112'40" il%r remain his property. The use of this drawing shall
2xi 0 be restricted to the original site for which it is pre
pared and publication thereof is expressly limited to
such use.
Job No: Sheet No:
floor framin 2 roof frarn in
Roof Framing Notes: 11411 r-oll 02-206
1. Clip rafters to each bearing point with SST-H2.5A clips up to 10'span. tv Date: 04/15/03
For greater than 10'span use Simpson LTS1 2.
Scale: 1/4"=1 t_011
2. All ridges and valleys shall be one(1)nominal size larger than adjoining rafters.
A5
3. Nail rafters to ceiling joists with 4 .131"x 3 1/4"nails. t JEFFREY K. HULSBERG P.E Drawn: K.E.M.
4. Nail rafters to plates with 3-116d common nails.
FL PE No.33152)
5. All rafters and ceiling joist shall be No.2 or St.SYP. 2955 HARTLEY RD.,SUITE 202 Checked:
It
JACKSONVILLE,FL.32257
P�h.(904)886-2401 M�L L104 260-4367
1'72 l6olh _�)I_
KEVIN E . MULLICAN
DESIGNER, INC .
(904) 641 -3871
KEY
.......... ............
220
WP ®r ..........................
-Q,G,D E ........................ .......
..................
-------- ---
...........................
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WP .......................
PLIGHT WP'
UPLI?H�
-------------—--------------------
tkcv -'F�)
LU \%
z WP
0 WP LOCATE STEAM UNIT FOR S CE.
WIP WP ...... .........
QGIFI SCONCE SHOWER IN CABINET.
III&Q a ----I - Dr -- - -
__j WP Ir
SCON 22R��
----------- I LU 20V 44 ..........................
I -------- z ----------------—---------- GF
ON E 4' 1— 0 4 - 144-L PANT
GF F MICRO/ GFI TOP GFI
OVEN . .......... .......
C REC REC REC REC
r -1 1 1
REC RE
ANI
---—----------
C
1�'!i*s-4
rQ�C;JKO
Win, PL
44 :IPOT REC REC �'Iclt�T�'-Xr�!Q
< PEND . ...............
Tv FLOOR i F I I P ( Q
qP D P j I --"� k
OVER a \\ N\ �11"::�!Nb WA'VL 'i'll
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El . ................................
....... ,-,'QSPA R2C REC REC C
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--------- REC REC I I z
44" N 44" 44"
tGFONLI REF et-F= QNDPT-GF� PA
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REC IV Z- 'A IL:j
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NOTE: A U. #2
# BE F1
NeEC ENDANT REC ............... ........... FA\.V01 116-
L PENDANT
' ' OGFI LO ED IN NEW ATTI
0 LIGHT & I
REC
SWITCH ABOVE REC, ---—------REC
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WP
it
hA........... .............
'TC Sv I
ITCH
SCONCE
BELOW ................................
1777/777/777777/7777/771 P------a
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0 ...............
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TO LANDSCAPE 1W Tyr-r(0-N E N db ------------- PHONEO
Nit ..................
LIGHTING FOR GARAGE 2
DOOR OPENER
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REC/ oq__j
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PHONE No: DATE: REMSIONS:
!R
_q S
SCONCE A2
3
4
HOME RENOVATION
FOR
THE HooTENS
ELECTRICAL
PLANS
This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
fir5t floor electrical plan 5ecom,J floor electrical plan remain his property. The use of this drawing shall
be restricted to the original site for which it Is pro-
'Z 5CA f 14 - 11,01, pared and publication thereof Is expressly limited to
�,�Al such use.
Job No- 02-206 Sheet No:
Date: 6/02/03
scalc 1/4"=11-011
Drawn: K.E.M. A6
Chocked:
rwpr
21
KEVIN E . MULLICAN
DESIGNER, INC.
(904) 641 -3871
TYPICAL NOTES
NOTE: CONTRACTOR TO FIELD VERIFY
EXISTING ROOF PITCH PRIOR TO FRAMING AND
MATCH ALL NEW ROOF PITCHES TO EXISTING.
12
FIBERGLASS SHINGLES ON 15# ROOFING FELT 6.5
OVER 5/8* EXTERIOR GRADE PLYWOOD SHEATING 2" x 6" BLOCKING BETWEEN TRUSSES
OR 7/16'O.S.B, ON CONVENTIONAL FRAMING. MATCH (ONLY IF APPLIED RAFTER TAIL
2" x 6'P.T. BLOCKING BETWEEN TRUSSES FALLS BETWEEN FRAMING).
APPLY AFTER RAFTER TAILS R-30 INSULATION W/
5 COURSES OF P.T. 2" POSITIVE AIRSPACE
I" x 6"T&G SHEATING. UNDER SHEATHING.
P.T. 2" x 6" RAFTER TAIL. SMOOTH FINISH ON
5/8*DRYWALL CEILING.
CONTINUOUS ALUMINUM EAVE DRIP ON (2)2"x 6"#2 SOUTHERN PINE TOP PLATE
CONTINUOUS P.T. 1"x 2" NOSING OVER
SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES
ON STRUCTURAL MEMBERS AND CONNECTIONS.
OPEN RAFTER TAILS.
1" x 8"P.T. FASCIA
W1 2"SCREENED VENT
HOLES @ 2--0-O.C.
BETWEEN RAFTER TAILS. ED
0
a.
CEDAR SHAKES ON I SN FELT
OVER 1/2" EXTERIOR GRADE
PLYWOOD SHEATING ON 1/2" DRYWALL ON 2'x 6"
2"x6"STUDS @ 16'O.C. STLIDS@ 16" O.C..
R-1 3 FIBERGLASS BATT
INSULATION BETWEEN STUDS
NEW 7 1/2"WOOD BASE
CL
(L
[-U
CEDAR SHAKES ON 15# FELT z �r
OVER 112" EXTERIOR GRADE U)
k
PLYWOOD SHEATING UN 0
2"x6"STUDS @ 16"O.C.
CL
No: DATE: REMSIONS:
2
S E S RUCTURAL 3
CONTINUOUS P.T. 2'x6"SOLE PLATE W1 4
1 t2"DIA.x 10"LONG ANCHOR BOLT AT
32*O.C.AND AT ALL CORNERS. 4"CONCRETE SLAB 2500 psi W1 6x6x 1 Ox 10
;a .r. W.W.M.ON 6 MIL VAPOR BARRIER OVER
GRADE TREATED AND COMPACTED FILL.
V-4"x T-O"CONTINUOUS CONCRETE
FOOTING W/3#5's CONTINUOUS&
HOME RENOVATION
#4's TRANSVERSE @ 24*O.C.ON
COMPACTED SUBGRADE. 1 #4 CONTINUOUS 1 #4 CONTINUOUS
FOR
4--
��4-CONCRETE SLAB
�'��4-'CO THE HOOTENS
NCRETE SLAB
6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER
L] TREATED AND COMPACTED FILL TREATED AND COMPACTED FILL
wall 5ection r2 curb 6 curb WALL '
�121 2" - 1'-0' SECTIONS
�7 �7 This drawing Is an Instrument of service and the
property of Kevin E. Mullican. and shall
remain his property. The use of this drawing shall
be restricted to the original site for which It In pro—
pared and publication thereof Is expressly limited to
such use.
Job No- 02-206 Sheet NO:
Date; 6/02/03
Scale: 1/2"=V-0"
Drawn: KEM. A7
Chocked:
ROOFING:
GEPCEERAL DMESIGbIll CCRITERIA:
Cofts: 1 . Roofing shall comply with 2001 FBC Chapter 15. Z
2001 'Florida Building Code. ASC'__ 7-98, ACI, ATIC, NDS, AWPA, APA, (Latest addition U.O.N).
2. Asphalt shingles shall be designed for the applicable wind zone of the str-ucture,
GE-b1EPtAL 140TES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure.
this work be in conformance with all requirements of the authorities
1 . It is the intent of the rE:ngineer ac Record that L 4. Asphalt shingles shall comply with ASTM D 3161 ,
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. MASONRY:
2. The contractor shall verify all conditions and dimensions at the job site pri(or to commencing work. 1 . All masonry work shall be in accordance with ACI 530 ASCE 5/ TIVIS 402 Masonry Building Code.
ry�
3. Contractol- shall supply, locate and build into the work all inserts, anchors,, angles, plates, openings,
sl pp-�/Jps .4
hann' -w- slab daprnssions, and pitches as may be reequired to at1tach and accommodate other work.
s 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing ConCret.e Masonry Units, Type 1 ,
Grade N-1 , normal weight, with a minimum compressive strength of 2000) psi (f'm=l .1500psi).
4. These documents, as instruments of senjice are the property of the Engineer of Record and may not be used or reproduced
C; en consent o-c -the Engineer of Record.
without expr ssed writto t; L I L F_ C; C; 3. Mortar shall conform to ASTM C270 and be of type S.
5. All do-tails and sections shown on the drawings are intended to be typical ,and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi.
similar situation elsewhere in the work except where a different detail is shown. Grout shall be mixed to provide a slump between 8" to 11
6. The owner will provide contractor with a soil's investigation report and analysis. All requirements 'for site preparation
A 'I compaction specified in the soil report shall be followed unless a(dditional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on di-awings.
and sol I C Ifl %_ %a %� %_1 Lintels shall be of sufficient size and reinforcement for the given span loading conditions. Z
specified. Notify Engineer of Record if foundation conditions encountere(d differ from soil exploration information made available 0
to the contractor-
FRAMING:
-17. It is the contractor's sole rLesponsibilify to determine erection procedure and sequence to insure the safety of the building LU 0
and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified
by the plans and specifications.
8. Temporary bracing:
-Contractors shall be, responsible for all te-imporary bracing that is requined during construction 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design
to keep structure safe and plumb until 'the entire structure is in place. Bra(cing Specifications for Wood Construction.
LL
shown on structural drawings is fOr the completed structure only.
f- �L
9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal.
Contractor shall report anv differin-ri conditions to the Ennineer of Record prior to commencing work.
J 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be press u re-treated.
CONSTRUu"b'TION blOTI-ES: 5. Contractor shall provide all fastening devices necessary and suited for each application.
'ONCRE:Tc: Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-8001.
6. All metal connections and fabrications shall comply with A.I.S.C. specifications.
1 . All concrete shall have the following minimum compressive strength at 28 days:
---------------------------------
slab on grad ---Ic=2500psi 7. Prefabricated structural trusses shall comply with NF_PA National Design "Specifications for C\1 C)
11 C) �0
TOotings and remaining concrete-------------fc=3000psi Wood Construction, IPI Design Specifications for Metal Plate Connected 'Wood Trusses, and AITC' 100. N U-) N
N
LU N
2. All concrete slabbs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vanor I— co C)
8. All trusses shall be designed and certified by Truss Manufaucturer's regisfiered Engineer.
barrier- Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 wwm lapped 811 at edges and ends in conformance with ASTM-A 185, or C n- U) LL X
Fiber mesh Reinforcement shall be used with minimum 2" -fiber length at I LB/CY complying with ASTM C 1116. 0 LLI 11
9. Contractor shall coordinate with truss manufacturer toensure adequate bearing is provided at Z _J
end reactions ofall girder trusses. _J
3. Fill under concrete slabs shall be clean sand free ofdebris and other deleterious material. Fill shall be compacted to a >
density of at least 95% of Modified Proctor Maximum Dry Density (ASTR.4 D1557). Fill shall be treated with termite
__J �_J C) N
10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. I
COW
poison before slab is placed. co
Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license < C) co
4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and 2:: <
_,#� Lr" -,
Dr.-, installation drawings showing size, shape and layout.
Density (ASTM D1 557) for a depth of at least two feet. (2" below the bottom of the footing.
5. Where shown, cores ofblock masonry shall befi I I e3cl with coarse grout or pea
11 . Bracing of trusses during erect-ion installation shall comply with TPI BWT-76.
gravel concrete with minimum compressive strength of 2500 psi at 28 days.
6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steell 12. All prefabricated wood trusses shall be securely fastened to their suppoirting walls or beams with
F hurricane clips or anchors as noted in the Truss Connector Schedule.
conTorming to AC1301 , AC131 5J, AC1318 and CRSI Manual of Standard Practice,
(latest editions).
13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling.
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. S T RE E:L: c
8. The tollowing minimum concrete cover shall be provided for reinfOrcemenit: 1 . Structural steel shall conform to AISC Specifications for Design and FF abirication and Erection of Structural Steel -for Buildings,
and permanently texposed to earth. (latest editions).
--------------Concrete cast against C,I %a %�
211--------------Concrete exposed to earth or weather, 4TT46 Bar and larger. N/A
1 1/2-----------Concrete exposed to earth or weather, JT5 Bar and smaller. a. Welded connections------------------------------ AWS D1 .1 0 U.O.N.
1 11-2-----------f(..oncrielte not exposeld to weather or in contact with earth for the primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTIVI-A-307 0 DO NOT SCALE
ties, stirrups, and spirals in beams and columns. THIS DRAWING
T_ C. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 RELEASE DATEE:
9. Horizontal be-am and footina bars shall be bent 25" around corners or corner bars with a minimum 20"'
03-25-03
p. REVISIONI DATfr----
10. Contractor shall provide spacers, chains, bolster, eatc., necessary to support reinforcing steel. 00-00-00
Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY-
11 . All reinforcing details shall con-fl-orm to Manual of Standard Practice for dletailing reinforced concrete CF
structures ACI '%315 (latest edition), unless detailed otherwise on the strulctural drawings.
% [,CHECKED BY-
12. All concrete work shall be in accordance with "The Building Code Requflrements for Structural Concrete", DJM 11
A r%_',1318 (latest edition), and "Splecifi cations for Structural %Concnetle for Buildings" ACI 301 (latest edition)- %S.;H E ET:
J
BRICK VENEER STAII51crUR" mrss STUD TABLE
l' AJR SPACE 7 STUD SPACING FOR EXTERIOR LOAD-BEARING INALLS
CEILING No. 2 SPF No. 2 SYP No. 1 SYP
T&C STURDI-FLOOR MINIMUM 12- 16d or L ALL LAP5 IN TOP PLATE OF BEARIW9 KAkLL5 SHALL 13E HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6
DECKING NAILED AT 6"oc. LMHT r
1/2" x 10" ANCHOR BOLTS 0 32" o.c. ON EDGES AND 10'oe. IN cur CUT LENGTH SHALL BE 44" 16- .131" x 3" IN THIS A MINIMUM OF 4'-0"AND NAILED NITH 1;2- l6d COM
W/ 2' X 2' X 1/8' WASHERS THE FIELD, USE Gd RING LEAUTH FOR 16" DEEP JOIST V DOUBLE PLATE (NAIL w/ NAILS OR 16- 31x .131" C-AM NAILS. 8 ft. 16"oc. 24oc. 16"Oc. 24oc. 16"oc. 24"oc.
SHANK OR SCREW SHANK ZONE (TOTAL)
2 x 4 PT SILL ON SILLSEAL 8d COMMONS MAY ALSO BE .131" x 3" 0 16"oc. 2.ALL &ABLE ENDS 5HALL 13E BALLOON FFRAMED OR
BRACED PER DETAIL. X
OD w/ SST- SPH4 0 52" o.c. USED. STAGGERED 9 ft. 16"oc. 24"oc. 16'oc. 24*oc. 16"oc. 24`0c.
WEEP HOLES 000 4. or GREATER 3.ALL SHEARWALL5 SHALL BE NAILED AT 3"oc.OR 6" or-.
I (AS NOTED) ON ALL ED&ES AND 12" or- INTEPMEDIATE
0 48'oe. CALV. FLASHING MIN. SPLICE H/�Dd COM NAIL5(U.0-N) BLOCK ALL UPIN5UPPORTED 10 ft. 16"oc. 24"oc. 16"oc� 24*oc. 16"oC. 24"oo.
6x6. IOxIO WWM OR CLEAR EDOE5 NITH 2)<4 FLATHISE SLOCKINO. 5HEARAALL5
_j
< FIBERMESH REINFORCEMENT SPAN SHALL BE 15/32" GPX OR-1/16"0513.(U.(D.N)
U 11 fL N/A 24"oc. N/A 24"oe. N/A 24oc.
Lu BLOCKING OR SOIJD (MIN. (3) 12" 4.STRAP HEADER STUDS TO DOUBLE TOP IFLATE v4/
U) 2- 2x TOP PLATE SPH4/e) AT EACH END OF HEADER AND NAIL v4/12-loci
< BLOCKS) NAILED w/ 4- .131" x 3"
LLI Aid, X NAILS x 1 112 NAILS OR 12- .131"x 2 112"C-A)N NAAILS. 12 fL N/A 24"oc. N/A 24"oo. N/A 24"ac.
IL GRADE Zx- STUDS NAILED TO EACH
CO - ;1-010 5.HEADER STUDS AND HEADER CRIPPLES 15HOULD BE
z V6 MIL VAPOR HARRIER OVER OTHER w/ .131" x 3" 0 6"oe. NAILED TOOETHER AT 6'ar-yd 12d CAM I NAILS(.13]x 13 ft. N/A 24'oc. N/A 24"oc. N/A 24"oc.
0 TREATED AND COMPACTED FILL STAGGERED 2x- STUDS
1- 39 STAO&ERED. CLIP UNIT TO SHOE PL_ATF NITH
W/
2 X
W/
JO.EA
��Iv
a) 4 END I-5PH4/6 CLIP AND NAIL NITH 12- 10d x 1 1/2 NAILS
LENGTH
4 131" x 3" NAILS AT EACH 0j.O.Hj 14 ft. N/A N/A N/A 24'oc.
um r 24"oc.
Provide minimum I" oe BLOCK
e
3 #5's CONT� nd distance 6.ALL PlINDON AND DOOR COMPONENTS MiU5T BE DE51ONED
i'd Co
0
L N
-7 MIN. 25" LAP * CORNERS �j SST- SPH4/6 0 TO HITH5TANI?THE P1551014 NIND LOADS. 15 f 1. N/A 16"oo. N/A 16,0c. N/A 24oc.
< 8 NAIL w/ /I - iOd COM TOP AND BOTTOM ___�-SST- SPH4/6 0
LU T P AND BOTTOM
> IN EACH END LENCTH
< TOP AND BOTTOM ) 1.ALL GONNEGTOR5 ARE Simpson OR 530JAL.(UO.N) 16 ft. N/A 16*oc. N/A N/A 16"00.
r Simpson Strong-Tie ANCHOR DOLT WITHIN 12" OF 12'*oc.
0 1 1
2 STORY CONDMON CS16 A T 32" OC CORNER b. FOUNDATION DENON 15 BA5ED ON MINIMM 501L
BEARIW,CAPACITY OF 2,000 p5f. NOTE;THIS TABLE APPLIES TO STRUCTURES WIrH MEAN ROOF HEIGHT LESS THAN 2TAND
LL CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN_ Y8'SHEATHING.
1__�
Lu
LU SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE
D__
U) STORY AREAS OR THE SECOND FLOOR ON TWO S rORY AREAS.
<
z
0 1/2' x 10' ANCHOR BOLTS 0 32* o.c.
rl :C
I w/ 2" x 2' x 1/8' WASHERS MANUFACTURER CONNECTOR LU
1 12" NAIUNG PATTERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR
Lu 2 x 4 PT SILL ON SILLSEAL
-I
W w/ SST- SPH4 0 32" o.c. :C HTT16 5/8'x 8'WEDGE ANCHOR 518"THREADED ROD WITH MIN,10"EMBEDMENT
fa BOTTOM OF SLAB SIMPSON 1_71`20 10-lf6d COM NAILS
6x6, 10xlO WWM OR USE EPDXY ANCHOR HTT22 5/8"THREADED ROD WIT H MIN.10"EMBEDMENT
U) FIBERMESH REINFORCEMENT INTERIOR BEARING FOOTING ONLY WITHIN SIMPSON HTT16 18-1(6d COM NAILS N/A
_j- 1i - -----------
CONTINOUS 6" OF EDGE CONCRETE. LTT20 112"0'WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT
_7
IM N 6d INKER
7
PHD8 N/A 7J8"THREADED ROD WITH MIN.15"EMBEDMENT
8"
ry
0
LL
6 MIL VAPOR BARRIER OVER /-3-1 6d COM @ EA.
SIMPSON PHD8 24 4�"xYSIDSSCREWS
Lu TREATED AND COMPACTED FILL BLOCK (TYP.)
8"
WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL
2 #5's CONT, T -3-12d COM (TYP.) EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR HILTI"HIT"OR APPROVED EQUAL
Cl) BOTTOM OF SLAB
< MIN_ 25" LAP 0 CORNERS 4" MMI Q, U_
V-4" 2 STORY CONDITION, USE INTERIOR BEARING FOOTING \,\,-2x4 BLOCKING 0 24"oc.
Ld 16- WIDTH 3 S's CONT.
z NAILING SCHEDULE a ff
0 CONTINOUS
REVISED 11125/02
PLUMBING WASTE LINE -SHEARWALL CONNECTION TYPICAL NAILING ALTERNATE NAILING I ALTERNATE NAILING 2
z
LOWER REBAR AND FOOTING
nLL, IF NECESSARY Lap in double plate 12 - 16d com m on 16 -0,131" x 3 1/4" gun nails 20 - 12d sinkers
TYPICAL INTERIOFZ SHEAP-k�tALL TO TRUS5 CONNECTION 6" o-c. on edges and 12" o.c. in the
4" CONCRETE SLAB 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
6x6, 1Ox1O WWM OR SW - shearwall shank or ring shank fie-ld with 0131" x 2 1/2" gun nails field with 0.099" x 2" gun nails
FIBERMESH REINF. 3" o-c- on edges and 12" o.c. in the
LU
0 field with 8d common, box, screw 3" o.c- on edges and 12" o-c- in the
a- 4 SW(3) - shearwall shank or ring shank fiefld with 0.131" x 2 1/2" gun nails
4
>_ 4,4 4 Z 6" o.c. on all supports with 8d 6" o)-c- on all supports with 0.131" x 2
z ENC - & PART. ENC. 1/2" or
< SIMPSON PA 51 EMB. STRAP 7/16" Roof Sheathing, corn m on, ring shank or screw 1/2" smooth, ring or annular shank gun Q0
0 shank,4" o.c. edge nailing within 4' naii1s, 4" o-c- edge nailing within Wof
I-
6 MIL VAPOR BARRIER OVER
U.1 TREATED & COMPACTED FILL NOTE: GARAGE SLAB THICKENED EDGE 120 MPH of roof edge and ridges roof edge
z tj6- (1) # 5's CONT. OPENINGS TO S'
U) 1� WIDTH USE (1) STEMWALL Simpson LSTA30 total)
U) SPH4/6 TOP 9 -10d commons in each end (18
< OPENINGS LESS THAN AND BOTTOM STEMWALL FOOTING Simpson LSTA24 total)
W
36- SHALL USE (1) KING 10 lod commons in each end
& (1) CRIPPLE OPENINGS 5' TO Simpson HTS30 (20 total)
OPENINGS BETWEEN 7' WIDTH USE 13 10d commons in each end
36' - 8'-0" (2) SPH4/6 TOP
SHALL USE (2) KING STUDS AND BOTTOM Simpson MSTA36 (26 total)
& (2) CRIPPLES. _SPH4/6 AT 32" o.c. Simpson SPH4 12 - 10d x 1 1/2" nails
(U.O.N.) NOTE: (TYPICAL) Simpson H2.5A 10 -8d corn m ons (Total)
IF OPENINGS EXCEEDS W-0- TYPICAL STRAPPING (IJNO) 4
IN WIDTH SEE PLAN. NOTES: (2) 10 - 10d x 1 112" in rafter; 10 - 10d
<1 ANCHOR BOLTS
MAY BE LOCATED 4 x in p a e
AT EITHER SIDE 4
OF KING STUDS, Simpson LTS12 5 - I Od com m ons in rafter& plates 5 - 1 Od x 1 1/2" nails in rafter& plates
4' CONC. SLA13 2500psi w/ #5 CONT or USE 1/2* N,
PLATE MUST BE
x 14' ANCHOR BOLTS ........................ #4 DENT INTO FOOTING AND 7 0.148" x 1 1/2" nails in rafter &
z THICKENED EDGE Simpson MTS12 7 - 10d commons in rafter & plates plates
SINGLE SIL-L IS BOLT AND KING
ACCEPTABLE FOR STUD
U) FIBERMESH OR 6x6-10/10 WWM\., NOTE: CONT. BETWEEN
"7 OPENINGS UP TO #4 VERT_ -TYPICAL- Simpson LTA1 12 - I Od x 1 112"
0 co 1�11
GRADE 5'-1" WIDTH ANCHOR BOLTS Simpson PHD8 24 - 1/4" x 3' 3 DS screws
MUST BE WITHIN #5 COVT- CY)
7 22 - 10d commons
12' OF KING Simpson MGT
STUDS Simpson HTT16 18 - 16d corn Mons
Simpson HTT22 32 - 16d sinkers
CLEAN, TREATED, COMPACTED FILL A 1/2" x 10'
ANCHOR BOLTS
AT 32" 0�c.
LU
n (TYPICAL)
MAXIMUM TRUSS UPLIFT OF
SPH4's @ 32"oc.TOP&BOTTOM=
865#'s ON TRUSSES SPACED SIMPSON MTS12
24"oc.
2x--RAFTER SEE PLAN FOR SIZE AND S 00
FL 2 x 4 STUDS 0 16' MAXIMUM TRUSS UPLIFT OF CC)
SPH4's @ 16"oc.TOP&BOTTOM
0 No. 2 or St. SPF 2x4 LOOKOUTS AT 24"OC. 1640#'s ON TRUSSES SPACED
2-7 MAILED AT EACW END WITW 7116" OSB SHEATHING NAILED AS PER
CLIP STUDS TOP AND BOTTOM x 31 NAIL5. 24"oc.
W/ SST- SPH4 0 32" o,c. NAILING SCHEDULE 2 x 4 STUD
0�
W
7 ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s ALIGN wl RAFTER
7 1/2' x 7" WEDGE ANCHORS SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. ROOF SHINGLES OVER 15# FELT
<
0 32" o.c.
4" CONCRETE SLAB w/ STRAP STUD TO DOUBLE 0)
0 6x6, 10x1O WWM OR SIMPSON MTS12 CLIP
M PLATE w/ SIMPSON MTS12
0� FIBERMESH REINF. AT EACH RAFTER
0 NOTE:Y16"HARDI-PANEL SHEATHING MAY BE SUBSTITUTED
1, 6 MIL VAPOR BARRIER OVER 2x4 15LOCKIWi 13ETWEEW// _C2
>_ TREATED & COMPACTED FILL LOOKCUT$, FOR'/16"OSB SHEATHING SPECIFIED WITH A6"oc.EDGE
z 11r VERHAt*5 NOT EXCEED 18" 01
< A NAILING PATTERN.NAILw/6d GALV.COMMONS at6"oc.
A 4W um
4t V-A A .41 $IMPSON,W2_57A CL ON ALL EDGES AND SUPPORTS. NAIL RAFTER TO CEILING
AT FACH LOOKjCXrr
0 2x4 BLOCKIN63 K-AILED AT JOIST wl 4 - 12D com. (MIN)
0 EAI--W END WIT"(2)A31" x 34
X 1 �� (2) # 5's CONT. NAIL6.
0
NOTE.. FOR 2-STORY CONDITION
USE V-8" WIDTH w/ 3 #5's CONT. %-IEATHIW3
z
< HURRICANE, ANCHOR AT EACH TRUSS
L
OPTIONAL FRAMING AT EXTENDEC) CLIP STUDS TO DBL. PLATE w/ SST- SPH4 @ 32 :C.
SEE SCHEDULE
Ld TER >*SU5-FASCIA CONVENTIONAL FRAME2 (2ABLE -J)
x4 5LOcKIW_, END WALL
VERHAW5 NOT E�<CEEO 12" (2) 2x- SYP DOUBLE TOP PLATE W/ 2 x STUDS @ 16" o.c.
fy "oc EXTENDS
2 x 4 STUDS 0 16' o.c. "'IK"rROM 6ABLE SST- SPH416 AT 32" OC.
LLI "V;�EZA'3&M OIENAIL w/.131" X.3?44
No. 2 or St. SPF EX-MWoR FAcrm.MAIL TO EAc-P NAILS at 12'o--.
CLIP STUDS TOP AND BOTTOM CEILIWs JOIST wl(2)8d NAILS 5TAf6 STRAP at 46'or,.or CORNICE DETAIL AS BEARING WALL ......
W1 SST- SPH4 0 32* o.c. EILIW4 JOI$T Ea rT7-,
A5Lrm ENP WALL STUP: PER BUILDER'S SPECS
z 1/2" x 7" WEDGE ANCHORS 2x4 at NOT TO
< 0 32" o.c. EXCEED WE16HT. 2x- SPF #2 STUDS AT 16" OC_ Y2 V-10"
Ui
4" CONCRETE SLAB wl IMFSoN c5I& or LSTA24 U-0,N,
/--6x6, lOx1O WWM OR STRAp at 48"oc,NAIL wl(8) (SEE STUD TABLE FOR SIZES
FIBERMESH REINF. lod IN EACH END. DO NOT SCALE
LU
in _,6 \\,.DRYWALL CEILIN63 OEMAIL CABLE END WALL AND SPACING AT VARIOUS HEIGHTS) THIS DRA WING
STUD TO DOUBLE TOP
PLATE WITH 3 Y4'
112" x 10" ANCHOR BOLTS @ 32" o.c. RELEASE DATE:
>_ 7116" OSB SHEATHING NAILED AS NOTRD w/ 2" x 2" x 1/8" WASHERS
W M15LE Tof,PLATE
fy 8" 6 MIL VAPOR BARRIER OVER
U- TREATED & COMPACTED FILL 03- 25 - OJ
L1_ YPIGAL WALL 2 x 4 PT SILL ON SILLSEAL
r x
M
LE�
(2) # Ts CONT. CON$TRUCTION
>_ ABLE END WALL STUD w/ SST- SPH4 @ 32" o.c. LREVISION DATE: I
M V-4" NOTE: FOR 2-STORY CONDITION
USE: V-8" WIDTH w/ 3 #5's CONT, 16x6, lOxIO WWM OR
00 -00- 00
LL FIBERMESH REINFORCEMENT
< 3)8d NAILS TYPICAL FRAMING AT
DRAWN BY:
z x4 131-00:tING3 CONVENTIONAL FRAME12 GABLE
8"
w/e4).131"x 3" ENE) WALL
RAILS DJM 11
C? 6 MIL VAPOR BARRIER OVER
(0 ALL MEMBERS SHALL BE SYP
Lu TREATED AND COMPACTED FILL
0 CHECKED BY:
W OUBLE TOP PLATE
2 #5's CONT.
DJM 11
W MIN. 25" LAP @ CORNERS
W BLOCKINn DETAIL
r CLEAN COMPACTED FILL 2 STORY CONDITION, USE
in
1 #5 CONT. SHEET :
< 16" WIDTH & 3 # 5's CONT.
I-
W
0 TYPIGAL EXTERIORNALL 5ECTION,
o
/7/_ SY
rF=51-G- N LOA05:
FLOORS-
LIVE LOAD= 40psf C)
DEAD LOAD= 15psf
(CARPET or WOOD)
DEAD LOAD= 20psf
(TILE)
5HEARkLALL LEOE-tlV DEFLECTION CRITERIA.
CARPE'r or WOOD= L/480 LL U-1 <
5HEAfP-WALLS NAILEI--) AT &"cc. ON EDGE& WIND-BORNE DEBRIS PROTECTION FASTENING L/240 DL >
AND 12"oc. IN INTEFPMEDIATE SUPPORTS Ham SCHEDULE FOR 7/16"OSB or 15/32"CDX 8,1F TILE= L/600 LL co Uj
L/360 DL
FASTENER TYPE FASTENER SPACING(in.)
WITH 56 COMMON NAILS. 11-M 111117aliclum
CONOTFO=W UM 6TCM ROOF(TRUSS)- 0)
SWUMM OVIM ALL Wlli4m" PANEL SPAN<2ft<PANrzL 4ft<PANEL 6ft<PANEL LIVE LOAD= TC 20psf
SPEAFRWALL6 NAILED AT Yoc. ON EDGES AH3i diAM DOORIL 2 it SPAN<4ft SPAN<6ft SPAN<2ft U-1 Z)
AND 12"oa. IN INTEFPMEDIATE 6UPPORT5 AL11111111WAM W�LL MAM -PICAL EDG TRIP BC lopsf
PMWAW dLA66 AT ALL DURATION FACTOR: 1.25 0
WITH &d COMMON NAII-5. WoUpSopt OLAMp 2 117-0 6 WOOD SUMNS 16 16 12 9 4.0' DEADLOAD= TC 7psf
C�l BC 5psf
. . . . . . . SHEATH BOTH SIDES OF 5HEAfPWALL AND 2 1/Z'#8 WOOD SUMS 16 16 16 12 <
NAIL WITH DENOTED PATTEF�N. DOUBI-15+00MNAILS 21 ROOF(CONV.FRAME)- z
10d OOM or 12d BOX 1 12 6 4 3 1 44 0
RAFTER LOAD= 20psfLL
NOTE CONSTfRUCT SHEARWALLS WITH 3f&" 11 11Z'X#8 MAC"N5 1 Opsf DL —j
SCREW IN TMEADED
055 or INSERt DURATION FACTOR: 1.25 LU
'F/'32" CDX (U-0-N.) 16 16 16 12 CEILING LOAD= 20psf LL
NOTE F-EFEIR, TO SHEET 5-1 FOF- STFRUCTURAL DETAILS. Note:Fasteners shall be Installed at opposing endsof the wood panel. I opsf DL
nPAIGN CRITERIA:
BUILDING CODE:2001 FLORIDA BUILDING CODE
FL,
Ll�
E
D
4—�
VFRI I
WIND DESIGN METHOD:ASCE 7-98
BASIC WIND SPEED: 120 mph > z
C.J�-j U-1 0
BUILDING CATEGORY:11
WIND IMPORTANCE FACTOR: 1.00
WIND EXPOSURE:C 2�
3-2xI0 (MIN) 3-2xI0 (MIN) NOTE: RESHEATH ALL EXISTING WALL SECTIONS WHERE NOTED UU 13
AS 3"Inla. ,SHEARWALLS. DESIGN FOR ENCLOSED S-rRUC"rURE
WIND PRESSURES ON WINDOWS & DOORS (psf) LU
A Enclosed Structure
AREAOFOPENING EDGESTRIPM INTERIOR ZONE (4) ;z
7 4X4 PT POST STfR4f=1F5r-> TO BEAM /PO5T 5ELOW W/ Pos Neg Pos Neg z LU LU
0 to 20 sf 334 -44,7 33-4 -36.2
MSTA3& STRAP AND w/ (2) 5IMP60N 1-46 CLIPS
F—
AT BEAM ABOVE or USE 20,1 to 50 sf 32.0 -41.6 32.0 -34.8 0-
x 10 0
FEfRMACAST [DETAIL. (TYPICAL) 150.1 to 100 sf 300 -376 300 -328 E2 Lz� 0
1� (2) MT512 1100.1 to 200 sf 28.3. -34.8, 28.3. -31.1 0
1200.1 to 500 sf 26.91 -31-71 26.91 -297 (/) 1�6
(2) MT812 ...... Base Design Pressure 28.30 GGpi to.18 0 3:
TT19) WTI& -,��HTTI& R
x
B ILT UP POST BUILT UP POST
2x4 SYP (3)2x4 SYP
OPEN PQfRCH CEIL-ING REQUISEMENT&:
MINIMUM 3/a" SHEATHING REQUII`REr;� ON
EXTFRIOfR CEILI S. NAILED WITH &d
COM or 5OX AT "oc. ON EDGE$ AND
CL 12"oc. IN THE FIEL (TYPICAL)
L -------
x > x (3) C816
HTT"
3)2X4 SYP
UILT Up POZ
S T tl (B
>1
x
0- N1
0- < I f
w 1 1:0 N
Nt -A [a x �r —
x (2) 1
ill x S 2'" LVL
Uj
z
z u- L
D
fit
0
0-
(L >
A
1-- (3)2x6 SYP
w
IL cy')
S
BETWEEN FLOO
wl(3)CS16
t BASE
3 -q AND HTT16 a
x C%4
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Cl) 0 (D rl- (D
UJI
(4) x Y 0 -4
U) N LO 0
(L IT
n_
x
IL
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ABOV <1 Lj �D MC)
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FL I Lo
VAULTED C) >
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U) Ll-
x 24 'oc.
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till
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x ><
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(3)2x4 SYP-----
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BUILT UP PO - ----- HTTI& F C0
Fj�L�(2)C 1 i B -TWEEN 0 u co
L M <
L ...... 0 Lo
- - - - - - - - - - -� 1� (2) C-8,16 0) d)
2 x 12 (TYP) ORS AN HTrl" NEW BEAM (3)1 YALL94��LV >-q
ASE
E12 TYP) -m-w �w 1- -8 L0 C:)
ez?9 1�1 0
71�'312X�"4 SyP,,,,/ \\_(3)2x6 SYP 0 <
I > C%4
MT812-/`*� BUILT UP POST BUILT UP POST cl
0 _j C/) z
w a_
< z m
x (if U) LU 0
—w
> E�t 6
fu ji L-U j 0
d) LIJ 0
:Z 0 =3 -P C:)
01-- , -
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CN \�=v
u! TJ - Azl\ X U
:z w FI
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q E I-- w WTI& I L
ca
tu -4 U) A
w STRAP PEADEfR TO CfRIPPLES w/ (2)
z 2,
SIMPSON MSTA36 STRAPS AT EACC14
if, % J
OL (L 4 END. 101 .� ;� 'L.
x 0
0 z
Eq 73
T Orr LU — Y4
SIMPSON PA-r2l EME3. STRAP (3) C516 5 b c) -P
;t 9 U.0.N.
NAIL wl 21- I&d COM. or C) 04 e DO NOT SCALE
USE PA-25 ON MONOLITHIC SLABS, CN F-�
X x THIS DRAWING
F— RELEASE DATE:
06-02-03
REVISION DATE:
E
00-00-00
DRAWN BY:
RR&T FLOOR 5�4EARWALL LA%r,0UT CIF / DJM 11
CHECKED BY:
NOTE: ALL LOAD 15EAfRING HEiAF,)r=FS SHALL BE FSS / JKH
A MINIMUM OF (2) 2XIO No.2 or 5T SYP (U.O.N.) SECONED FLOOR,, SHEARWALL AN�) CEILING; L4"�OUT
S H E ET
NOTE: ALL LOAD 5EAfRING HEADEIR5 SHALL BE
A MINIMUM OF (2) 2xro No,2 or 5T 5YP (U.ON.) LS �2
Oz �Olh 5 t-