1637 ATLANTIC BEACH DR HOUSE PLANS 2016 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Ln Dec. 22,2015
OF
LU
rr
Pala 913
Ce ca
_j
00
0100 11J IN4 13 1E 11Z AN ID
OVAN G. DRUMMOND,AIA
AR 96399
ED a
Z-W LL.
C)
z
2M 0
'-�
V) ne
0
Ce (U
LU 0 Cn
Q_ a�
00
1? 00
0 LU LIST OF DRAWINGS GRAPHICS 00 C14
U_ 0 ABBREVIATIONS
C1 Cover Sheet - Index of Drawings PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER
LLJ
j�'
GN1 General Notes DETAIL NUMBER FLOOR
Lm < I �DETAIL NUMBER & AND FLR. SQUAREINCH
LU co EQUAL FND. FOUNDATION PSL PARALLEL STRAND
> 0 --- DRAWING NUMBER ---
LU @ AT F.P. FIREPLACE LUMBER
Lu SLAB LAYOUT
A/C AIR CONDITIONING FRT. FRONT P.R. POWDER ROOM
in 0 = Q. 1) U C)
a m BUILDING SECTION DETAIL CALL-OUT _*Q ts
A1.81 Slab Layout for CARIBBEAN ELEVATION ABV. ABOVE FT. FEET P.T. PRESSURE TREATED C� �_4 00
z
DETAIL NUMBER DETAIL NUMBER AD]. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD
0 3:: 0 A1.N Slab Layout Notes & Details
LU to
DRAWING NUMBER DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER
_>_j LU 2 m z
0 > 0 FLOOR PLAN 7� A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD El
Ce U)
> LU
Lu 0 AHU AIR HANDLER UNIT GAL GALLON
En tj U�
C� A2.81 Floor Plan for CARIBBEAN ELEVATION ALT. ALTERNATE G.A. GAUGE R RISER >
CEILING HEIGHT CHANGE C
ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR
A2.N Floor Plan Notes, Schedules, And Details
< q El
LU ENTER LIN GFI GROUND FAULT RAD. RADIUS ----A 2
U (n < q1r__2- 1 94
0� LU �m B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERATOR El
0 EXTERIOR ELEVATIONS OL ELEVATION MARKER SPANISH TILE BD. BOARD GL GLASS REINF. REINFORCING
gi
LU SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM z)
?-' "Mod
A5.81 Front & Side Elevations and Notes for CARIBBEAN ELEVATION SLAB RECESS BOTT. BOTTOM R.O. ROUGH OPENING
SIDING BR.
LU LU A5.1.81 Rear & Side Elevations, and Roof Slope Plan for CARIBBEAN ELEVATION BRICK
< H HIGH RQD. REQUIRED C)
A5.2.81 Exterior Elevations Details for CARIBBEAN ELEVATION FRAME BEARING WALL BRICK BKFST. BREAKFAST HB HOSE BIBB R & SH ROD & SHELF �4
600 Cj ;'Z�
LU CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL
INTERIOR WALL (NON-BEARING) STUCCO FINISH
C.I. CONTROL JOINT HGT. / HT. HEIGHT
BUILDING SECTIONS HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET
CMU MASONRY WALL EARTH CL CENTER LINE
Ce U_ SGL SINGLE
9: LU A7.81 Building Sections for CARIBBEAN ELEVATION CLG CEILING
00 GABLE END WALL INSULATION
a. _j INSUL INSULATION SHT. SHEET
U Ce ca CMU CONCRETE MASONRY UNIT INT. INTERIOR SH. SHELF
LU 0 DIFFUSER LAYOUT FRAMED KNEEWALL DECORATIVE STONE C.O. CLEAN OUT El 11
of U I.L.O. IN LIEU OF SHWR. SHOWER
< 0�� 0 COL. COLUMN
000- M1.81 Diffuser Layout for CARIBBEAN ELEVATION DROPPED SOFFIT PRE-CAST LINTEL/ HEADER SL. SLIDER
ul COMP. COMPRESSOR DRAWN BY
m LU
< X SPECS SPECIFICATIONS
Ce CONC. CONCRETE KS KNEE SPACE
Uj C. CRUZ
U_ CO ELECTRICAL LAYOUT CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR
2� a L LONG SPRG. PT. SPRING POINT CHECKED BY
U�o z E1.81 Electrical Layout for CARIBBEAN ELEVATION DB. DOOR BELL LAV LAVATORY STD. STANDARD
Q� ch < S.P.
LU Ce LDRY LAUNDRY STL. STEEL
U-1
0- DBL. DOUBLE LIN LINEN STOR. STORAGE SCALE
LU STANDARD NOTES & DETAILS- DR.& SH. DOUBLE ROD AND SHELF LT LAUNDRY TUB
< > DECO. DECORATIVE T TOP 22 X 34 SCALE AS NOTED
0 D 3 Standard Notes & Details
0 < D7 Standard Notes & Details DET DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE lIX17 = 1/2 NOTED SCALE
LU U) D8 Standard Notes & Details DIA. DIAMETER MAX MAXIMUM TEMP. TEMPERED
U_ in
0 0 ow� DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE
p DN DOWN MFR. MANUFACTURER T.O. TOP OF
DOOR MIL. MILLIMETER T.O.B.B. TOP OF BOND BEAM 10-01-15
.J 4 t3 DR.
C'
0 DS. DOWNSPOUT MIN. MINIMUM TR. TREAD SHEET REVISION INFO
B� 0 Z! D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM
0
LU U DW DISHWASHER MLDG. MOLDING TYP. TYPICAL
3--
DWG. DRAWING M.P.H. MILES PER HOUR
Uj Ln
(n 0
MT METAL THRESHOLD UC UNDER COUNTER
< E EGRESS
LU z U.N.O. UNLESS NOTED
E.E. EACH END N.T.S. NOT TO SCALE OTHERWISE
0 E.W. EACH WAY
<
= '-, LU EL ELEVATION SET REVISION INFO
Ln M Ln ELEC. O.A. OVERALL V.B. VAPOR BARRIER
0 Ln LU ELECTRICAL
a < O.C. ON CENTER VERT VERTICAL
LU ENCL. ENCLOSURE
Ce ENG, ENGINEERED O.H. OVERHEAD V.T.R. VENT THROUGH ROOF
< 21- Ce OPT. OPTION(AL)
0� ui EQUIP EQUIPMENT
0 > OPNG. OPENING W WIDE
EXT. EXTERIOR
OSB ORIENTED STRAND BOARD W/ WITH
ULU
U, W.C. WATER CLOSET SHEET DESCRIPTION
LU M
2: W Ln PED. PEDESTAL SINK WD. WOOD
Uj a �
(D LU 0
U POLY POLYVINYL WDW. WINDOW
F_ a COVER SHEET
2� LU P.S.F. POUNDS PER W.I.C. WALK-IN CLOSET
>_ IY- SQUAREFOOT
CD ne CI- 2 WP GFI WATERPROOF GFI
LU 0
> U W.W.M. WELDED WIRE MESH
< DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC
= HOUSE ELEVATION ABBREVIATIONS
im �2 --ji
U-j W < U)
Ce Lu = z ABBREVIATION FULL NAME ELEVATION CODE
CL 0 PROJECT NAME
LU ONE STORY - FRAME SINGLE FAMILY RESIDENCE GROUP R3 MAN. MANOR 03
CR U� U) m WIL. WILLIAMSBURG 07 ATLANTIC BEACH
ae < m BUILDING TYPE: V - B
LU PRO. PROVINCIAL 08
HERITAGE
mug 0 DESIGN BASED ON FLORIDA BUILDING CODE RISK CATEGORY: II CHA. CHATEAU 09
< =:) 0 LU VER. VERSAILLES 10
US U :E 5TH EDITION (2014) WIND DESIGN BASED ON ASCE 7-10 LOCATION
_j
izi U_ (n CLA. CLASSIC 18
0 LU
0 F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED 130 MPH MED. MEDITERRANEAN 19 LOT/BLOCK 007
E
e-% F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED 101MPH TRA. TRADITIONAL 20 TBINUMBER 007
:,- 0 U;;"
Ln m cou. COUNTRY MANOR 21
U) 0 HER. HERITAGE 22 MODEL
F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B
CD CIMMARON 28
i�� CMN.
0 ne F.B.C. 5TH EDITION (2014) ENERGY
ce- Uj ENCLOSED BUILDING CFT. CRAFTSMAN ji CUMBERLAND
Ln
LU CONSERVATION MSN. MISSION 30
LU
2: INTERNAL PRESSURE COEF. +. 18/-.18
r,j LU U_ Z < SCL. SPANISH COLONIAL 32 ELEVATION NAME
- LU U_ F.B.C. 5TH EDITION (2014) FUEL GAS BOR. BORDEAUX 33
r%i r 0 FOR WINDOWS & DOORS SEE FLOOR
r1j CE COPY
9 UCL) F.B.C. 5TH EDITION (2014) ACCESSIBILITY BRO. BROUGHAM 39 OFFI
Ce PLAN FOR ACTUAL PRESSURES ALL
-0 < LU REN. RENAISSANCE 40
F_ m NATIONAL ELECTRIC CODE 2011 (NFPA 70)
W U�I.- U THIS DRAWING AND DESIGN IS VALID VIE. VIENNA 41
0 TUS. TUSCAN 44
-11 N.F.P.A. 1012014 FOR 12 MONTHS AFTER THE DATE IT REVIEWED FOR CODE COMPLIANCE ;;;F
U) LU SHEET NUMBER
CY in CLS. CALAIS 46 CITY OF ATLANTIC BEACH
U-I F- ASCE 7-10 : MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE <
ITV. ITALIAN VILLA 58 SEE PERMITS FOR ADDITIONAL
X-E: U, :r
21 CURRENT CODE IS VALID SHN. SHINGLE 62
< 15 0 FEMA RULES & REGULATIONS REQUIREMENTS AND CONDITIONS
n LU A
uj Ca LU PBC. PALMBEACH 80 C
m i FIEVIEWEDBY. 7r k DATE..
, �J. CRB. CARIBBEAN 81
U_
0 0 U-
< U �_ 0 CST, COASTAL 82 SERIAL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW,
Ln Lj Dec. 22, 2015
OF F40
U)
LU
0
cc
0
0 761-911
101-011
-911 OVAN G. DRUMMOND,AIA
60'-0 6 AIR 96399
9'-211 51-1111 E] Em
0 x 101,
10
o PROVIDE GAS LINE 48")48"x4" CONIC.
< 1-4
f./ FOR FUTURE PAD 3" ABOVE,
Ln E-u
0 OUTDOOR FIREPLACE 41-411 GRADE.
5u
21- rB
CID 0' 0" ELEV TOP 0' 0" ELEV TOP
Lu 0 C14
"PUF COL. PAD I i i -`1 F COL. PAD (TYP. OF 4) Z
Lu
Lu 1-4 \Pl L—
a- %J % v t
HB
iLu ------- ---------- ------- ------------------------------- Li L-- ----------------------- -- ------ -----j Li L--------I
LLJ
> ----------- Im
Lu
Lu T-91 20
4
M 0 0
to Z A
0 UPGRADE TO
En
Lu cl
j:e U) CD
> WHITE PAVERS
i LIS IV Z
ON C)
0 > 0 ON STEMWALL
> Lij
uj o
1011 GAS LINE FOR cl:l z
v--4 L 0
Lu < o -611 qkv GAS COOKTOP
9'
LLJ 'VILL
ce Lu SLOPE PAVERS @ ------ ko WOOD DECK
Ln < 01-011 lv- -1 -20
1/8" PER FOOT 00 ON STEMWALL
2 'E—JI 1-4
OIL
Lf ulr-
Lu
0 F- FINISHED FLOOR
if — (n 6" PLUMBING
U') ==fj
C)
LIJ LU WALL
< NOTES: J L
-j 7 F1-------------------------T--------
ce L[-----------------------
010 FIN. FLOOR TO BE 18 NOTE: PROVIDE
U.J u- -J Al.N ELECT. CHASE FOR
MIN. ABOVE CROWN
C) N %j Typ. ISLAND SLOPE WD. DECI C:)
ce OF ROAD.
u- ----------------------
-6" @ 1/8" PER FOOT A�
10
uj rA - — - — - — - — - - - — - — - — - -
C> 0 >�
cl ? A7.81 En
A7.81 5 1-511
0 En
uj
14------------------------ C)
< ce 0 F--1
Ca o Ds STEP
.9:: �- Lu 1 7 r� DRAWN BY
< e- ce CD -1011 C=)
-1 21'-1 21-411 STEP I 1 1 1 1
Cie Z
P-1 Lu T1 L. C. CRUZ
j CD .4 < IL-ji
Ca lzr
C:)
CHECKED BY
PROVIDE
U�o
U) <
w ---------------- --- IL _j GAS LINE I S.P.
Lu IL E-
Lu >-
U. FOR DRYER
SCALE
IL----------- --------
Lu - K= — I SLOPE 1/8" PER FOOT 22 X 34 SCALE AS NOTED
CIO < > -------- -
LF----- -- I, --- — - - -
j f-1111
5 00
Ln 1 1-1111 1-011 1 lIX17 1/2 NOTED SCALE
0 < ------- PLUMBING 4 1 5 4 1 131-911
= -I- I,ol
F
WALL
Lu U)
LJ- En Ln 6" PLUMBING WALL 1-10111
I C:) 5 4 SHEET DATE
0 0 2`2 231-811
Lr) En C)
d 0 - ------------- ---
(n b -:1 E 10-01-15
U.J
CL
0 Ce SHEET REVISION INFO
ce- 0
CL
0
alp
6
IL
LIJ rq
C? 15 1/2" MAX.
F- 0 (n bo F-----1
Lu a U) 1 00
I Li I V,w- L
Ln C)
1-4 ;m \,AINJ
< =:) U-) 611 PLUMBING C)o
L Z-- '--" Typ.
U 14'-10' 61-011 T-Y WALL
Ccl LLJ
C)
LLJ < 11-511 00
00 SET REVISION INFO
uj V////,
U)
C:) U) _j LIJ 6"
;z < :1=
Lu u F- PLUMBING
ce :5 U) �;
< 00 W
23 %LL
>
0
r14
LLJ Cn C)
3: U) 0 F-I
L-j-- I I --------- ------ L
LUU 3, L--------------------
z I
Lu Z-p sk sk SHEET DESCRIPTION
M: Lu
Lu n
UJ 0 4" PLUMBING WALL HB
U (TYP. U.N.O.) -711
Lu
GAS LINE FOR TANKLESS WATER rB SLAB
0 < LIJ 0
> U HEATER
< LAYOUT
= 121-411
tx 2 --i 11 L 1011
LU (n < U)
ce U.J = Z' PROJECT NAME
0 151-011 51-711 41-711
Cie u�
ce < 0 m 'o ATLANTIC BEACH
Lu = Lu
711-411 51-511
HERITAGE
u.j 1-911
u 76
ol ol
< Lu
Lu LOCATION
u- U)
0 Lu
o
LOT/BLOCK 007
E Lu
0
yl TBINUMBER 007
0
Ln a- U) o SLAB LAYOUT OFFICE Z'�
MODEL
SCALE: 1/4 l'-O" CARIBBEAN
<
0 ce
(n
F < CUMBERLAND
a-; >
Lu
C> Lu
2: 6-4 STEMWALL FOUNDATION ELEVATION NAME
r-4 uj u- M <
P--4 LIJ u-
Ed r 0
ua-) �2 Lou Lu
Ce CARIBBEAN
-0 < Lu
f=- = NOTE: FIELD VERIFY ALL GAS LINE
u� F- u l--
2-- o
0 1-- LOCATIONS PRIOR TO POURING SLAB
SHEET NUMBER
;m F- <
o (n
V�. 5 Alm8l
< b 2 x
uj Uj in LU ADDITIONAL NOTES, DETAILS & SCHEDULES
u
Lu __j u- CAN BE FOUND ON THE Al.N SHEET.
ti -j 0 0 u- LLJ
< u �— 0 PERIAL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Dec. 22, 2015
SLAB LAYOUT NOTES :
0 F
1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 4,
@
U-1
2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS
mo
(9
AM
C)e CM
3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE
00
4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE.
OVAN G. DRUMMOND,AIA
INDICATES DOOR OPENING AR 96399
El [3
Z7- LL_
C:>
o
< 14
;R�-
0
w F- 5u r:� pr"
ca
00
0 Lu _j 00 "
LL. __j i F_ _T
o 0 z
F- Cd
LiJ
Cl
�:: L
Lu
LU = m 0
> F- o
LU
F-
=) Lu
0 0-0
< F-
0 tp Z
Lu
> cy-O u') Q�
_j US m z
0 > 0
> Lu
Lu 0
Ln
Lu < C)
F-
<
Lu
1p� uj
U u') <
Lu 0
cl. Ln
U-i P4
W.W.M. PLACED IN UPPER
>- 1/3 OF SLAB OR FIBERMESH
LU Z- Uj
C)
< REINF. PER PLAN
IL
moo
Lu U- _j 1/8" (MIN.) SAWCUT x 1/4 OF Liu! A
P 2� ;;� SLAB THICKNESS SEE SLAB
LAYOUT FOR LOCATION
0
0
LLIT21-
U w I ll:�
Lu 0
lm� U El El
-_LL
< C..e no
0 U)
Lu DRAWN BY
<
C. CRUZ
w Lcuo
2� 0 CHECKED BY
0 2: SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4
Ce V) < TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, S.P.
Lu O'�
3: LU AS CONCRETE ALLOWS WITHOUT RAVELING
0- SCALE
0 >- Ce
cc z- Lu
m < > 22 X 34 SCALE AS NOTED
0 lIX17 = 1/2 NOTED SCALE
u-i Ln
U)
0 0 S SHEET DATE
�: d AW CUT DETAIL
of: U-) SCALE 1/4"=11-011 10-01-15
ul
"_
0 SHEET REVISION INFO
ce- o
Cl.
Lu 0
Ca U
1- 0 Ln
Lu 2� Ln
V) 0 (D
2f P--t �
<
uj
ca Lu
j
Lu <
Lu SET REVISION INFO
0 U)
2,
Lu U F-
ce
< CI-
Ce
>
f_� ';.� FRONT WALL OF GARAGE
3�: - o
Lu -r-
u
uj m PROVIDE 1 1/2" D x 5" W SHEET DESCRIPTION
2: Lu
Ln Lu 0 RECESS AT GARAGE DOOR
1-2 L9 ILU 0 SLAB LAYOUT
= 2-7 U -------------------
F_ LJJ
t 9 ce- PROVIDE 4 1/2" D x 8" W RECESS
o Ce Q_ If NOTES & DETAILS
0 < LU 0 SLAB RECESS IN SLAB
U 41/
Lu BRICK PAVERS Lu
Ln < GAR. Lu
Lu U) < (n Ln
Ce LU = M I FIN. FLR. —GARAGE PROJECT NAME
cl-
DOOR
SLAB
LU 2w- LU ATLANTIC BEACH
0 RECESS
................
HERITAGE
u-i 2-W
�-- U Lr- WALL PER
< uj
PLAN 511
Ln L U LOCATION
u- Ln Lu
C:) fu
Lu
............
o ul) I
...................
u') 2u-j F- ln� LOT/BLOCK 007
E
TBINUMBER 007
:;r. o
CI- Ln 0
0 02,- p MODEL
21- uj P-4
< 'n V)
0 zw
tn Ce Lu CUMBERLAND
PLAN VIEW
Ln
Lu
uj NAME
u- S A
F-4 uj 'u- 2-- < ELEVATION
0 . Uj 2 ECTION @ GAR. DOOR-
r"� 2w- U r 0
uj
Lu
C.'e UJ SCALE: 3/4" l'-O"
Ce ALL
< Lu
0
0
Lu SHEET NUMBER
U) 3:: Ce Ed
:�z Lu <
ro = Ln
0 I -T-
p-., F-
tj 057
< Ce
Lu
0 Lu Ca Lu OFFICECOPY AlmN
F__q Z_' _j u
Lu
_-_ _j LL_
ti 0 0 LL-
< u 0 SERIAL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Ln Dec. 22, 2015
0 F
F
LU
0
63
C)e Co
6-
0 0
L) I—
OVAN G. DRUMMOND,AIA
I AR 96399
76'-9 El El
. 0
2n 101-0 60 -011 61-911
o
201-7111
z Ln Lu 91-211 2 3'-4 2 31-411 61-211 T-411 51-1111
loil 10
10
U-1 Ce M
LLJ 0
ae
co PROVIDE GAS LINE 00
m —PRIVACY
0 U-1 B
__j -011
FOR FUTURE OUTDOOR WALL @ 6 BOX OUT BEAMS Z
10" SQUARE A.F.F. 1,A TO COLUMN c> W�
Lu LACE�
m- H A TH TYP.
q ui < I
LU M ca v % v - t %_
COL. FIREP B WID
> o 0
.......... .........................
Lu
uj
110
0 = r I
F-
REF.
V4 tp z
41-611 11'-7 T-6 41-611 51-011
lo
0
LLJ GOURME1
C.'e
-CHEN fq �__i
> z
J US m ------
0 > 0 COVERED ---------------------------- KII DBL DINING ROOM
> Lu
-0" CL -0" CLG.
ui 0 BOX OUT BEAMS LANAI 10 G. OVEN 10'
Cn 6" 1 61
10'-0" CLG.
uj < 7" 411 201-811 9
TO COLUMN 301-611, j I-—- Irr 1.�t"_ - 11 -
rn
WIDTH, TYP.
UPGRADE TO WHITE
CD
ui 3: HOOD
T L WOOD
ce uj
PAVERS ON STEMWALL
L--- GAS O�
FAMILY GAS LINE
-j 2 cn
U,
ful.cj COOKTC TO GAS STEMWALL CD
HALF SQUARE COLUMN BREAKFAST =
:D 0 23 ROOM
kD
s- – 2x6 WALL, SINK I
(SEE ELEVATION FOR COOKTOP
Ln
io'-O" CLG. AREA 1
MT TOP @ 34 00
1-4 m --,
LU LU W/ COVERED I
DETAILS)
X: < CL io'-O" CLG.
Lu 1/2" ROUGH DISP.= 00 ENTRY
9 Cn 1-01 C:) �4
Off I
CLG.
J
6 o n :;d- 9 10
LU LL_ __J
v
17-8
< 121-911 31-1111 51-91 14'-2—=
o9
1-0
0 W.0 --6 3 11
a U- HALL FOYER _�!_j
5 g , 1 11
Lu
C:)
101-0" CLG. -1
0- o Lu -0" CLG
_j Ln 10'
0 n Ln
A� 10 x10" AIR I (�
MT- - — - — - -T–L -
Lu 0 9��g a
C)e u A7.81 JUMPER _�o A7.81
< C)e 0 op MT T-5"
0- A C? R & SH
10 0 (n – - -- – – – – – – – DRAWN BY
ZE Lu WAWAVAWI
ce- 5
STEP
LU
C. CRUZ
STEP Cp
u- CD I %
FEE9
C LAUN.
C)
C:) 4 CHECKED BY
-om
1-011
ccne 4
15141 S.P.
U.J ce- 711, 01
2 0'-0" CLGj
-WASHER/
LU 21-811 21-011
CL
6
DRYER SCALE
0
31-011 -
U.1 1011
Cie 22 X 34 = SCALE AS NOTED
Ca 1 4 ---=4 J
f-1011 1-1011
ji 0 13 ry) 61-3 4 1 0 (D�Lu
/N- ) 3 5 q�l
< >
o' 11X17 1/2 NOTED SCALE
0 AS LINE 9
3'-
Lu V) HALL bo
FOR DRYER-/
N LL
0 0 cue, I SHEET DATE
10'-0" CLG. I
MASTER 5 o'
d 0 TWO CAR Lu§o
9 10-01-15
BEDROOM 7� C:)
b Lo IQ36-VAN C? GARAGE
CN
T E5 g C14
0 VENT THRU C) SHEET REVISION INFO
>< 9'-0" CLG.
4
ROOF
L __'j
io'-O" CLG.
ne
Q
0 TEk�'
ca u �1AS 22"X54" �fffC
i 2E
0 (n BATH 2 rn
uj 2f (n % (�) -9
ACCESS
rn ATH
Ln 0 0
I off
2'-' = 1-4 ;z io'-O" CLG. 22
U) 101-
LU9-j Lu
>
L CLG
C:>
R &SH I I I m I
I i
Lu
Ca �Lu BEDROOM 2 A.H.U.
io'-O" CLG. BEDROOM 31 <
Lu < in
od SET REVISION INFO
-011
Oil
-011 U-' 9
uj ul) W.I.C. -511 /-12" WIDE
3: w U) 6 661 1 31 io'-O" CLG. 0�
C> tn 1-1 ;_4 �o
Lwo
-011 C _Tf
Lu 10 LG. 811 if bo
rn I L J SEAT 11'-4
W 1 -1 51
ice -10' F-1 231-611
U) 13' r_1
lo
< ol 21-611 111-411
11 1_9fl 1 ' 1 1 611
0 ce Lu 6 8
21-411
> 5
0
3:: U) 0 - - – – – – –
uj 9
R & SH SHEET DESCRIPTION
Lu m It
...........
Lu U)
(n Lu
Lu 0
F- w PROVIDE WALL HK FLAT SOFFIT SEE
FLOOR PLAN
ca 101� 0- REINFORCING FOR ELEVATIONS FOR
< Lu 0
TANKLESS GAS WATER HEATER FUTURE HANDICAP BARS, B DETAILS
m m n (TYP. ALL SHOWERS)
Lu 0 __j m
U) p__q __j < 1011
Lu U) < U)
Ce LU = = i PROJECT NAME
0- a tn C:)
Lu 261-8111 13
ae u�U) Z7; 2 2 171-011 4'-7"
ce < m ATLANTIC BEACH
0 Lu Lu
-511
711-411 5 HERITAGE
Lu
< U-j 76-9
Lu LOCATION
0 Lu
= o LOT/BLOCK 007
E (n M' '___ 2�
Ca. 0
TBINUMBER 007
Lin 0 ;,E
0
FLOOR PLAN MODEL
b om
SCALE: 1/4 V-0" CARIBBEAN
eye Lu
CUMBERLAND
Ln
V-i Lu -------
(N Lu 2w < ELEVATION NAME
U-
Lu U-
0
uj
cu cal CARIBBEAN
-0 < Lu
E
U) 0
m
m OFFICE COPY i
Lu i SHEET NUMBER
Ce ca i
LU
?E u=3(n
w
m u< b cog
w ca W ADDITIONAL DETAILS, NOTES AND A2 , 81
rB
W1
3
rm\T\- -(
t16
10"
_3 0 0 u- SCHEDULES CAN BE FOUND ON SHEET AM LLJ
< u 0 _j AL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Lo j Dec. 22, 2015
V-4 :;;p
C) 0 F"""',
C%j
LIJ G. MCA
VI
0
0 639
1__q
CY Co
0 ED
0
L) F-
OVAN G. DRUMMOND,AIA
AR 96399
0
Cl 2!
o
Lu-
0
Lu F-
Lu 0
3- ce
Ion 00
'r, 00
0 Eu- _J 0�
u_ _j
r: o
0 F- Ct
LU C.)
0- 13
0
i ui <
UJ 3= co
> F- o El
uj rn un
Lu <=)
00
M 0
2w- =: Fl
< 2E z
&__4
3:: 0
Lu
> z
I US 2_4
0 > 0 V)
U.J
Lu < 71
F- F
LLI
Ce UJ
u U)
0
LLJ a- U)
ine ae z 1-" 0 z
Lu 0
Lu
<
Ce
C:)
LU ILL. __J
0 <
Lr) Ce
o
ce-
L o LJJ
0 CL —1
U Ce
Lu 0 u)
C�e u M
< C)� 0
Cl-
0 Ln I DRAWN BY
2-W Lu
< ine
cr_l C. CRUZ
1-4 Lu
U- Co
Z� CHECKED BY
0
< S.P.
US
SCALE
0 Ce
Ce LIJ
co < > 22 X 34 SCALE AS NOTE
-.10 --i
._J < 11X17 = 1/2 NOTED SCALE
0
ui In
En SHEET DATE
0 0
�: d 0 10-01-15
0� Ln
Lu 6-4
0- 0 SHEET REVISION INFO
0 ce
Ce
0- 02-- INSULATION SCHEDULE
>- 0
U-1 U
V) LOCATION TYPE R-VALUE U.N.0
ui �f cn
!:j Ln 0 Q9
=) [.-A ;�
< ur) CEILING @ LIVING AREA FIBERGLASS 38
LU 2w 3:
ca Lu EXTERIOR WD. FRAME WALLS FIBERGLASS 19
u.j < WALLS TO LIVING AREA FIBERGLASS SET REVISION INFO
= r-, Ui
In tu- (n
C:) U.) u-J
2w < WINDOW TAG
Lu U
ce :5 U) >_ (�EWINDOW CALL-OUTWINDOW SCHEDULE CRBII
< a- Ce Co
ce ui
C) > TYPE SIZE REMARKS
0
In 0
LIJ =
U In SHEET DESCRIPTION
Lu A SINGLE HUNG 25 36" X 62" VINYL LOW E EGRESS
2: Lu U)
ED a 2-"
L9 Lu C) B FIXED GLASS 48" X 24" VINYL LOW E TEMPERED
U
Lu FLOOR PLAN NOTES
>_ C SINGLE HUNG H34 25 1/2" X 49 5/8" VINYL LOW E BLACKED-OUT
Cm 222 1
< LU 0
_> U AND SCHEDULES
(n < DOOR TAG
L'u (�=DOOR CALL-OUT DOOR SCHEDULE
U) _j <
Lu < U.)
93(� LU = — PROJECT NAME
CL U) ;5 TYPE SIZE REMARKS
< ATLANTIC BEACH
Lu a ru-
0 1 THERMA-TRU INSULATED ENTRY DOOR 31-011 x 81-011
0 — HERITAGE
Lu
U 2 FRENCH DOOR 21-611 x 81-011 TEMPERED INTERIOR
< =:) b 'Lu
Ch LL, 3 HOLLOW CORE DOOR 2f-Ofl x 8f-oll LOCATION
u- U)
0 Tu o 4 HOLLOW CORE DOOR 21-611 x 81-011 LOT/BLOCK 007
E Lu ce
u_
C:j_ 0 5 HOLLOW CORE DOOR 21-811 x 81-011 TBINUMBER 007
0 �p
Ln 25 1-011
6 HOLLOW CORE BI-PASS DOOR 6 x 81-Ofl MODEL
2-W Lu
&; < r-1 1-011 0
0 _!lp 7 HOLLOW CORE POCKET DOOR 2141 x 8
� <
Lu CUMBERLAND -n
SOLID WOOD NOT LESS THAN
In 7g-w 8 DOOR 21-811 x 8 -011
,-i L Y Lou
p m: , < 1-3/8"/ OR 20 - MINUTE FIRE - RATED ELEVATION NAME
Lu u- -
(D U-1 u- SELF-CLOSING
2p_ r 0 F_
r%j w 9 GLASS SHOWER DOOR 21-011 x 61-411 TEMPERED
9 can- Lou ALL
< Lu AREA CALCULATIONS: CRB. 10 HOLLOW CORE POCKET DOOR 21-6" x 81-011
E - = - I I
(n U 1ST FLR A/C LIVING AREA: 2,125 SQ. Fr. 11 11
11 FRENCH DOOR 2'-8 x 8'-0 TEMPERED INTERIOR
CUP
U) Lu SHEET NUMBER
Ln C.
.e TOTAL A/C LIVING AREA: 2,125 SQ. FT. 12 HOLLOW CORE POCKET DOOR (2) 21-611 x 8 -011
LU
e--i =
�4 F- COVERED ENTRY: 146 SQ. FT. 13 SLIDING GLASS DOOR 9'-0" x 8'-0" TEMPERED
(n T
:3 U-1b 2 COVERED LANAI: 150 SQ. FT. I_of[ I
Lu Co LLJ T X8 -011 A2 , N
0
GARAGE: 540 SQ FFr. 14 OVERHEAD METAL GARAGE DOOR 8 X8
T
Lu _j __j U-i
TOTAL: 2,961 SQ.IF off x 1- 1010,
__j 0 0 is HOLLOW CORE POCKET DOOR (2) 2'-0" x 8'-0"
u ILL- _J1 SERIAL NUMBER
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPUES WITH THE APPLICABLE MINIMUM BUILDING
NOTES: CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Ln DeC. 22, 2015
PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY
OF FZO
INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS
G. MIA0441�
LU
r NOTED OTHERWISE.
0
399
ca FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH
ELEVATION.
00 8
"CORAL-LIGHT" OR EQUAL PRE-FINISHED
5.2.81 OVAN G. DRUMMOND,AIA
-------------------------------- TOP OF RIDGE I AR 96399
FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS.
a LL-
0 PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM
o
FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS.
< 1_4 u*) ..........................
- ul) ROOFING PER
M Ln E-u ------- CONTRACT, TYP
0 �! = C ------------------------ -----
Lu C),.- r3 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST
cn U.J 0 cn
m ne TYP. 5.2.81 AT DORMER INTO THE UNDERSIDE OF THE OPENING. 00
ca E- > kn 00
0 a �4 O� "
Lu --JJ ,zr
U-. o METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO
Lu HEEL HT. DORMER
....... ..................................... 2 BE FAUX WROUGHT IRON ALUMINUM.
0 i Lu < ........... .......... ......... 5.2.81
LU Co - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY
> 0
Lu rn ........ MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCH ITECT/D ESIG N ER.
Lu
C) 00
0 0
HEEL HT. 00
— - - — - - — - - — - - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE
0 0 — - - — - - PLATE HTz- .*4 tp 7"�
Lu HEEL HT. @ GARAGE SUB-CONTRACTOR/ MANUFACTURER AND THE ARCH ITECT/DESIG N ER IN <8
z
>
i WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND
0 > 0 0 q.
Lu .............. ............................
1 - 1 -4" APPROVED PRIOR TO INSTALLATION. 04 <
o ............................... ............................................................... .......... ................................... . ......�
V) =00 I - - 1 "
I— --t- I -IF- TYP. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH
ED -4-
.... ...... .............. ..... LIGHTS WITH TOLL BROTHERS P.M. a)
................. LIJ .............
t
F_
<
Lu C)
O� LLJ 5.2.81
C)
U U) IE 14-
. n ................. ...........................
Lu ............... ...... ADDITIONAL ELEVATION NOTES:
ce ...... ................ I co
CA- ji cn
4-
t
..................................... ............ I - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL
-—-----------
LU LU ..... ...............................................................................
2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS
4-
--—---------
600 : _11-11 E _
LLJ U- ::j �4 0'-0" FINISH FLR. it I I
F- a < ff!77=1 I f::-- 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN
0
im� --------------- ADDITIONAL 1/2" DROP
o L
U-
- --------------------
Lu S E R V] E
C) 0
U co WALL
Lu (n 12
cxf U m
< cj,� 0 5.2.8� 5.2.81
CL
0 0 DRAWN BY
;m
C. CRUZ
Lj Lu
im CHECKED BY
0 FRONT ELEVATION
ce V) < S.P.
Lu cK, SCALE 1/4 =1 -0 CARIBBEAN
Lu
Q_ SCALE
0
ce Lu
ca < > 22 X 34 SCALE AS NOTED
11X17 = 1/2 NOTED SCALE
0
Lu (n
(n
C) 0 SHEET DATE
d 0 10-01-15
SHEET REVISION INFO
Q
ce
CL 0
LU
U
uj U)
!:4 Ln 0 (9
=:) 0-4 2w i 1
< Lu ROOFING PER — - - — - - 1 1/Z— - _H
FLT�_HT. RNRETY= _�
> M Lu — - - — - -
ca CONTRACT, TYP
Lu .................... ................................................................................... .............
;I-' = -, Lu 3 SET REVISION INFO
3: tn t-u (n
0 Ln uJ 5.2.8
Lu
ac� :5 Ln >_ TYP.
< cl. C.,e ca 17 1
(D ce, Lu
2w- 0 >
F__4 C-) v
cn
F-- LU 3:
2w- U (n SHEET DESCRIPTION
U.i m
S7 Lu U) rik HEEL-HT. — - - — - - — - - — - - — - - — - - — - - — - - — — - - — - -— - - — - - — - - — - - — - - — - -
(n ED a 2-1 L__A
Lu 0 — - - — - - — - - — - - — - - — - - FRONT & SIDE
U &--I I
Lu t:�
11-411 ............................. ................. ........................... ............................................................................. .................................................................................. ................................................................................................. ............. ............................................................. .......................... ............................................................................................................................................................................... ..................................................................................................................... ....................................... .............. ELEVATIONS AND
.......... ............. ..........................................................................................I...................... ......................... ....................... ........................................................... ...................................... ............ ........................................................... .............. ....... ...................................... ..................................................... .............. .............................................................. ............. ............ ................................................
co ce CL =
< ui 0
Lu L) NOTES
Lu
............................................... ......................................................................................................................................................................................... ...............
,Lnu Ln ....................... LLIJ Lil .......... .................................................................................................. ................................................................................................................................................................. ...................................
a UJ r�l --- PROJECT NAME
r_ ZD c? 0 — -
CL Lttn 0 .00
j�,_ U) V) U). __q I _._.. ___ .......................................................................................................................I..................................................... .1 *
.............................. ............ .................. ........................................................................................................................... .......... .................. .... ...........................................................................
< 00 ATLANTIC BEACH
ce ------ . ................................... . . . ............................................................. .....................................................
Lu I co
Lu
0 a
HERITAGE
....................... .............. ............... 7�..................... r _.,........................................................................................ .......................................................... ...................................... .......................... .....................................................
Lu .............................................................................................................................................................�_Z.l............................................................................................ ............................ ........................................................................................ ................................ ............................................
p LOCATION
in LLJ L
0'-0" FINISH FLR. ................................... ............... ....................................................................................... ............ ......................................... .......... ......... . . ...... ................................ ... ........................... ............ %1 0'-0" FINISH F R.
LO BLOCK 007
u-j
E (n 2p- u-
0 TBINUMBER 007
cl- - U) -SERVICE MODEL
m b c2:'-,
21M L9 V WALL 5
) �% 7
< o ce
c..e <
a- > �5.2.81 CUMBERLAND
Ln 2;-"
Lu
ELEVATION NAME
r-11 Lu u-
N-4 uJ - f0i,F F V3
U E
0
CARIBBEAN
Lu
E Lj RIGHT ELEVATION
SCALE 1/4"=l'-0" CARIBBEAN
ASPHALT SHINGLE ROOF SYSTEM SHEET NUMBER
Lu co <
-0
U)
<
Lu
0 Lu ca uJ ADDITIONAL NOTES AND DETAIL5 A5m8l
P__4 2-' _j u
LIJ _j —.L- -i Lu
0 0 INAUND ON EERIAL NUMBER 1010.0
u f- nr
v_j I
p-
TOTHE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Ln
Dec. 22, 2015
C-4
0 Ft"
F
cl� ,<1---,�0'0
LU
DR
0
I------------- -------------------------------------------------------------------------------7--------
ca 99
__j 3 �7
00 TYP. 5.2.81
OVAN G. DRUMMOND,AIA
AP 96399
2w- LL-
............
HEEL HT.
PLE HT. 00,
......... ....
ROOFING PER 1 1-1-1-1-1-1-1. 1.1.- 1 1
m Ln CONTRACT, TYP . ..... ........ - ----------
0 5 1 1 1 1 1 1 -
UJ
V) LLJ 0
ae
ca C"
5:12%,
JLu ------
Z5 .......... .......................
............ 0
2 03
0 ...................................................................... ........................................................
j Lu 5.2.81
LUco ............................................................................ ...................................
> 0 -PLT-HL El
U-1 5-12
r--%
Lu
0 �.o
........................................ .................................... ........................................................ .............................................................................. 1 00
00
El
............................ .................. ..................... ............................ ........................................I........................................... TYP.
............................. ................. ......................................................... ........................
Lu
I US m
0 > 0 Z
LLJ 1-4
o ................................... ..........
..................................................................... ............... ......................................... ................................. ...................... ................. CD 5:12
.................................... ....... ............................................................................ ....................... 4 -
C:)
Lu o ---------
............. .................................. .... .......................... .................................................I....................... ..................... ........................................................................................................................... ----------------------------------------------------------------------------------------- --- El
Lu
peLu ............. ................................. ............... . ................. ......................................................................................... . ........................ ................................................................... .............................
U Ln <
Lu 0 El
..............
...........
ce_ .............................................................................................................................................................................................................................................................................. .................. ............................................... ........... ................ .............
Lu
0 .............................. .................... ................................................................................................................................... ...................................................................................................................................................... ....................
...........I—- I cn
0'-0" FINISH FLR
..........
LU LU
............
o <
I ------------
a "I"..".....................................................
LU
Ly- � (-_� pro
ROOF SLOPE PLAN SLOPE 7: 12 U.N.O.
pi
ne SCALE 1/8"=l'-O" CARIBBEAN
4 5
'o 0
m u_
L 0 Lu 5.2.81 5.2.81 0-4
0 CL
L 0
LI U = ROOF VENT CALCULATION:
R I
0 0 U) REAR ELEVATION 2,961 sq. ft. CEILING AREA (LIVING) 19.74 sq. ft. (REQUIRED)
2r m: LU I DRAWN BY
cy- SCALE 1/4"=I -0 CARIBBEAN
-c:r &_ 150
Lu
U- C. CRUZ
27
Z�
0 CHECKED BY
ch <
Lu S.P.
= Lu
C)- L
Ce SCALE
LU
Co < > 22 X 34 SCALE AS NOTED
<
11X17 = 1/2 NOTED SCALE
Lu (n
Ln (n
0 0 Ce
r d 0 SHEET DATE
cx� V) b 10-01-15
U-J P�
3- 0 9 ROOFING PER
0 Ce SHEET REVISION INFO
cr-
0 CONTRACT, TYP
>_ Q
LU Ca U
Lu U-)
Cl M 0 L9
z: F--4 -�p
HEEL HT. @ DORMER
umj DOM
Palif�_T-
Lu <
uJ .......... ............................... ........ SET REVISION INFO
m Lu V)
0 V) LU
= < :3=
Lu
tn HEEL HT. @ DORMER
< Typ. ................................... _PIATIE HTA DORMER
0 ae Lu
21-' 0 > 0
F__4 rl� � l I -...........................
o1 .................................. ................... ...........................................
U-1 -7- q I .......... ...................... ..............................................
u
Lu 2-W SHEET DESCRIPTION
2: U-1 U) HEEL HT. — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - — - - --—--------
Ln Lu 0 z:
L9 Lu 0 PLATE HT. — - - — - - — - - — - - REAR & SIDE
Z-V u ............
HEEL HT. (a) GARAGE
Lu 11-4f' I-
ko L C-1—
bo _p _HT. GARAGE ELEVATIONS AND
............ ... ......... ......... ....... . .... .........I....................... . .................... . . .. . ........................ ........................................ ................................................... ............................
< LU 0 ............................................................................................................. .................... ..................... ........................................... ........................................................................................................... ........................... .............................. .............................................................................................. ..................................... ...................... .......................................................................
Lu -> u
Fn ROOF SLOPE PLAN
I LL I 17-1-1--_ T -1
................................................................................................................................................................ ................. ................ ............... .........................-...................................................................... ......................... ...................................................... ............- .......... ............I........... ............................................................................... ..................................................... .......... .................................. ............................. ............................................... ..............
U) P-4 __3 .......................................................................................................................................-........................... ............................................................... ............................................................................................................................... ................................................................. ........... ..........................................................................................................................................
LLJ U) < U.) ........... ................................................... ............................................................
LU r�l L.L] . ...................... . . .
C:)
a- n U-) 0 Z:) -I PROJECT NAME
C:)
.......................... ................................................................ .......................... ................................................ ....................................................... ............................... .............. ............ ........................................................................ ........................................................................... ............. .............................. ............................................................ .................................................... ...................... ..............
C'e u�Ln �7; ...... CP
cr_ < (9 -_7. >- " .......................... .....................I....................... ..................................................................................... .................... ............ ......................... ..................... .............................................. ......................... .................................
ul ;z Lu 00 ATLANTIC BEACH
-—--------------------- [El _________________"____ " **"*****'***** *******
-----------------
Lu .........................................................................................................-.................................---- .............................................. ................................. ............................................... ........... .. .. .................. ............ ............................ .................. ......................... ................................................................................. ...............................I.............................................................. ...................... -................................. HERITAGE
u .............................. ............. ....................... ..................... .......................................................... ....................................... .................................................. ................................................... .......................................................................... .......... .............-...................................................................................................................... ...................................................................................................................................................................................................................... ................................................................................................................................... ................................................................ ..................... ............................................. .............................................
Lu
Lu
Lou- u') ................................................................................................... ................................ ................. ................... ........................... ......................................................... ............................................................................... ............................................................. ............... .............. ........................................................................................... .......... .................................................. .............................................. .....................................................- ............................. LOCATION
Lu 10'-0" FINISH FLR. 0'-0" FINISH FLR.
= o CA 1� CA
Lu t
LOT/BLOCK 007
E U) LL_
Z! 0
0
TBINUMBER 007
0
b 0= p OFFICE Cov�y MODEL
Lu . <
--I U) - 5
0
:e <
5.2.81 5.2.81
> CUMBERLAND
Ln 2-1
LU
uj
rq Lu u- ;im < ELEVATION NAME
(D 1-4 Lu u- PROVIDE RIDGE VENTS, TOLL BROTHERS
2-_ u, 0
9 Ce M P.M. TO VERIFY LOCATIONS. Lu
Ce Lu CARIBBEAN
< =
u� F_ u
LEFT ELEVATION
w L9
0 '_ 1-4 (n Lu 1-011 ASPHALT SHINGLE ROOF SYSTEM
_;j": CY ED SCALE 1/4"=1 CARIBBEAN SHEET NUMBER
2-1 LU F-
0
<
w W Co Lu
t77
A5 , 1 m8l
ADDITIONAL NOTES AND DETAILS
LIJ _j __J U-
_j 0 0 u- LJJ
u CAN BE FOUND ON SHEET A5.2.81 BER 1010.0
EERIAL NUM—
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Ln Dec. 22, 2015
C:0
F
0 F4
SHEATHING 0
INSULATION AS
o LU 6 Y,
REQUIRED
WATER-RESISTIVE
(9 ce BARRIER 6399 zl�
ce ca
STUD
00
------JOINT FLASHING OVAN G. DRUMMOND,AIA
_j AS REQUIRED AR 96399
TRIM @ ......
El 0
m U- NAIL PER x
0 &CASING
MANUFACTURER ROOF PER .................................................. ...................................
2n LAP SIDING,
o SPECIFICATIONS
CONTRACT NO CORNER
u ME 11-61 WALL,
F- 2x6 W/2" PER PLAN
2-PLT /16 SIDING, PER
m U) LAP SIDING SHEATHING ELEVATION TRIM
a�
U) Lu 0 ROUND VENT @ ............................... 5/4 x 2", ........................ .............................. Gn
=:> CL 13� 2X RAFTER
ca CONCRETE 24" O,C.
>
TAILS @ 24" SLOPED
0 uj
FOUNDATION
o 00 WAIST BAND
1x4 T&G O.C. .............
0 F- 1"x6" BAND
2 ..................
BETWEEN %I -
uj cx Lp
�: 0 -41" -I Im
a- : 2, 17 - ----------------------------
SIDING RAFTERS
0
--I Lu Y4 SILL .......... STUCCO
METAL DRIP
................
< In
uj
LU ca
> o ............ ....
rn N
cn
0 b Uj 4 2x4 FASCIA O.H.
"k,
c)
1x6 LL 00
0 0 2x6 RAFTER TAIL
00
2: = F_
4 APRON
< t7. STARTER @ 24" O.C. ................ ........... 12 1
WALL, z �4
STRIP
cl 3:: tp
LLj SIDING PER PER PLAN
Z,
ce- Ln
> ...............
I Lu ELEVATION z
0 > 0
LU —
ru- o
U)
Lu < FLASHING DETAIL 0
<
Lu
Q� Lu
u m :;Fc
U,j 2 v) w
Lmu Ice M LAP SIDING DETAIL- 2 EAVE DETAIL. 3 BRACKET DETAIL. 4 RI M D ETAI L 5 RANSITION DETAIL k�
SCALE 1/4.=1,_o" SCALE 1 211=11-011 SCALE 1/211=11-01, SCAL 1/2"=V-0" SCALE 1 211=11-011
A5.2.81 A5.2.81 A5.2.81 A5.2.81 A5.2.81
LU Uj
< C)
ce
0
U_ i
o LU SHINGLE 51"
0 2
SIDING
u ce M I
Lu 0 V) 21lx4ll
cy-1 u 1
�7
< cle
0 o A5.2.81 1/2" SHEATHING
DRAWN BY
LU
< ce
4
ce ll� I C. CRUZ
(j &.-I Lu A
U- ca 4"x4" POST 1"x4"TRIM
CHECKED BY
0 2-- CAP ABOVE.
U) < S.P.
UJ ce
LU '4"x4" WOOD
2 x4
0 3111 POST SCALE
2
ce Z-r U-1 22 X 34 SCALE AS NOTED
ca < >
-j 0
0 INT. EXT. 11X17 = 1/2 NOTED SCALE
___�DETAIL
< U2 -F:t
Lu Ln
Ln U) SCALE 1/2"=V-0" SHEET DATE
0 ce A5.2.81
jj 0
ce Z4 t3 10-01-15
U.,
Q ce. SHEET REVISION INFO
8� 0
uj >- 0 ROOF PER CONTRACT
m: co
U) V-4"
Lu Z_' cn 1.2 DETAIL
Ln 0 0
<
41-511 SCALE 1/2"=1'7
U-i PLT. HT.@ ENTRY �A5.2.81)
>3 C13 Lu
BEAM PER 32 3211
STRUCTURAL 51-011
W < 1X4 FASCIA
L.Lj SET REVISION INFO
EAM TRIM
IX B
3: U) wj U)
C) U) 2X6 RAFTER
uj
2p <
Lu 2X6 W/3-ROUND PLAN VIEW
ce
VENT @ 24"O.C.
< CL ce Lij
Lu
0 ae uj 2M
>
0 < _j
<
0 1x4 TRIM I
U-1
m U) 2x2 SHEET DESCRIPTION
0 W L
2: Lu
U) Lij a 11/2"COV
Lu 0 1x4 TRIM
U .2 EXTERIOR
Lu
co ce 1.2 LAP SIDING A5.2.81 LAP SIDING ELEVATIONS
LU
> A5.3.81
V! < 4 x4 4" TRIM DETAILS
Lu I-Oil
8
POST
Lu U) < U) 1X4 TRIM
j:e LU PROJECT NAME
c:) STRUCTURAL POST
.................... ..............
00
1x6 BASE W/ LOUVER ............. ..........
0� < 0 = I ATLANTIC BEACH
0 LOU �� Lu QUARTER ROUND 12 ............................................. ..................
EDGE
0 3:: ............... HERITAGE
---------- ---------------
u.i 2x DECK 7 C) C) C) C=)
WO SKIRT 0'-0"FINISH SLAB
< LLj ...................................... ...............__................................... LOCATION
in LL- 2x8 P.T.SILL PLATE ........... .. ......................................
................... .................................- ................ (3)2x8 RIM JOIST
U) Lu
C) Ly ---------------
o FOOTING PER .................................... ..............
Lu I— ce 2X8 JOIST LOT/BLOCK 007
STRUCTURAL .......................... ...... ........................... ..........................
E u-
a 0 2! .............................
0 TBI NUMBER 007
C=) 0
MODEL
Lu <
b 2op- 4 x4 \_4" TRIM
< 0 ce
POST POST
I U) Ce Lu
CUMBERLAND
F- a-
Ln ;Z
LU
cp 2: ui
..-, < ELEVATION NAME
Lu LL_
(D F-4 Lu LL-
r4 0
w ce
< w
GARAGE DOOR DETAIL LOUV __"�SERVI
Lu
Lu 6 7�COLUMN DETAIL 8 ER DETAIL ( 9 CE WALL DETAIL. CARIBBEAN
E u�F- u 1— 11 1 H 1 11
(v 2n 0 SCALE 1/211=11-0" SCALE I SCALE
2-' a: SCALE 1/2 =1 -0 /2 1/2 1 -0
0 F- .2.11 1\�.2
A5.2,81 .J11 A5.2.81
w SHEET NUMBER
ca
ce
Z LU F_
2 U,
(n
< b o"e
cu
=3 Lu LU CM LU OFFICE COPY 1
�_ a 2-- 1 512m81 -
_j
d] "-4 1
j e- __j LL_
—1 0 0 LL- LU ininn
< (-) F_ 0 PERIAL NUMBF;D
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPUES WITH THE APPLICABLE MINIMUM BUILDING
CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.
Dec. 22, 2015
OF
Ln U
G.
399
3-- CONTRACT, TYP. 0�o �-,A
L9
uJ ROOFING PER
OVAN G. DRUMMOND,AIA
00 AR 96399
RADIANT
El 19
BARRIER, TYP.
0
z:
<
TRUSS LAYOUT
2p- Ln LU
0 PROVIDED BY TRUSS
cc
Lu o MANUFACTURER z 00
SEE SHEET A3.N FOR 0i
Lu -J 1-1
r __j INSULATION SCHEDULE
0
ui -yyy-
E3
uJ Co
:> F- 0
00 El
LLJ
Lu z
0
............... tj s
F-
z
r71. F�71
0 3: 0
ui
> Ce Ln FAMILY MASTER
I Lu un
............
GOURMET KITCH
0 > 0 COVERED EN h
> Lu P-4 FOYER �!:-,2".. 1 H A L L ROOM BEDROOM
R
1�i 'N il I
01--
Lu ENTRY El a
z:
L
0
U El
....... ...
u
Lu
ae uJ C'n P.,
Lu
Ln
Cy- Ine �w
ui
u
r
X \X-,,>/
\v
,x
�X_ x
/\, �,, 'x
Lu
L.0
\y
>\
x
Xx "X
�Xx X /Z"
'Al
Lu
�X
//AX/
Ott X
N X
LL X '14\ //v''
-\V\ N 'N P1.4
X/
X�`
xxx
X
X\1
C)
LL
ce ;, - X \<
oe El
0 a- Co
u C),-'
Lu u') DRAWN BY
C. CRUZ
ui
Ce CHECKED BY
ce-1
w CUQJ A ING SECTIQ.N CI-P-
z: B ILD
1-4 CARIBBEAN
Ln- SCALE 1/4"=V-0"
De Ln < A7.81 SCALE
Lu ce-
Lu 22 X 34 SCALE AS NOTED
0
C)e ;;r LU 11X17 = 1/2 NOTED SCALE
Co >
SHEET DATE
u)
u- tn 10-01-15
0 Icne
o
r- SHEET REVISION INFO
ice C4
0
uJ Ca u
ui (n RADIANT
U-) o 0
BARRIER,
uj
> Lu
Ca TYP. SET REVISION INFO
i
-i
Lu < TRUSS LAYOUT
Lu
Ln (n PROVIDED BY TRUSS
0 U.) uJ
z: = MANUFACTURER
ui :5 U I--
Ce Ln �;
m SEE SHEET AM FOR
ce
ly- Lu
> INSULATION SCHEDULE
SHEET DESCRIPTION
0
'Y-
Xv
uJ
U-)
BUILDING
(n uj 0
Lu 0
L)
F- Lu
SECTIONS
...........
ET............
>
H
co ae 0" 2-1 F-1 r7ll
LU 0
KITCH N
R
Lu
...........
PROJECT NAME
Ln
1-u (D -j ................... :...........
U) p 11 LAUNDRY BEDROOM 3
..............
u-i Lf)
ATLANTIC BEACH
1:2 Lu IA -------------
C) ..............
---------------- HERITAGE
u-j
u�Ln
...................
.. ............
Ce ...........
.....................
Lu Lu jj�!�T' ,
................
..........
LOCATION
ui 45 0
L)
Lu .................
5
LOT/BLOCK
007
...................
V) Lu
x
Nw�", 007
v\\� ' , '-,1\ I I \ TBI NUMBER
`X N�
x
X X N)// /X
4\
LLJ F- Q:
x/ X/ x
0 Lu x
0 �x
X/X/ X
MODEL
E u-
0
`x\
CL x
V, 77
1\ X
V
\\ Nl� xx"'
0 (z:
0 577�771
\>
C) CABINETRYAND 41 CUMBERLAND
21, Lu
APPLIANCES
SHOWN
(D Cy-
Lf) Q� UJ < FOR REFERENC
F- cL > E ONLY ELEVATION NAME
Lu
U-1 ;z
Lu U- Z: < U-J CARIBBEAN
L9 Lu u-
0 B
B ILDING SECTION
U) ae Lu
au 0:� 3: 6� S /4 11=11-011 CARIBBEAN
_a -y- LU u-
E 'F- A7.81 SHEET NUMBER
0
<
yo 3: ED
L"
Ln 13- A7 , 81
0 1�' i
V� 0 IF F I C,E 0 OP v
A
A a7.8 1
b 2
Lu uj co Lu IAL NUMBER 1010.0
i-- ca ER
2n --i u-
F<- :j 0 0 u-
0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
DIFFUSER LEGEND CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW,
Dec. 22, 2015
Ln u
xl,,�
r,j OF
Ce SUPPLY r-ZZ:Zl RETURN EXHAUST FAN
LU G. mxsmo�
ce
C.e
0 0
U F-
FOR REFERENCE ONLY, OVAN G`. DRUMMOND,AIA
AR 96399
Allc=---m-p2---j u 4
........................................................................................................ .............. ..... ...................................................................................................................................
..................................................Lar b.............. .4
.............................. ................................................................................................. .......................... ........................................................ ........... .................................................. ........... ...................................................................................................... ........................................ .. ...................d....................b
............... ............................................................ ............................
....................... ............................................................................................ ............................... *..............�.
................ ... ..........
LL-
C)
o
Ln
ru
0 -E
ry F
U-j
U Eu- o
ce
C13 00
kn
0 UJ
>
COVERED
o
GOURMET DINING ROOM
...............
CtS
Ili ce BREAKFAST
LANAI
El
0 FAMILY ROOM
-j Lu AREA KITCHEN
El
L F-
U co
Lu
Lu
in 0 00
El
z
2n
--------------------
Lu tp
---------------------- ------------------- --------------- ------ ----------
z
i Lu
0 > 0 COVERED
-- Lu
rLi 0 t:�
ENTRY
o HALL
......................................... ..................................................................................
U,
FOYER
<
Lu
. ........................
C4 Lu
...................
................................................. ........... ................. .......................................................... .................................................. ................... ..................................... .....................
uj 2 cn
w——---------------------I U
LU ............... ......................... ....................
............................................
0
.....................- ..............................................
......................................................
1.4
Ln
..........
...................................................................
m <
Lu a ru
F- Ce
...............
. 00 LAUNDRY
0
u- -J
..........
.............................
................. .........................................
o MASTER
10 X10"
u- HALL
.......................
L uj BEDROOM ED AIR JUMPER
0 .......... .................... ............. ..........................................
0
U BATH 2
0 En
El El
u .............................
0
0 0 as DRAWN BY
uj
Ce
Ce TWO CAR
b--o LU
.............................................. ......................... .............
U u-
' GARAGE HECKED BY
i-0 1................ - C
..............
S.P.
ru w
Lu
.................
MASTER
SCALE
0 Ce
Lu ............
BATH
................................ ..........................
> A.H.U. 22 X 34 SCALE AS NOTED
-1 0 --j
Z.j BEDROOM 3
lIX17 1/2 NOTED SCALE
0
BEDROOM 2
Lu (n
U- Ln E9
0 0 twn
SHEET DATE
d W.I.C.
-01-15
ce Ln 10
r5
SHEET REVISION INFO
0
0 2"
0
u.j Co U
...................... ........................................... ........ .............. F�............... ............................................................. ...... ................... ............................................... .............................................................................. ..............
Ln
............
.....................................................................................................................................................................................
................................................................................................................................................................................................. ... ..............:..................... ..................................................................................................................... ............. .............. .............................................................. .............................................. ................... ................................................................................... .............................................................................
Lu 7r Ln .................. .............................
Ln 0 (D
LLJ
Co Lu
CO
Lu
M = -, w SET REVISION INFO
3: Cn M Ln
0 (n LU
LU U DIFFUSER LAYOUT
Ln
, SCALE: 1/4"= V-0" CARIBBEAN
w Ui
0 >
C)
3: w 0
Fa- d U=) SHEET DESCRIPTION
Lu a
2: Lu
Lu a
Lu 0
u DIFFUSER LAYOUT
F UJ
co
0 <
Lli > u
<
Lu
Lu
ce- PROJECT NAME
Lu V) C:)
w U� Ln M
Ce < L9 m ATLANTIC BEACH
0 Lu
HERITAGE
u-i
�— U
< =) 0 Lu
U-) Lu LOCATION
u- Ln
0 LU
= 0 LOT/BLOCK 007
Lu ce
E 2-w u-
0
TBINUMBER 007
0 m,
M CL 0 MODEL
a C23 r-
M Lu
0
Ln W Lu RLAND
F-- 6- CUMBE
Ln =
U-1
U-i
Lu u- 2w ELEVATION NAME
(D ui u-
2,-. o F—
CARIBBEAN
.m < Lu
Lu SHEET NUMBER
ce <Lu
o U)
b Ow
Lu LU in LU m 1
Fj
E�
OFFICE COPY
LU
d:� LL_
00 LL-
u F- 0 EERIAL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
ELECTRICAL SYMBOLS LEGEND CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW,
Ln Dec, 22, 2015
�i
C:) SINGLE RECEPTACLE
DUPLEX RECEPTACLE
ce
LU G.
240VRECEPTACLE
0
ce SWITCHED RECEPTACLE
AR9 399
Ce Co
QUADRAPLEX RECEPTACLE
97
00
ED
u WP F6 SINGLE FLOOR RECEPTACLE
GFI OVAN G. DRUMMOND,AIA
HB [61 DUPLEX FLOOR RECEPTACLE
AR 96399
8 ............. ............. .......... ................ ............................................................... .............. ..........
....................... X............................................................ .........................
............................ ....................... ..........................- ................................................................. ................................................. .................................................... ............................ .............
SWITCHED FLOOR RECEPTACLE
........................... ............
........... .............
AQ . ........ ....... .........
2� LL.
1-4 0 GFI QUADRAPLEX FLOOR RECEPTACLE
WP
GFI GROUND FAULT INTERRUPTER
z: o GFI
GIFF
WP WEATHERPROOF GROUND
U)
FIN
a U-) Lu
EP ELECTRIC PANEL
ME
0
VP
=3
RECESS INCAND. (EYEBALL) FIXTURE
co
VAPOR PROOF
ce / COVERED KITcHEN
BREAKFAST
Lu --j 00
LANAI ---------
DINING ROOM
AREA
r- i�� FAMILY ROOM
SINGLE FLOOD - WALL MOUNTED
ftp
GFII 1
LLJ I
GFF
DOUBLE FLOOD - WALL MOUNTED N
------------- GFI
0
__j Lu UNDER COUNTER FOR
LU co
IT,
DW. FOR HOOD/ SINGLE FLOOD - SOFFIT MOUNTED
> F- o
LLI
F- rn
A VENT u
Lu 00
DOUBLE FLOOD SOFFIT MOUNTED
Oil
z
0 0 UNDER COUNTER F
F- HANGING PENDANT CEILING HUNG
6FI,
DISP.
3: 0
.............
..........
Lu to
INCANDESCENT FIXTURE - CEILING MOUNTED
............................................ ..........
—------------- --- C
z
L 0
---------------
VERED�
Lu
...........
E
GFI INCANDESCENT FIXTURE - WALL MOUNTED
0 > 0
D.B. ENTRY
UNDER COUNTER FO
R CHIMES
SWITCH FOIL
RECESSED HIGH HAT
--------------------- LIGHT
-----------
o FOR DISP.
................................... ................................ ..........................................\ a .
2 FT UNDER CABINET FLUOR. FIXTURE
U
ALARM MIN. 6
36
uj
3 FT UNDER CABINET FLUOR. FIXTURE
......................
0: Lu ABV. DOOR
U U)
48
4 FT UNDER CABINET FLUOR. FIXTURE
Lu ...................... .......... .................................. .................................. ................................ ....................................................................................................- ............................. ................. ................
............
STRIP LIGHT
2 ....... ........
------------
.................. .......... GFI
............................... ----------
0
.............
.................... .............
N
12x24 FLUOR. FIXTURE
..........................
...............................................
Lu
1206 FLUOR. FIXTURE
F- S D
SD/CO
_J@
00 4/ 12x48 FLUOR. FIXTURE
0 LAUNDRY,
LU LL
< ............................... 24x48 FLUOR. FIXTURE
........... ........................................................
......... ........-
GFI
EXHAUST FAN
o
J
................................................................
LL.
...........
BA-fH 2
0- o LU
........................................ ............ ...............
EXHAUST FAN W/ LIGHT
u
MASTER
0
UJ 0 M.
ELECTRIC CO. METER
TE.-................ 0.
0� u ...............................
BEDROOM F—Tv G.D.
DRAWN BY
V)--' 0 SD/CO
...................
J GAS CO. METER
0 fn
Lu 0, "
........ .. ......... .........
E 9 TWO CAR C. CRUZ
.........................................................................PIN- ..........-..........
SD/CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR
TV
u- CM + �)--GFI
(.j &--I Lu
GARAGE
CHECKED BY
WP
SMOKE DETECTOR
C> MAS OPT.
...............
$ SINGLE POLE SWITCH
IC ACCESS
S.P.
LLJ Oe H
LLJ
Cs
W/LIGHT &
. ...... 3 WAY SWITCH SCALE
>
......................6..............................................
................................
Lu SWITCH
...........-............................. ............ .................. ...........
A.H.U.
22 X 34 SCALE AS NOTED
00 ZZ 5;
P
$ 4 WAY SWITCH
BEDROOM 3
.. ......... ........ ......... ........ .........
.1 0 lIX17 1/2 NOTED SCALE
j .................. ...................
$ DIMMER SWITCH
F- 0 D
3/4" EMPTY CONDUIT
Lu ul OPT. TO 2 "Y BOX W/ BLAN PUSHBUTTON
K G.D.0. SHEET DATE
...........
OPT. BEDROOM 2 NOPT.
LCI DISCONNECT SWITCH
............. PLATE IN GARAGE
d 0
10-01-15
JUNCTION BOX
SURFACE MOUNTED
SHEET REVISION INFO
0 W.I.C. TVIACK
ELECTRIC PA
N
0 PHONE JACK - PREWIRE ONLY
Lu u
FOR IRRIGATION dbGFI
....................................................... ........ .............. ....................................................... ................. .......... .............................................. ............. 31 .4- ................ ..................
......................... ......... .....
V) THERMOSTAT
"T ........................................................................................................................................................................
......................... ..................... ..................... ................................................................................................................................................................................................................. .............................. ........................................................................................................................ .......................... ........................... ...................................... ............
.................. .............................
Lu (1)
Ln PHOTOCELL - SOFFIT MOUNT
LU HB
>- Co Lu PHOTOCELL - WALL MOUNT
In -j M
0 _j ELECTRICAL PANEL
Lu < SET REVISION INFO
m -, U-1 SPEAKER WIRE FROM TOP OF WALL
V) m U)
0 Ln ;;� L=u
2, ELECTRICAL LAYOUT KEYPAD
u, F,-
Ce SCALE: 1/4 V-0" CARIBBEAN CHIMES
ce U.1 STRUCTURED PANEL (a.k.a. SMART BOX,
0 > EEEI
0 --- COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY)
En 0
F=- d =, F—iNT-] INTERCOM SHEET DESCRIPTION
U) uj 0 M
Lu 0
U 1�� ELECTRICAL
uj
Co Ce Q-
0 < LU 0 FOR REFERENCE ONLY LAYOUT
Lu -> u
Ln
m 2,
Lu
En -i
ui En
PROJECT NAME
U-1
Ce w
Ce < 2-w ATLANTIC BEACH
O :N Lu
0 #-� �i HERITAGE
1Lj um 0
=:) 1--ru
Lu LOCATION
luni
:]= LOT/BLOCK 007
E �-
C_� e-%
TBINUMBER 007
0
Ln 0 MODEL
o;--
--1 2`
Ln < 0 ce
Ln j:e Lu CUMBERLAND
LU
p x Lu
r--j Ju u- ELEVATION NAME
Lu 0 Lu
5i E CARIBBEAN
0 af
-n < Lu (10
tf� F- d
2w- 0
(D F-
V) Uj SHEET NUMBER
Co <LU
co
"o V�2 =Ln)
Coe OFFICE Cr
u
TE�,,
x\1A ZATT
W/L
wT
Lu
Lu Co Lu E 1
--j
W -j LL.
0 0 LL- � LLJ
,I z u ERIAL NUMBER 1010.0
TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
DRAWING COMPUES WITH THE APPLICABLE MINIMUM BUILDING
CODrf,Ff
f AS OF DATE OF CERTIFICATION BELOW.
Ln Lj 2 2 2015
OF F6
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
LU
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE
BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER
ca HEAD F-ASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER
RESISTIVE BARRIER & A9 99
INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER &
0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE
THROUGH FLASHING BARRIER TEMPORARILY SECURE
HEADER TO ALLOW FOR FLASHING INSTALLATION
1. CUT FOLD UP &TEMPORARILY
AIA
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER 16�3
BARRIER BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR 1. PROVID ONTINUOUS
z U- ALLON FOR FLASHING BARRIER SHEATHING LIQUID AN D FLASHING
P-40 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION 611 TO THE I IOR FACE OF
0 M WEATHER N__HPE—_-71 SILL PAN
M 0 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE THE MA OPENING
< U) RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2 (SILL/ AND HEAD)
BARRIER WEATHER RESISTIVE BARRIER
Lwu 13
0 (ASSEMBLED 2. SE L JOINTS OF
Lu ce 3. FOLD WEATHER RESISTIVE -n WINDOW ) -n MAS WITH El
5; 2
V) Lu 0 SILL PAN S. u� c�
=) a- = " BARRIER BACK OVER HEAD
ca CO OUS SEALANT.
00
FLAE HING AND SEAL WITH TAPE
0 LLJ
LL_
lz 0 FLASHING
0 G)
ui lm�
ex.
DO NOT FLA H
OVE
........... R BOTTOM
LU ca CORNER
> 0 NAILING FLANGE
u.j PATCH
u
0 0 00 C)
z
<
El
to
N OT S:
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE
Lu
-07
>
.-i Lu 2 (MIN. 6" WIDE). CONFORMING TO AAMA 771
0 > 0 FLASHING
> Lu FLASHING
Lu 0
2. RE OVE WEATHER RESISTIVE BARRIER FROM TOP OF
..........
WINDOW SILL PLATE.
<
F- ZIE: z 1=�
NOTES: 3. IN 3TALL FLASHING IN ORDER AS SHOWN BY NUMBERS.
Lu
me Lu Z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
< 2
CONFORMING TO AAMA 711-07 4. LL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED
z ER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07
Lu
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
C)
Lu
3. MECHANICALLY FASTEN AS NECESSARY
c
<
PRE-CAST SILL
W C$ 04
C:)
Lu Lj- :j TYPICAL SLIDING GLASS DOOR FLASHING DETAIL
M < (E (EXT�-2 TYPICAL WINDOW FLASHING DETAIL
p - NOTE: CLEAN OFF
ce T-1) (EXT-2) Y DEBRIS
el% (EX N.T.S.
w �� u- ��3 N.T.S. BEFORE APPLYING
- Lu STUCCO RAKE JOINT AT WINDOW
C>L 0 OPTION - A ANY SEALANTS.
0
ERIOR PERIMETER CAULKING
u z
< ce 0 ""X 11 FLASHING W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED
a 0 0i 6 T TRUCTURE AS DESCRIBED DRAWN BY
2-W uj PER AAMA -1
< x < CONT. DRIP EDGE
ce ON T APPROVAL
uj CANT STRIP M. STRICKLAND
ACROSS DOOR HEAD
z
WALL PER PLAN
TO DIVERT RAIN /I
CHECKED BY
L60 z SILL PLATE WALL PER PLAN WALL AS
C)e vi .......... REQUIRED 0. SWAFFORD
U.J .... ...
LU
cl-
>- SCALE
w M Lu SEE NOTE #2 RAIN DRIP 22 X 34 SCALE AS NOTED
< > EXTERIOR REGLET 3. INSTALL BUCK. PROVIDE
0 -J
DOOR lIX17 = 1/2 NOTED SCALE
LIQUID APPLIED FLASHING L
Lu WALL SHEATHING EXTERIOR \—P.T. WOOD BUCK SET IN OR CONTINUOUS SEALANT
U- U)
0 C) tc WITH WEATHER WINDOW TO MASONRY SIDE OF SHEET DATE
�; d 0 RESISTIVE BARRIER CONTINUOUS BEAD OF BUCK PRIOR TO
ce US INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION.
cl- ON PRODUCT APPROVAL SHEET REVISION INFO
Q ce NOTES: NOTE: 4. SEAL ALL JOINTS (BUCK
'me 0 ;m 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) DRYWALL
CL �_ 0 TO BUCK AND BUCK TO
LU U CONFORMING TO AAMA 711-07
THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH
NOTE:
Lu (n DOORS THAT HAVE NO IMMEDIATE OVERHANGS CONTINUOUS SEALANT.
(n 0 INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS ARE T ULKED
ABOVE THEM AND DOORS THAT HAVE A SECOND
< STORY WALL ABOVE THEM. TO WALL & WINDOW CAULKED OVIDE A LIQUID
uj 3;:
00 ui 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AND E R PERIMETER APPLIED FLASHING OR
_j SELF-ADHERING FLASHING
Lu < SET REVISION INFO
M :3= Lu TO BUCK (INTERIOR FACE
3:: U) kn
0 m WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW ICAL WINDOW TO REMAIN UNSEALED).
U-1
22 6. INSTALL WINDOW.
< HEAD DRIP DETAIL MB SEALANT DETA
EXTERIOR OPENING OR BEAM (&�_6 HEAD DRIP DETAIL (E 7
(E 5 EXT-8 PROVIDE A CONTINUOUS
w Lu 2- 3 SEALANT TO ALL FLANGES
0 > ::- I
0 ---- � D�3N.T.S. (EXT-5) �.D3� N.T.S. (EXT-6) �3 N.T.S. (EXT-7) D3 T.S. (EXT-8)
3: Ln 0 OF WINDOW EXCEPT AT
LU = 9%
u SILL (PROVIDE 2- MIN GAP SHEET DESCRIPTION
�Eu 5 EACH END).
V) Lu 5 STANDARD
Lu 0
Lu 4 7. PROVIDE CONTINUOUS
1:2 SEALANT AT INTERIOR AND NOTES & DETAILS
< Lu 0 EXTERIOR. REFER TO
2 _> u
F_ U) < AAMA STANDARDS FOR
zw M -I- " /STUCCO ON 8" CONC BLOCK WALL PT WD BUCK INSTALLATION STEPS.
Lu 2 :j <m
cn W ii) W/ #5 IN GROUT FILLED CELL W/
Lu < (n PRE-CAST SILL
w 30" OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18" O.C. PROJECT NAME
Lu
ECTION (SEE CHART & BEND DOWN INTO STAIR.
w < 0 Ill WALL PER PLAN NOTE: CLEAN OFF
0 Lu
/d. CONC STAIRS ANY DEBRIS
SECON' DARY POUR
Lu ST WA BEFORE APPLYING
ANY SEALANTS.
< =3 :Lru HEIGHT 1 14 UrA I L%ii m r I G. #4@
Lu F__
SIZE (W x D) SPACING
:777%
U- TO BE INSTALLED LOT/BLOCK
0 1-011
Lu 'ce -01, 2'-O"x 11-411 (3) #5's CONT. 56"o.c.
0 to 4' #5 -12
0 200
TBI NUMBER
C) -111 FOOTIN�
4 to 61- 0 X 11-411 (4) #5's CONT. 48"o.c.
U) C) I
cx. BEND #5, 2'-0" INT V-0" MIN.
O.C. MODEL
E )( 11-411 1(4) #5's CONT. 32'
m 0 b OM (TYP.) 611 5"x5" METAL FLASHING STEP OR
c� 2<0- _L� t A I � i . I GRADE W/TAR BETWEEN CONTINUOUS
In 0 m w GRADE
ALL
ce uj
2� Ti 4 1
(5; Lu FLASHING 6" PAST ITI
Lu U ELEVATION NAME
< El I I , 'T
1, EDGE OF ROOF ROOF PER PI AN
Ln u-
0�
0 PAVERS AT LANAI _14._41--- --------
C� as E a REAS, TYP. 4 0 ALL
m
rq A ZT
ce Lu < TYP. FTG. EXTEND TYP. FTG @
CD < Lu
fn -1 __j 0
Lj u
0 WIDTH, SEE STAIRS & PROVIDE
rn Iz 0
EAND DETAIL FND-3B #4@ 18" O.C. E.W. -0
r Lu SHEET NUMBER
Ln ca ENFORCEMENT INFO TYPICAL Ro
LOU a TYPICAL CMU
V�2 �3_ 01
=3 uj "_T�-4
WALL FLASHING DETAI
uj ca U-1 RIVACY WALL (STEM ) CONCRETE STAIRS ON GRADE EXT-11 (EX WINDOW FLASHING DETAIL D3
b__I 2-- __j '.:� If (EXT-10) N.T.S. (EXT-11) D3 (EXT-4)
Lu _j _-_ _j L" D3 SCALE: 3/4" = l'-O" (EXT-9) �3 SCALE: 3/4"=l'-C N.T.S.
0 0 u-
u 1— 0 PERIAL NUMBER 1009
TO THE BEST Of MY KNOWLEDGE,THE DESIGN DEPICrED ON THIS
ROOFING PER CONTRACT ON (2) DRAWING C014PLIES WrrH THE APPLICABLE MINIMUM BUILDING
COD�JfFr TE rl5CA'nON BELOW.
SHEATHING ...............
LAYERS OF 7/16'
Lo U or F
T-4 a (CONTRACTOR TO PROVIDE PRODUCT
Ao o4f
APPROVAL FOR ROOFING SYSTEM) SEE PLAN
G. wast�
LU
:3= 2 X 6 W/ 2" DIA.
A 6399
ROUND VENT @
4 If 2 O.C.
ED
0
METAL DRIP OVAN G. DRUMMOND,AIA
EDGE AR 96399
CARIBBEAN CLASSIC COASTAL SHINGLE 2 X 4 FASCIA
u- \—CEILING INSULA�ION
. 0
0 = 2 X 6 RAFTER TAIL (SEE ENERGY CALCS
2<E (2 " SOFFIT LEGEND N.T.S. @ 2411 O.C. 1/2" RIGID GYPSU RD
12 C)
2� Lue O.H.
0 x 4 TONGUE X.PER PLAN DBL. 2x SYP. WD. 5u con 0�1
m 05 8 TOP PLATE 0*1
Cie D GROOVE 00 -
i, �>j -!� 00
2x SYP. #2 D. S Oo rq
4
0 Lu i
SH MATERIAL W,
LL i,111 1 @ 16" O.C., TYY
- r o " � I
10 ELEVATION 1.4 63 W�
Lu WALL INSU 0
1 EAD TRIM (SEE ENERG S.) 0
<
UJ cm
> o 2x SYP. #2 HEADER U w El
Lu --% I ;u
5 Lu -SEE SCHE cn
ED 00
00 E]
SCHEDUL INDOW
0 0 BACKE E3
Lu AND SE (SEE FL LAN)
Cie rA
_>_j Lu WINDO ACHMENT
0 > 0
COMPL W/ FBC-R
5/4" SILL 0.4
2x,,SY WD. STUDS �_4
1 X 6 APRO
Lu < 16 P. 44 Z
Lu EXTERIOR ST L
Lr j "%�
De Lu SHEATHING A UIRED WA SULATION
U En
uj 2 u) BY FRAMING D (S ERGY CALCS)
a-,
Lu
3: =21 2 WATER RESISTA RRIER
vmt4, �
(2 LAYERS REQUI ECT WALL PER
LU
LU 0-4 c
POLYETHYLENE Ho p ING DETAILS
OR APPROVED EQU EM
o cl 1p,
ISHED BASE MOULDING m
UJ U— _J Z-4
_j 2x SILL PLATE
p 4" GYPCRETE (OPTIONAL)
TOP OF
o 2x RIBBON FASTENED
TO FLOOR TRUSSES PER /4" THK. T&G SUBFLOOR FLOOR
0>__ Lu
00 TR,SsAgk
0- -1 TRUSS ENGINEERING
U ce co I a
C) (n x
u m ROOFING PER CONTRACT ON (2)
cle 0
a o LAYERS OF 7/16" SHEATHING Lu DRAWN BY
ce-
m Lu (CONTRACTOR TO PROVIDE PRODUCT <
< m: ce D. KRAMER
ce APPROVAL FOR ROOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION
P-i Lu
U-
CHECKED BY
2x RIBBON FASTENED
(f� TO FLOOR TRUSSES BATT INSULATION S. VANCLEAVE
C'e 2 X 6 W/ 2" DIA.
u.j PER TRUSS ENGINEER
Lu ROUND VENT @ REQUIRED OVER GARAGE
2411 O.C. SCALE
0 (SEE ENERGY CALCS)
Lu DBL. 2x SYP. WD. TOP P E 22 X 34 SCALE AS NOTED
> METAL DRIP
0 ---JJ 11X17 = 1/2 NOTED SCALE
0 EDGE PRE-ENGINEERED WOOD FLOORA 1/2" RIGID GYPSUM BOARD
TRUSSES (VERIFY W/ TRUSS
Lu U) 2 X 4 FASCIA
U- in ENGINEER FOR TRUSS LAYOUT)
0 0 vce) SHEET DATE
d 0 CEILING INSULATION
w FINISH MATERIAL
Lu b (SEE ENERGY CALCS.)
a- <4 PER ELEVATION
2 X 6 RAFTER TAIL 1/2" GYPSUM BOARD SHEET REVISION INFO
0 w �t O.C.
0 2r @ 24 1/2" RIGID GYPSUM BOARD ON STUDS W/ WALL
1 X 6 SMOOTH
>- 0 A, 0.H. INSULATION (SEE
Lu U DBL. 2x SYP. WD. STUCCO BANDING
1 x 4 TONGUE PER PLAN ENERGY CALCS)
TOP PLATE
Lu U) AND GROOVE
Ln 0 L9 v III vi
5 f7; 2x SYP. #2 WD. STUDS
FINISH MATERIAL
@ 16" O.C., TYP.
> Lu
- cc zu-P,
PER ELEVATION
HEADER , SEE FRAMING
WALL INSULATION PLAN FOR SIZE AND DEPTH
Lu SET REVISION INFO
m Lu 1 X 6 SMOOTH (SEE ENERGY CALCS.)
U) (n STUCCO BANDING
0 tn LU 2x SYP. #2 WD. HEADER
ui m
u -SEE SCHEDULE
ce � U)
< 0- ce ca
0 w u_J
0 > __7 SCHEDULED WINDOW EDULED WINDOW
3: tin 0 FLOOR PLAN)
LU = (SEE FLOOR PLAN)
u WINDOW ATTACHMENT W ATTACHMENT SHEET DESCRIPTION
Ln COMPLIANT WITH FBC-R 1 X 4 SMOOTH C ANT WITH FBC-R
I X 4 SMOOTH
ILn Lu
Lu 0
1/2" GYPSUM BOARD ON
U STUCCO BANDING STUCCO BANDING i 1/2' SUM BOARD ON
Lu STANDARD
STUDS W/ WALL INSULATION
STU WALL INSULATION
ca EXTERIOR SHEATHING TO (SEE ENERGY CALCS) EXTERIOR SHEATHIN (SEE Y CALCS)
uJ 0 BE FLUSH WITH THE EDGE BE FLUSH WITH THE NOTES & DETAILS
> U 11 0 v
Lu (n OF THE FOUNDATION 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATIO 4" 2x SYP. D. STUDS
GAP BETWEEN FOUNDATION @ 16" O.C., TYP. GAP BETWEEN FOU ION @ 16" 0 YP.
AND SHEATHING AND SHEATHING
UJ cn < tn 2x P.T. SILL PLATE 2x P.T. SI E PROJECT NAME
w �� = Z' 1110
a- WATER RESISTANT BARRIER WATER RESISTA RRIER
Lu 0 -,�Z
CONNECT WALL TO FOUNDATION CONNECT 0 FOUNDATION
ce V�w (2 LAYERS REQUIRED) (2 LAYERS REQ
PER FRAMING DETAILS PER FRAMIN ILS
Lu ;m — POLYETHYLENE HOUSE WRAP POLYETHYLENE E WRAP
00 Lu PROVIDE CC) TAL TERMITE
0 OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED L SYSTEM
Lu SHIELD UNDER SILL PLATE SHIELD UNDE LATE
FLASHING FINISHED BASE MOULDING FLASHING FINISHED BASE DING
Lu
Lu LOOR��" MAIN FI FLOOR
?&MAIN FIN. F
u- fLn
C) Lu
LOT/BLOCK
o _%FrE_LEV@ _0'-_0 ELEV @ 0'-0"
Lu
M U- Lu Lu
E C:) > > BI NUMBER
C:) 0 2�
CL
0 MODEL
b 411 CONC SLAB W/ m: L 41 CONC W/
Lo Lu
r-1 VAPOR BARRIER VAPOR BA
< O :m W 0 ALL
U) w U.J < \ 1 1
F- >
m
Ln Lu REFER TO STRUCTURAL REFER TO STRU
Lu
-4 2: _. DRAWINGS FOR DRAWINGS FOR 0 ELEVATION NAME
C) LU u- COARSE COUNT &
cli u 11-4 ui u- COARSE COUNT &
0 FOOTING SIZE m
FOOTING SIZE CN (P 0 CARIBBEAN
(PROVIDED BY ROVIDED BY
co Lou
w Ce Lu 22 0 OTHERS)
3: THERS) 0
Lj
SHEET NUMBER
uuj) 3;:
w EXTERIOR WALL D7
ILn u� .4 n
W co w SECTION WITH WINDOW TWO-STORY WALL SECTION
2
Lu _j D7 SCALE: 3/4" = V-0" SCALE: 3/4" = l'-O"
0 u- SERIAL NUMBER 1009
u 0
----------------
To i HE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS
UtzAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING
CODE Vr AS OF DATE OF CERTIFICATION BELOW.
Lo C 2 2 2015
C:>
SET MIRROR 3" FROM SET MIRROR 3"
OF
Ln MIRROR=VANITY -511 DRYER VENT (TYPICAL)
af END OFF BACK SPLASH J1, FROM INSIDE CORNER
LU
GAS PIPE (TYPICAL)
FOR GAS DRYER ONLY
Ln R9 399
-----------------
11-21 m --:� 0
ce Ln I
ce 0 Se DRYER VENT (TYPICAL)
COUNTERTOPS 0 ce u OVAN"�' AIA
co GAS PIPE (TYPICAL)
36" HIGH X = m:
Lu
> FOR GAS DRYER ONLY
(VANITY-5") MIRROR uj o
co
LL.
C) OUTLET BOX --------------- --- 1/4" MIRROR 644/ DRYER VENT BOX-
CENTER SIDEWAYS ATTACH PER MFR.
IN BACKSPLASH INSTRUCTIONS
Ln 0
tn .1/2" RECESS
0 !�j! w DRYER VENT BOX Su
w 2 FOR MIRROR ATTACH PER MFR.
rl�
Ln U-1 0 INSTRUCTIONS CIO
m C) -2X4 HALF WALL 0
m YORKTOWNE P T. SILL PLATE rq P.T. SILL PLATE
0 L U m `0 TRIM - MM MIRROR V�ll IF SLAB ON GRADE) (IF SLAB ON GRADE)
u- 1= o
0 1-4 P.� 8,
Lu ce zl�
ex. CABINET
0 VANITY MIRROR INSTALLATION INSTRUCTIONS:
i uj < Q 0 a) -e�
LU co
> o WITH PEDESTAL
Lu 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE.
S uj C'�
00
0 1�1
2. AT BATHRDOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: 00
1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, tp
CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.)
3: 0 BOTTOM, OR REAR VENT LOCATIONS. <=�
U-1 NOTE: BRACKETS REQUIRED IF El
> 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED
I fu 2-- COUNTERTOP CANTILEVERS MORE THAN 10"
0 > 0 BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM
> Ju 1-4
u.j o t-.� 1 1" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. C)
2
Lu 0 Z
MASTER BATH MIRROR WOOD TRIM DETAIL
KITCHEN HALF WALL DETAIL (,NT-2 (INT-3 � DRYER VENT BOX FOR DRYER ONLY.
1-011
U Ln (INT-3)
SCALE: 1/2" V-0" (INT-1) D8 SCALE: 1/2" 1 (INT-1) D8 ) SCALE: 1/2" = 1 -0
0,
TILE OR STONE ON 1/2" COMPARE
1 0 NN-b "
LU Uj HARDI BACKER BOARD MANUFACTURER'S
Aq
DIM OF TUB &
OVER Y4" EXT. PLYWOOD
ce ra Ll
Q TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION
UJ u- -J
M --j TO CONTRACT SPECIFICATIONS)
p G
o
ce U- WALL TILE
LU REFER TO FLOOR PLAN, VARIES SEE PLANS
0 __j ;01
0 0- C13 al
u cef 2X BLOCKING BETWEEN VARIES BY MODEL
W 0 Ln I ROW OF TILE
ce- U M STUDS (3 WALLS)
< 0
Lu 1 7 X I 2X4 @ 16 O.C. DRAWN BY
Lu CORNER SHELF
ce- VINYL LINER (3 WALLS) D 5 M. STRICKLAND
"n
--777\>,
Lu
u- ca UP WALLS a� 0 (1) CERAMIC CORNER x
0 SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY
0 ------ FLOOR TILE
ch 0% SILICONE BETWEEN u- 0. SWAFFORD
j ice Ln
CKER BED Lu DROP IN TUB X
Lu F- X x
cl. SCALE
ce
. <I, " 1 2" SHOWER DRAIN
LU Lu 2X4 CRIPPLES 22 X 34 SCALE AS NOTED
u-
ED < > FL Lu --- ......
4 THRESHOLD 1112�: LEA
o --j y 1 . 1 1X17 1/2 NOTED SCALE
oll 00
u') (n TILE AT DOOR 2X4 TO BE P.T. SUPPORT UNDER
SHEET DATE
Lu Ln tE
THRESHOLD Lu WHEN IN CONTACT TUB AS REQ. BY
d WALL TILE W/ CONC. MANUFACTURERS.
U, N
6- ADJUSTABLE E COAT WETBED PLAN SHEET REVISION INFO
0
SHOWER DRAIN
0 (F R-�33 uROP IN TUB DETAIL
LU U 2" SHOWER DRA FLAN ROOFING FELT
0 m LI IN SEALANT @
NOTE:
Lu � Ln SCALE: 3/4" l'-O" (FR-33)
Ln 0 (D E: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS
=> M �� SHOWER ELEVATION
LU M E USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBAG ACCESORIES. REFER TO
>- Ca Lu 3:
cn MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL. PLANS BY MODEL.
c
u.j < SET REVISION INFO
2 1-' = -% uj 0
3: U) w (n
0 U) LU INT-4 WER & CURB ON FRAMED FL (I`NT-5� STANDARD SHOWER SHELF LOCATION END INTO FLOOR
m � D8 ) (INT-5) JOIST XTEND TO
:5 u, D CALE: 3/4" l'-0" SCALE: 1/2" l'-O"
< cx. C�e ca BOTTOM JOISTS. A
(D ne uj M
M 0 >
F-4 0
3�: tn 0 END POST TO P E
;* 1m-- d =) SUBFLOOR. SHEET DESCRIPTION
0 �� Lmu U-)
U-) Lu in 2-, STANDARD
(D Lu 0
U FACE NAIL END POST T
m
gLU
ice BLOCKING. NOTES & DETAILS
0 < LU 0 2x BLOCKING BETWEEN
Lu - > u
< FLOOR TRUSS AGAINST
Lu END POST.
6--a _j <
U)
Lu <
PROJECT NAME
2� un, SUB FLOOR.
Lu 0
ce Ln U)
<
ne
0
in
Lu
<
uj F- 14
Lnu
o LOT/BLOCK
En U-
LU f,
TBI NUMBER
0 Ln
m Ln 0
E MODEL
O�
<Ln uj < ALL
0 2p
F- a- >
m 0 >- LS(TYP)
u, Lu cl m FLOOR TRUSS. ELEVATION NAME
LU u- M <
Ln U LU U-
T--4 Lu ALL
C>
C�, < Lu
m 0
SHEET NUMBER
Lcuo
Ly
0 = Ul
-.. F- p 0
ZA
< F- 0 (FR-�34 HALF WALL TIE-IN DETAIL
Ju u Ce D
uj cn uj
Lu _j u- D8 N.T.S. (FR-34)
_j 0 u- ERIAL NUMBER 1009
< u 0
O.131X3" TOE NAILS PLATE SP ICE
COMPONENTS & CLADDING GARAGE DOOR UPLIFT TYPICAL TOP PLATE NAILING:
RESIDENTIAL TYPICAL STUD AAILING: 2XIS, 2x8 (5) NAILS 4'-0" MIN. SPLICE LENG ROUGH DROPPED HEAD MINIMUM END
2014 FLORIDA BUILDING CODE ULTIMATE DESIGN PRESSURES PRESSURES (PSF) CONNECTOR FASTENERS FL# CODE 2x1O, 2x12 (7) NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN SPECIFICATIONS USP CONNECTORS TYPICAL HEADER NAILINQ TYPICAL DOUaU��-T . WINDOW SILL SCHEDULE
DESIGN CODE:
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, 1 CAR SYP SPF 0.1310" END NAILS: 9" LVL, 11" LVIL (7) NAILS FASTEN ALL TOP PLATES (16) 0.1310" NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE +22.9 (2) 0 2x4, 14" LVL, 16" LVL (9) NAILS TOGETHER w/ (3) ROWS FVENLY SPACED < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM AREA (sf) ZONE (PSF) a' = 4'-6" DOOR -28.8 LISP A35 450 450 (9)10dxl'/," 1 (3) 0 2x6, OF .13W @ 12" O.C. STAGGARD. 4 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS
10 +25.6 -27.7 +25.6 -34.2 (B'x7') USP RT7 585 495 (5)8d EA. END - . (4) 0 2x8. SYP#2 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS
ROOF FLOOR 2 CAR USP RT8A 775 650 (5)10dX11/," EA. END TYPICAL WALL FRAMING NOTES:, SYP#2 DBL. HEADER, 4'-0" MIN. (l)A35 + (4)12d TOE NAILS,
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 USP MTW12 1195 860 (7)1OdX11/," EA. END ROOF SHEATHING, 6"MAX. TOP PLATE PER PLAN
TOP CHORD LIVE LOAD 20 psf 40 psf DOOR 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS Lou Pontigo and
9 USP HTW20 1450 1245 (12)10dx11/2" EA. END ALL WALL STUDS.,
-23.
TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +21.8 -23.9 +21.8 -26.6 (1 6'x7')
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 Psf i I SEE 5/SO.O Associates, Inc.
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA24 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY RAISED
BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)1Od EA. END PLATES AND SOLE PLATES. REQUIRED IF SHEARWALL-\ HEADER ARCHED TRAN
DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 1��, I aQm-QEmDN- 420 Osceola Avenue
USP LTS20B 1/,"0 ROD TO FTG. 2x SPF DIAGONAL BLOCKING
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED 3. USE SYP#2 FOR ALL FASTENED wl 3-0.131"x3" jax. Beach, Florida 32250
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 USP JUS28 1305 -1305 (6)1 Od TO HEADER HEADERS I I DROPPED EA. END TYPICAL. Ph.242-0908 Fax. 241-9557
O�75" MAX ANY CASE 0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT16 4290 4290 5/,"0 ROD TO FTG. 1 0� HEADER ,-'-SHEATHING MAY EXTEND 2"
POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 4. ALL WALLS SHALL BE PAST BLOCKING- WINDOW FL� CA# 8344 SC:CA#3579
USP HTT22 5370 5370 5/,"0 ROD TO FTG. BALLOON FRAMED FULL -------- ARCHED lo ATTACHMENTS MUST
WIND LOADING� 11 HEIGHT TO ROOF OR FLOOR LSYP#2 HEADER,
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 2535 5/, 0 ROD w/ (1 2)16d L-- - ---- FASTEN LOWER STUD TRANSOM PER PLANS ANCHOR INTO 2x MATERIAL.
BEARING ELEVATION, U.O.N. ONi OPTION
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS = PRESSURE AND MINUS = SUCTION� USP PAU66 2535 5/,"0 ROD w/ (12)16d PLAN. -PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT JACK AND
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS,
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/."x2-�/� TAPCONS 5.) FASTEN BOTTOM PLATE WINDOW SILL SEE
LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE OF� @ 12" D.C. SEE PLAN
BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE
WALLS TO CONCRETE SLAB
THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SIMPSON CONNECTORS AT INTERIOR WALLS TYPICAL SOLE FOR SILL SIZE AND AT TWO STORY CONDITIONS, IV
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH w/lOd MASONRY CUT NAILS CONNECTION EACH 011 &
TYPICALLY %" FULL PLATE NAILING,- WINDOW SILL SEE PROVIDE SOLID BLOCKING
IMPORTANCE FACTOR --------------- 1.00 a UPLIFT 48" D.C. MINIMUM. SEE HEIGHT THREADED O-1Y1-xT-TOE NAIL�-- END SCHEDULE WITHIN FLOOR SYSTEM AT ALL
FOUNDATION PLAN ADDITIONAL RODS 0 6'-0" O,C, (3) @ 2x4, UPPER LEVEL POSTS & JACK 7415
MEAN ROOF HEIGHT ---------------- 20.0 FT CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS
SYP SPF
(4) @ 2x6, STUDS
ROOF PITCH ------------------- 7/12 to --
A35 450 450 12-8dxl�/2-
BUILDING CATEGORY ---------------- 11 1 10446.4 (5) @ 2x8.
t- SDWC15600 SCREW 33 01=
EXPOSURE CATEGORY -------------- 424-DENOTES EDGE STRIP. H2.5T 600 520 5-8d EA. END 11478.3 BLOCKING ONLY REQUIRED SEE 8/SO.O -
- C INTERIOR BEARING NALL:- AT SHEARWALLS AND-\ PT. SPF#2
- SEE C & C CHART H8 620 530 5-10dxll/2" EA. END 11470.3 STUCCO FINISH SOLE PLATE
0�,
ENCLOSURE CLASSIFICATION ------------ENCLOSED r SEE PLAN FOR STUD SIZE
I ABOVE FOR 'a' DIMENSION
AND D.C. SPACING.
INTERNAL PRESSURE COEFFICIENT ---------- .18 MTS12 1000 860 7-10dxl'/2" EA. END 10456.3 \ A I ] III A A C6
THING
WALL SHEA
HTS20 1450 1245 24-10dxll/2" EA. END 13872.3 CONTINUOUS BLOCKING
SEE DETAIL 1/SO.1
MATERIAL SPECIFICATIONS MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR SYSTEM 16d COMMONS FOR SPLICING FOUNDATION, SEE PLAN �' V Christopher I Sabourin PE
1-614- MSTA36 2050 1870 13-10d EA. END 13872.8 WHERE POST IS XBOVE. @ all 0.(1 OPTIONS 8" FL PE#71461
WALL FRAMING AT WALL FRAMING AT MAX. MIN. �SOLE PLATE ANCHOR;
HARDWARE AND ANCHORS- 18-16d TO TRUSS/BEAM FLOOR SHEATHING
A ASTM A 307 OR ASTM F 1554 GRADE 36. H TT4 3480 3080 11496.2 Bd 0 3" SEE SPECIFICAT& V I PLATE CHANGE CONDITIQ�L RAISED HEADER CONDITION FROM SOLE SEE SCHEDULE T
NCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NTH [NOT ACTUAL PLAN] 1-5/s"O ROD TO FTG. CHOOSE EITHER THE DROPPED PLATE BREAK R�ISIONS DATE
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM WALL FRAMINQ AT
)ITION OR RAISED HEADER CONDITION
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 11496.2 ------
1-5/,,"0 ROD TO FTG. DROPPED UEADER CONQITION
TYPICAL WALL FRAMING
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 6-10d TO HEADER I/�2
EXTERIOR SHALL BE GALVANIZED, MEANS AND METHODS: LUS28 930 780 10655.113
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 4-10d TO JOIST Vo-D/
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4- FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d FO HEADER )/2%6" SIMPSON TITEN HD
LARGER THAN REBAR SIX AND I/," LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU410 905 785 - 10531.36 L---- w/3X3xO.229" WASHER SEE SOLE PLATE ANCHOR
(U.O.N.) OTHER PERSONS PERFORMING THE WORK OR FOR TH17 FAILURE FOR ANY OF 6-16d T) JOIST SCHEDULE FOR SPACING Q&HOLD DOWN
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT SYP#2 DBL. !I SEE 1/SO.1-/,
(DUAL CARTRIDGE INSTALLATION ONLY): DOCUMENTS. ABU44 2200 5/,,"0 RO) EPDXIED 6" MIN 10849.6 TOP PLATE SEE 5/sO.0
i I BUTT JOINT
ABU66 2300 %"0 RO) EPDXIED 6" MIN 10849.6
EPDXY: ITW RED HEAD A7
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: I BLOCKING ONLY REQUIRED 2-
I
REINFORCING STEEL. SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TlE 11506.4 AT SHEARWALLS AND j 2-
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WALL SHEATHING
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. 10-16d TO STUD/BEAM/POST 11496.3 1 STUCCO FINISH SEE DETAIL 1/SO.1 A CONTRACTOR SHALL CONTACT LOU
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 1 PONT GO Et ASSOCIATES PRIOR TO
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-V,"O ROD TO FTG. FOR SPLICING
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT OPTIONS RATED SHEATHING, MAKIING ANY STRUCTURAL FIELD
LSTA12 8C)5 L65 10-10d 13872.5 BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY 9 FULL HEIGHT )21" THREADED ROD 61, 1 SHEATHING FROM THE INTENT OF THE ORIGINAL
ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. CS16 1705 1 705 113-8d 10852.1 SHEATHING EPDXIED 4"w/3X3xO PT. SYP#2 J "i M'A X MIN' CONSTRUCTION DOCUMENTS,ANY
TO BE WASHER SEE SCHEDULE SILL PLATE EXAMPLE OF PANEL FIELD ALTERNATIONS MADE PRIOR TO
GENERn A CONTINUOUS FOR SPACING .229" -W EDGE w/ BLOCKING BEING APPROVED By LOU PONTIGO a
AL NOTES Et CONSTRUCTION SPECIFICATIONS TO UPPER -INTERIOB BEARING SOLE PLATE BREAK WHERE RE ASSOCIATES MAY RESULT IN
QUIRED BY ADDITIONAL ENGINEERING OR
TOP PLATE WAU-SEE SCHEDULE TITEN HID GENERAL NOTES.
ELOQR SHEA]BING-52ECIFICATIONS FOR STUD SIZE EOXY AbIQHO_R ANCHOR OPTION
23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- D.C. EDGE & FIELD AND D.C. SPACING. WALL SHEATHING TO QEILO�L . . . .. . . . . . ..
ROOF SHEAIHING SpECIFICABONS: SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT . .. . . . . . . . . .. . . .
SOLE PLAIE
RAISE )8"' FROM EXT. WALL SHEARWALLS SUPPORTE
WASHER EMBEDMENT EDGE
BOTTOM OF SPACING SPACING SPEC. DEPTH DISTANCE
D.C. WITHIN 4--0" OF ROOF EDGE). SEE DET ILS SEE DETAILS SOLE S
affiNfz�- MIN� 7/,,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 D EDGES,4
8d @ 3" ANCHOR GENERAL NOTE
0 ON S1.01
TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE). PLAN AND FASTEN TITEN HD 48" 24" 3x3xO.229" 4- 2"
S1, 1 -1 w/8d 0 3" D.C.
F -1 EXAMPLE OF UNSUPPORTED
METAL - MIN, 1/2-, 24/16, APA RATED PLYWOOD SHEATHING, NAILED wl 0.113x2" RING SHANK NAILS 0 6" D.C. EDGE & 6" D.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" D.C. WITHIN 4'-0" OF ROOF EDGE). EPDXY 48" 24" 3x3xO.229" 4" 2"
MAS 48" 24" N/A N/A (UNBLOCKED) PANEL EDGE,
S ECIEIQATIONS: N/A (TYPICAL)
WALL SHEATHING I;P
FLEXIBLE FINISH-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d @ 6" D.C. EDGE AND 6" D.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO UPPER TOP PLATE. NOTES:
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH, 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE U
STUCCO FINISH -MIN. 7&", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ 8d 0 6" D.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PLATE TO LIPPER TOP PLATE. L-------- L---------i L-----*--J CORNERS AND PLATE BREAKS AND KING STUDS. SUPPORT IS 6" D.C. MAX.--� ROOF
(LION) TRUSSES, OR <
MASObIRY 52ECIFICATIONS: 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITIt AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 2E DAY COMPRESSIVE STRENGTH OF SINGLE STQ�Y MULTY STORY FLOOR JOISTS.
8, 1 3. AS AN ALTERNATE TO THE YXS'XY4�' PLATE WASHER, A YX3"XI/8" W/ 11/2"0 ROUND Uj
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN ' TO 11' SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. I
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEEL WASHER MAY BE USED.
So ----\RO
CONCRETE M6SONRY UNITS (CMU): TYP. WALL SECTIONS r3 LE PLATE ANCHOR DETAIL Et SCHEDULE r4 OF AND FLOOR SHEATHING NAILING
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CE-LLS CONTAINING VERTICAL 1\1�-O \Z-01/ SCALE: 3/4" = 1'-0" \22,OJ SCALE: 3/4" 1'-0"
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". Uj
MASONRY SMMMALL�jL ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE U z
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 1/2
WITH - #4 0 4'-0" D.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR (3) ROW OF 10d
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" D.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON NAILS @ 8" D.C.
2 PLY STAGGERED
1/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". BEAM.
SIMPSON --'I- 2x4 BLOCKING 0 Z
CLAY MASQNRY (BRICK): SDWC1 5600-N, 3 PLY BEAM. cli @24" D.C. FASTEN
BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. SEE ROOF o
FRAMING -2x4 MEMBERS: EACH END w/3-10d-1 <
CONCRETE SPECIFICATION5: PLAN FOR EXTEND SHEATHING VERT. (1) ROW OF 10d TOENAILS
DETAILS TO TOP OF TRUSS AS SHOWN.
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF3000 PSI AT28 DAYS (4) ROWS 12d NAILS 0 4" D.C.
AT 12" D.C. V)
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 2x4 BLOCKING Uj
EA. SIDE. 2x6 MEMBERS:
AT HORIZONTAL JOINTS.
ROOF SHEATHING, SEE
CENERAL NOTESB (3) ROWS 12d (2) ROW OF 1 Od STUD BELOW
HEEL SPECIFICATIONS BELOW. AT 12" D.C. NAILS @ 4" O.C� LOWER TOP 4-10d
FOOTING AND FOUtIUATIONS: STAGGERED PLATE AT BREAK OVER LAP DOUBLE
PRE-ENGINEERED WOOD EA. SIDE. TOP PLATES
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE NTH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORTIS RECOMMENDED TO VERIFYSUITABLE 2x SPF BLOCKING ROOFTRUSSES.
SUBSURFACE CONDI[IONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY� SOILS. SOIL COMPACTION AND FILL RIPPED TO FIT- 2 & 3PLY BE61MS QRTHOGONAL VIEW WALL INTERSECTION
2z4 OR 2x6 POST 2x8 POST
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WITH GAP SHOWN CL i Q.F-.,CORNER CONDITIONS Uj
5
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS A14D LOCATION FROM THE (3)ROWS OF 5" (3)ROWS OF 041" 0 z
FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SDWC15600-�, TRUSSLOK TRUSSLOK
ENGINEERED WOOD ENGINEERED WOOD
SEEROOF FASTENERS @ 24"o.c FASTENERS @ 24"o.c
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 @48" D.C. OR ROD CHAIRS. FRAMING
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 PLAN FOR SIMPSON AS SHOWN AS SHOWN
BAR DIAMETERS CORNER
DETAILS SHEATHING MAY SDWC1 5600 KA-LL INTERSECTION
SIMPSON SEE ROOF CONDITIONS CONDITIONS
CONCRETE SLABS ON GRADE: SIMPSON_/ TERMINATE AT j 1,
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMEN VENTION OF SUBTERRANEAN SDWC1 5600 TOP �OF DBL. SDWC1 5600 FRAMING 3-PLY 4-PLY NOTES: 0
T FOR PRE SEE NOTE 1 - TOP PLATE. SEE NOTE 1 PLAN FOR 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
TERMITES. SAAQ]jL%-_FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUTSLAB CALL EOR FOR ALTERNATI'VE METHODS. 4- 1 DETAILS 14" LVIL AND GREAJER 2. DENOTES 3"xO.131" GUN NAILS 0 6" D.C. VERTICAL 0
TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD EBAMING SPECIFICATION& 5" < HEEL < V-Q". HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE NOTES: JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. 1. TOP PLATE TO STUD SIJWC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T MAY BE SUBSTITUTED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE- INEERED WOOD TRUSSES: AT TOP PLATE TO STU6 SPACE 0 48" O�C� IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS
r5 ROOF TRU�S CONNECTION
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND BUILT-UP MEMBER FASTENING r7 NTERSECTIONS STUDS CONFIGURATIONS
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91 " AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON \SO.O�
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. SO�O
KING STUD TO TOP PLATE: TRUSSTO PLATE: DESIGN
ROQE CQVERNG SPECIFICADQNSe SDWC15600 SCREW.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANILFACTURER'S REQUIREMENTS. CLAY NOT REQUIRED AT GABLE TOP PLATE TO HEADER FASTENING: SDWC SCREW
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL," AND THE VANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLYWITH ASTM E1514 AND BE INSTALLED ENDS OR OPENINGS LESS SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
FOR CABLE ENDS. SEE DETAIL AT RIGHT, NOT REQUIRED CRITERIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATE: THAN 4'-6" FOR GABLE ENDS.
SDWC15600 SCREW
WATERPROOFING:. NOT REQUIRED AT GABLE- TOP PLATE TO HEADER FASTENING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. SEE DETAIL AT RIGHT. NOT REQUIRED AND
ENDS OR OPENINGS LESS
THAN 4'-6" FOR GABLE ENDS.
D A
GENERAL
& JACK PLATE TO HEADER:
KING & JACK SDWC SCREW @
WOOD FASTENING SCHEDULE BRICK NOTES LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS KING I
CONNECTION i STUDS SEE PLAN STUDS SEE PLAN 24" O�C. NOTES
MEMBERS TYPE FASTENER LINTEL DIMENSION MK BRG. MAX. SPAN INTERIOR LOAD BEARING WALL F�71 BUILT-UP POST IN THE WALL -LL I
(2)12d TOE
AD HEAD OR SILL Do N SCALE
PLATES SEE DIMENSIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. L3V2 x,3'/;2 x V, 4" C-0- GABLE X-BRACE, SEE DETAIL 10/SO.1 -NAILS E.E. HEAD OR THESE DRAWINGS.IF A DIMENSION 15
�j - 11 1 (MIN) SCHEDULE - SILL
TOP PLATE, LAPS/INTERSECT10N FACE NAIL (2-16d) 3-GUN NAILS 81-01, PLATES SEE\ 2X6 WALL UNCLEAR REFER TO THE
6" H6-1/2 HEADER SIZE, JACK AND KING STUD ARCHITECTURAL DRAWINGS OR
DBL. TOP PLATE 'TO STUD FACE NAIL (2-16d) 3-GUN NAILS 101 DESIGNATES SHEARWALL. THE QUANTITY. HE ROUGH OPN'G, SEE ARCH SCHEDULE
6,2 -011 HIDDEN LINE DESIGNATES SIDE OF TRUSS CONTACT THE E.O.R.
L5x3'/2%1/1, 1 :AD OR SILL KING STUD TO FRAMING BELOW- TO PLATE:
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6-) GUN NAIL 0 6" - I SW WALL THE SHEARWALL SHEATHING PLATES SEE CS18 STRAP w/6-10dxl)�" ROUGH OPN'G, SEE ARCHI SDWC SCREW
L6x31/2%1/4- 6" 12'-0 NAILING: TO BE APPLIED. 8d 0 3/6 SCHEDULE NAILS EACH END, STRAP ?LAN NAME
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS 0 3" KING STUD TO BOTTOM PLATE
L7x31/2%1/4 6" 16'-0" 8dO3"L6* ATTACHMENT CAN BE INTERIOR OR
D.C. EDGE & 6" O.C. 'IN THE QONNECTON: IMPSON ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. CUMBERLAND-CARIBBEAN
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS 1. STEEL LINTELS TO BE MINIMAL 36': FIELD" SDWC15600 SCREW. OMIT IF STRAP NOT REQUIRED AT THE DESIGN/DRAWN/CHECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION CK SHEARWALL HOLD DOWN IS FOLLOWING: GABLE ENDS OR
RESISTANT COATING OF EPDXY BASED ADJ ADJACENT LG Long SPECIFIED. NOT REQUIRED AT PLATE TO HEADER:
VENEER JACK TRUSSES LESS
JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF Manufacture GABLE ENDS OR 2-STORY THAN 8' OR OPENING SDWC SCREW CS BTC/LAP
PAINT. S LESS
==�=� WEATHER BOT - BOTTOM Monolithic WALLS 24" O.C� DATE
TOE NAIL (3-8d) 3-GUN NAILS MONO
RAFTER TO PLATE THAN 3'-6 2X4 WALL
(3-10d) 4-GUN NAILS 2. LINTEL MORE THAN 8'-0". SHOULD BARRIER BRG - BEARING OC - On Center HEADER FASTENING SECTION 02.03.16
JACK RAFTER TO HIP TOE NAIL CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board
BE LATERALLY SUPPORTED NOT TO
DBL DOUBLE PERP Perpendicular SCALE
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS EXCEED 6 FT. D.C. w/ 2-1/,x3" WD. DIA DIAMETER PRE EN G - Pre Engineered I A T 0
CONT. HEADER, TWO PIECES FACE NAIL 16dC 16" O.C� 0 EDGE SCREWS INTO HEADER I I.,U,% KING STUD TO EEAMING BELOW AS NOTED
ATTACH�
EE EACH END PSI 3ounds per Square Inch
PROVIDE A 1/2" LINTEL AENT EA EACH PSF Pounds per Square Foot 4. CS18 STRAP W/6-10DX`I)�'
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS VERTICAL SLOTTED HOLE FOR SCREW. SEE NOTE 2 EOR - ENGINEER OF RECORD PT PRESSURE TREATED NAILS EACH END. STRAP ATTACH EPA No.
3. BRICK VENEER ATTACHMENT: ED - EQUAL STUD OR 2X1O INTERIOR OR EXTERIOR SIDE OF 1w1armo= COPY
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS QT Quick Tie SOLE PLATE CONNECTOR goll' PLATE ANCHOR STRAPPING NOT REQUIRED BLOCKING FASTEN "'�STRAP NOT REQUIRED AT THE FOLLOWING: TOLL-16-00033
HORIZONTAL TIES @ 24" D.C., 'VERT. EXT - EXTERIOR REINF -- Reinforce LOCATED WITHIN 6" OF PER SCHEDULE W/8-10d COMMONS GABLE ENDS OR CONTROL No.
FACE NAIL (16d @ 16") GUN NAIL @ 8" TIES 0 12" D.C.. (FOR 11Omph FLASHINC. FBC - FLORIDA BUILDING CODE SF - Square Foot AT LOWER LEVEL HEADERS JACK TRUSSES LESS N/A
SOLE PLATE TO JOIST/BLOCKING WIND-ZONE VERT. TIES @ 16" O.C.)� HEADER, FDN - FOUNDATION SPIT -Spruce Pine Fur STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTISTORY 4w--
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE PLAN BRICK LINTH, FT FOOT SYP - Southern Yellow Pine HOLD DOWN IS SPECIFII---D SINGLE STORY MULTI STORY THAN 8' OR OPENINGS LESS SHEET
S'4,131"o = GUN NAILS 2"xO.113"O = RINK SHANK 12" OF OPENINGS. PROVIDE3&"O WEEP SEE SCHEDIJI-E FTG FOOTING THRU -- Through (STACKED WINDOWS) ACKED WINDOWS) THAN 3'-REVIEWED FOR CODE COMPLIANCE
2*'xO.113"0 = 6d 2/2%0.131-0 8d HOLES 0 33" D.C. IMMEDIATELY ABOVE SECTION VIEW HDR HEADER TYP - Typical r8--� TYPICAL HEADER STRAPPING (LINST CITY OF ATLANTIC BEACH
HORIZ HORIZONTAL LION Unless Otherwise Noted
MCI
V6
2
FAR HEI
C S :DER
TRAN S
Z STUD OPTIO
LID w/ SEE R
OMS
4
FCL S
+7
YxO,148"O 10d 3V,"xO.162"0 16d FLASHING. OF BRICK LINTEL
LBS POUNDS VERT Vertical SEE PERIMI I ti 11"VII'l AUU1 I I SO.0
1V " .148"0 = 10dW/2" 11/2'xO.131'0 8&11/2" WWF Welded Wire Fabric vso...0) NAL
REQUIREMENTS AND CONDITIONS SHEET1 OF7 I/
BY.-
REVIEWED DATE.
4L
2x6 SYP#2 BLOCKING BETWEEN
24 SYP#2 NAILER -EA. TRUSS. FASTEN TO TOP
FASTENED TO TOP- PLATE W/ 10d 0 4" O,C.
PLATE w/ 10d @ 3" O.0 WALL SHEATHING
L
8d COMMON WIRE NAILS 2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING @ 3" O.C. ATTACH AT EACH WALL STUD w
/ 3-16
BLOCKING ONLY REQUIRED 6- 1 NAILS AT EA. FRAMING INTERSECTION.
AT SHEARWALLS AND (MIN. OF 6-16d BETWEEN EACH TRUSS)
DBL. TOP MAX�4 NOTCH HEADER
STUCCO FINISH
5-8d COM PLATE BELOW TOP PLATE
16d COMMONS OF SPLICE 16d COMMONS SEE SPECIFICATIONS HEADER Lou Pontigo and
0 8" O.C� 11 2x4 SYP#2 HORIZ. BRACING @ BELOW ENa PORCH Associates, I nc.
SHEATHING SPLICE @ 8" O�C. F -IF
EACH SIDE P !RCH SHEATHING,
24" O.C. BETWEEN OUTER WALL- 8-GLIN NAILS HEADER,
CONT. RIBBON & FIRST INTERIOR TRUSS. NAIL PORCH PARALLEL HEADER & SUPPORT SEE PLAN. PERPENDI�!_ULAR TRUSS 420 Osceola Avenue
BOARD (TYP) CONT. RIBBON 8d COM @ EACH END w/ 3-0.13lx3" NAILS TO WALL eORCH POST, PER PLAN. lk\,_(2)MSTA24 ANC FULL HEIGHT 2ETAIL B Jax. Beach, Florida 32250
TYP) 3" D.C. PERPEUDICULAR I STRAPS
C-4 BOARD ( HOR OR DTT2Z
\'T EACH SIDE (TYP) JO HOLD DOWN AT MIN. (2)2x4 WOOD Ph. 242-0908 Fax. 241-9557
FLOOR FLOOR OF SPLICE FLOOR WALL BASE OF POST BELOW. & (1) ADJ.
TRUSSES TRUSSES TRUSS WALL FL:CA# 8344 SC:CA#3579
OR 0 24" 16 GUAGE POST BASE: SHEATHING-\
SHEATHING SPLICE 2x4 SYP#2 STRAP w/11- BELOW GUAGE 4x4 POST-ABU44
FASTEN EA, STRAP W/11-- 64 P
10dx%" EA. END w/ 2x SOLID BLOCKING
OSB or PLYWOOD END LSTA12 FOLDED OVER TOP ATSHEATH
0'S DOUBLE TOP PLATE ING EDGE
N PLATE w/5-10d NAILS 8d COMMON WIRE NAILS
JOIST. R JOIST. DIAGONAL 10dxlY2" EA. END PID T 24- 16 OST:ABU66 STUD WALL F AMING
3-10d COMM S PORCH.
SHORTER THAN SLAB-\ INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C�
L
SEE PL NAILS INTO BEAM. SPACE
j HEADER
WALL FRAMING--/ WALL FRAMING-/ FLOOR SYSTEM. ALIGN CEILING TS16 I It a
RIM BOARD Y4" PORCH HEADER, CONTINUOUS OVER
AN P
TRAPS MAX @ 48" O.C. OMIT IF WALL
MSTA24 )D
VERTICAL JOINTS WITH LINE ING :0 lti�
WALL FRAM
5 e
SHEATHING SPLICE WALL SHEATHING Yo R(Im SHEATHING IS INSTALLED 14 %,0 7�
I STRAPS EPDXIED 6" MIN ON FACE OF BEAM ROOF TRUSS r-
L JOINTS INSTALL FLOOR T Q
0 j L1,L OR JOIST N
BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER I
AT SHEARWALLS AND PLA YIEW 011F PLAN VIEW OF ELEVATION VIEW OF FOR PLEPENDICUI AR
EACH SIDE OPTION 1 OR 2 PORCH HEADER PORCH HEADER 8-GUN
STUCCO FINISH OF SPLICE PORCH HEAIDE� /�,�TRUSS CONNECTION
AT CORNER- POST AT POST SEE DETAIL B ABOVE
OPTION 1 OPTION 2 AT ECIST FULL HEIGHT NAILS CONTINUOUS 24 SYP#2
OVE8 LAP SHEATHING APA RIM BOARD OPTION LEDGER FASTEN WTHj
FLOOR TRUSS PARALLEL PORCH SHEAfdjN_6 SPECIFIQATIIONS: Al
ANCHOR OR DTT2Z
.0
E HOLD DOWN AT MIN. (2)2x4 WOOD 5-0.131xY EA. STUD. ..........
NOTE 1: 1/2" GYPSUM (WAT R PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD BASE OF POST 410 1
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. OR I OPTION B BELOW. & (1) ADJ. PARALLEL TRUSS
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT THREADED RODS ARE INSTALLED (OR GREATER) OSB OR PLYWOOD, wl 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD TO PORCH HEADER.
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS DETAIL A Christopher I Sabourin PE
ksm J I/�2 TYPICAL PORCH FRAMING DETAILS r3-\TYPICAL PORCH BEAM CONNECTION WALL ADJ. TO ROOF CONNECTION F L P E#71 4 61
WHEN 4
AND WALL SHEATHING AND STUD FRAMING.
so.1,/ SO.1 �SLL CONSTRUCTION SPECIFICATIONS FOR ROOF
RT71SIONS DATE
SEE DETAIL 5/S0.1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE
-_7
ROOF TRUSS. IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS
ROOF SYP#2 2x4 NAILER FA TENED TO TRUSS F-1 El DIRECTLY BENEATH TRUSS
2x4 SYP#2 CATS AT 12" FLOOR OR TRUSS.�\-4 BOT. CHORD w/ 0.131x3" 0 3" O.C. -4 A 2-SIMPSON H2.5T -4
FASTENED TO SHEATHING w/ 8d @ 3" O.C. ROOF ll I V_1�1 &N I _,N�
D.C. FASTENED TO TOP ,--ROOF TRUSS. TRU SS_ --------t ---------- B FIELD ALTERATION
PLATE w/ 4-0.13lx3' SDWC 15600
COMMON. MAX. SHEATHING FASTENED TO 32" O.C. -------- ----------- (D CONTRACTOR SHALL CONTACT LOU
/TOP PLATE w/ 10d @ 3" D.C. D E PONTIGO Ek ASSOCIATES PRIOR TO
SCREWS MAKING ANY STRUCTURAL FIELD
=4
U U MODIFICATIONS WHICH MAY VARY
16" MAT R SHEARWALL FROM THE INTENT OF THE ORIGINAL
FASTEN CATS EACH EN _1�jx SYP#2 CONT. ATTACH OSE3 WALL
TC
ji CONSTRUCTION DOCUMENTS,ANY
3-0,131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS B FIELD ALTERNATIONS MADE PRIOR TO
w/ 0.131xY @ 3" O.C. EDGE OF
L BEING APPROVED BY LOU PONTIGO a
2x MAY OVERHANG TOP PLATE. SHEARW SHEATHING
SHEARWALL OR_/! ALL-/ / -�D (D-\ ASSOCIATES MAY RESULT IN
EXTERIOR WALL -ULI-il- SH EARWALL-/+- C ADDITIONAL ENGINEERING OR
ALTERNATE A ALTERNATE 8 S W1 8d@.3"/6" SW 8d@3"zc ju
ALTERNATE C AL-ERNATE PERFORATED SHEARWALL SEGMENTED SHEARWALL STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE +_LL
POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE
Oaa DIAPHR6GM FASTEN ROOF FLOOR DECK 10d 04"O.C. q)- UPPE 10 LOWER STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS16
TO NAILER w/ (1) ROW 8d TRUSS.N' FLOOR SW 8(103�6, (2) CS18 STRAPS SW Sd@3/6: (2) CS18 STRAPS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
@ 3" O.C, FASTEN TO TOP TRUSS.
0- END STUDS TO FOUNDATION z
LEDGER FASTENED n8 - END STUDS TO FOUNDATION
TRUSS WEBS WITFITq 8(103/6: HTT5 OR HDU5 _,'W 8d@3/6: HTT5 OR HDU5 HEADER DOWN CONNECTION
HEADER UP CONNECTION
P OF 8d @ 3" O.C� w/3-0.131x3" SOLE PLATE ANCHORS SOLE PLATE ANCHORS CONNECTION L9
LATE w/ (2) ROWS
59 . 5±EARWALL NOTES: E UPLIFT CONNECTOR CONNECTION
2x4 SPF_,,/' FLOOR COMMON. 1. AT ROOF TRUSS, E SCHEDULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT UPLIFT CONNECTOR
SYP#2 2x4 NAILER FASTENED i ALL AROUND FRAMING T T CALL OUT
P CONTRACTOR MAY SHEARWALL NOT U
To TRUSS BOT. CHORD w/ II FASTEN CATS EACH END CHOOSE A,B,C,D, OR G. 1. PROVIDE 3�16" is- A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32" D.C.
(2) ROWS 0.1310" 0 3" O.C. 2x4 SYP#2 CATS AT 12" OSB SHI_A�HING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. SEE PLAN
PROVIDE 2x BLOCKING AT ALL PANEL EDGES. SEE PLAN Uj
INTERIOR 3-0.131x3" NAILS 0 6" D.C. D.C. FASTENED TO TOP 2. USE ALTERNATE A.
_// ! C (1)MSTA24 STRAPS __ 16 STRAPS
SW-2 SHEARWALL,__ PLATE w/ 4-0.131xY AT EXTERIOR WALLS 2. PROVIDE A MINIMUM OF �2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS C (2)CS
SHEARWALL OR- COMMON. ENDING BETWEEN ROOF END POSTS FOR SW. D FULL HGT THREADED ROD SEE PLAN D FULL HOT THREADED ROD SEE PLAN LU
,,__5-16d NAILS EXTERIOR WALL Li-L TRUSSES. OR HTT4 HOLD DOWN AT BASE (U.O.N)
(TYPICAL) OR HTT4 HOLD DOWN AT BASE (U.O.N)
ALTERNATE Q ALTERNATE E 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1 n/
ALTERNATE F 3. USE ALTERNATE
9c F FOR LOOR CO
LIRJSS ATTACHMENT 1 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S1.O
I Uj
t--_5� SHEARWALL ATTACHMENT AT ROOF Et FLOOR
TYPICAL SH ALL ELEVATION
Vaij t-6 EARW HEADER TIE DOWN U z
�1�1 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. 6jEEN�� THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
�S_a 1
0 Z
8d COMMON NAILS
AT 3" O.C.(TYP) L 4-12d TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. < Uj
ROOF NAILS (Typ.) L 2x4 SYP#2 OU TLOOKERS SINGLE BRAUNG NQMS AND pw"%
2x4 BLOCKING. FASTEN TRUSS @ 24" O.C. TRUSS BRACING SEME&UONS
WALL STUDS WALL STUDS EACH END w/3-10d 1.)ALL BRACING LUMBER SHOWN, EXEPT Uj
AT 16" O.C. AT 16" O.C. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TOENAILS H3 OR H2.5T HURRICANE CLIP 0 EA. FOR T-BRACE SHALL BE 1x4 SYP#3 J
FASTEN TO ROOF FRAMING BELOW OUTLOOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER.
LION
6-10d
w/ 4-12d NAILS AT EACH RAFTER,
ROOF SHEATHING
(1)DIAGONAL BRACE PER to
COMMONS j
OVERFRAME RAFTERS, SEE PLAN. (4) TRUSSES APPLIED
TO BACKSIDE OF WEB. 2.)BRACING LUMBER SHALL INTERSECT 0
THE WEB OF THE BRACED TRUSS, PER
ROOF TRUSS ROO 2X6 DELEGATED TRUSS ENGINEER. Uj
SYP#2 LEDGER ATTACH I-V--L- DBL. SYP#2 LEDGER Ll SIMPSON H3 w/ 10-8d COMMON ANGLE BRACING APPLIED TO 3.)PERMANENT PERMANENT BRACING 0 tS14, Z
TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER THESE STRAPS BRACE FRONT SIDE OF WEBS.-\ WHERE NOTED ON TRUSS MFR. SHOP
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 AND LEDGER TO ROOF MEMBER. 2X4 T-BRACE. ONLY DRAWINGS. THE CONTRACTOR SHALL
BLOCKING MAY BE OMITTED REQUIRED FOR BRACE WALL SHEATHING UP 7 : T-BRACE FAST PROVIDE 1x4 SYP#3 OR BETTER
A-SINGLE LEDGER B-DOUBLE LEDGER - WHEN OVERFRAME CABLE END TRUSS. ENED TOJ BOTTOM CHORD BRACING Uj
ALT, TO BOTH H3 ABOVE RAFTER LENGTH LENGTHS > 8'-0". WEB w/ 12d @ 6"O.C. PERPENDICULAR TO TRUSS BOTTOM
VERTICAL VERTICAL PRODIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" FASTEN w/10d COMMONS T-BRACE TO BE THE CHORDS AND ATTACHED TO EACH
REACTIQN LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING ROOF MEMBER. BETWEEN OVERFRAMING RAFTER @ 6" ON-CENTER 2X4 #2 SYP BLOCK 0 EACH SAME SIZE, SPECIES, TRUS WITH 2-8d COMMON NAILS. AT
0-775 2x6 w/ 5-0,131xY 1850-2345 2x8 w/ 6-V4"0x6" SIDS SCREWS AND ROOF MEMBER. /-CABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS
776-1250 2xB w/ 8-0.131xY 2346-3125 2x12 w/ 8-1/,"Ox6" SIDS SCREWS END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND BE BRACED. AT END WALLS PROVIDE DIAGONALS 0
1251-1540 2xiG w/ 10-0.131xY LOCATION. IF MORE THAN (1) LATERAL) (APPROXIMATELY 457.) TO THE 0
1540-1850 2x12 w/ 12-0.13NY BLOCK TO DBL TOP BRACE 1§-NEEDED, OVERLAP BRACE JACENT EXTERIOR PERPENDICULAR j
FPLT W/ 2-H2.5T AS SHOWN. WALL BETWEEN EACH LINE OF BRACING
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO FORM A ZIGZAG PATTERN ALL U
TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FIR CONSTRUCTED OF THE SAME BRACING
LEDGER A NOTES: WHERE A LEDGER IS INDICATED AMING. I MATERIAL. THIS REQUIRMENT IS NOT
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 0.1310" TOE NAILS 0 8"O.C.
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT I NECESSARY AT HIP ROOFS. ALSO
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE FROM eOT. CHORD OF TRUSS F_ ALONG EXTERIOR WALLS PARALLEL TO
CTO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 2x4x6' SYP#2 LATERAL BRACE EA. j I DIAGONALS IN THE END SPACE
X-BRACE w/ 2-16d INTO BOTTOM 8-10d j ��LSTA12 @ 48' O.C, OR DBL TOP PLT BETWEEN THE WALL AND THE FIRST
CHORD OF EA. TRUSS. CON 10 GABLE TRUSS BOTTOM CHORD W/ LINE OF BOTTOM CHORD BRACING AT A
WHEN 8 LEDGER CONNECTION WHEN 9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SDWC15600 0 36" O.C. OMIT IF MAXIMUM SPACING OF 20 FEET IT VIPICAL
0 SOj TRUSS TO LEDGER CONNECTION BY TRUSS OTED SO.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. ri SHEATHING OVERLAPS GABLE 12" MIN -1-'\ PERMANENT TRUSS BRACING
ENGINEER. NOT SHOWN FOR CLARITY NO1ES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 11 A
D 2. ALL MATERIAL TO BE SYP#2 \.�i SCALE: 3/4" l'-O" MIN 2 PLY STUD MIN 2 PLY STUD Fll%/-\MING
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
ITS ACCEPTABLE ITS ACCEPTABLE
WASHER FULL HEIGHT DET,&I LS
PLAN X! GIRDER TRUSS
1�1 TO SISTER A TO SISTER A OR BEAM GIRDER TRUSS
@ ANCHORING SPECIFICATIONS MIN 2 PLY /-36" LONG STUD
0 �(1)MSTA24 STRAPS 36" LONG STUD
--f I , OR BEAM
DOUBLE ANCHORING SYSTEM:-THE THREADED ROD ANCHORING FOLD OVER TOP PLATE (2)MSTA24 STRAPS STUD FASTEN w112- fFASTEN w/12-
SOLE FULL H1. SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d FOLD OVER TOP PLATE SIMPSON HTT5 OR 0.131x3" GUN 0.131x3" GUN NAILS
FULL HIT. ANCHOR
UPLIFT PLATE ANCHOR TOP PLATE. RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FASTEN w/18-10d HDU5. FASTEN-\ NAILS (2)MTS12
(2)MTS12
DOUBLE TOP CONNECTOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE 26-10d COMONS 0.
PLATE SEE PLAN LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE �j .L -1 1
TOP PLATE, PROVIDE A 2"X 2"X )j" STEEL WASHER. -_1�11 SIMPSON DTT2Z
WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 f f if W/8- Y4"X%" DO NOT SCALE DIMENSIONS FROM
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) " *.*. THESE DRAWINGS.IF A DIMENSION IS
SIDS SCREWS
1 . \_SIMPSON FULL HEIGHT UNCLEAR REFER TO THE
ROD INSTALLATION: AT ALL PLATE PENETRATIONS, ROD LY I .... ARCHITECTURAL DRAWINGS OR.
FULL HEIGHT 1" %" FUL HEIGHT MINIMUM 2 P I .LTT20B THREADED ROD T
THREADED ROD PROVIDE A HOLE IN THE PLATE 1/4- LARGER THAN THE MINIMUM STUD� (2)112�5T CONTACT THE E.O.R.
WITHIN
ELEVATIO DIAMETER OF THE THREADED ROD USED. WHILE 2 PLY--� 1.
SEE PL I AN LL TURN TITEN HID Y2" THREADED ROD 1 6" OF MINIMUM
SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS STUD AT2ND STORY THREADED I EPDXIED 4" MIN OR GIRDER (SEE PLAN)
STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES COUPLER TIGHT STUDS PROVIDE I' o Y24" TITEN HD 2 PLY-\ AT 2ND STORY PLAN NAME
AGAINST PLATE -ROD EPDXIED I STUD STUDS PROVIDE
(OPTIONAL, LOCATE FULL HT. WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE 1 CS18 STRAPS 7.5" MIN Y2" THREADED ROD CUMBERLAND-CARIBIBEAN)
ROD SHALL BE INSTALLED APPROXIMATELY CENTERED _L�_ -"- 2 CS18 STRAPS
AS NEEDED) ANCHOR AT BASE OF STUDS D 4" MIN OR DESIGN/DRAWN/CHECKED
IN HOLE. RODS MAY BE SLANTED FROM TRUE SIMPSON TITEN HD ROD COUPLER /-EPDXIE AT BASE OF STUDS
3 " (FLOOR TO FLOOR) 11 Y2x6" TITEN HD (FLOOR TO FLOOR)
AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO Y8 RODS THD37634RC (%"x(5�Y4") I I
AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. MINIMUM CS / BTC/LAP
Nd THE NUT ASM THE UIRMMOST PLATE SMALL BE �-2 PLY
FULL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TIGHT SIMPSON DTT2Z HOLD DOWN SEE PLAI\ DATE
FLOOR CONDITION PLUS ONE-HALF TURN OF A STANDARD STUD
FRAMING WIIIENCH (APPROMMATELY 30 FT.-LBI OF TORQUE). //-W/8- Y4"Xl)'2 HTT5 ROD = DTT2Z 02.0316
-1 THREADED 0 @ 9 (E-) I (D SIDS SCREWS ROD = HTT5
FULL HEIGHT - DUE TO SHRINKAGE AND COMPRESSION OF 13L4LONG BUILT-UP POST,- BUILT-UP POST,- SCALE
ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE-11GHTEN NUT M 30
THREADED ROD - FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE Fr.-LBS. OF TORQUE AFTER ALL TRADES ARE A SEE PLAN. SEEPLAN. AS NOTED
SEE PLAN PER PLAN. 3/8 1� 0 1/2"0 2x2x1/s'1 4" 14" 2� j 3 COWLETE AM PRIIOR M INSULATION. 0
31,110 LPA No�
EMBEDMENT 5/8 �/4"O 3X3X11,," 7.5" 112" 2)�" 1 3- EPDXY ANCHORING: ALL THREADED RODS SHALL BE
DEPTH DRILLED & EPDXY ANCHORED. SEE INSTALLATION TOLL-16-00033
MONO I STEM MONO STEM CHART FOR EMBEDMENT AND EDGE DISTANCE ALTERNATE FOR ALTERNATE FOR HTT5 or HDU5 QTT2Z LTT20B CONTROL No,
FULL HEIGHT ANCHOR I REQUIREMENTS FULL HEIGHT ROD 5/8" FULL HEIGHT ROD OPTION 1 OPTION 2- 0
WALL SECTION THREADED ROD INSTALLATION CHART FU E-ULLHELGHT TR CONVENTIONAL m N/A
FULL ' EIGHT WOOD FRAME WALL ANCHORING SYSTEM LL HEIGHT ROD ALTERNATE ! SHEET
ri-2 - H _`\ F U L 0
A171ACHMENT ri 4 L HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL 0
BELOW
I TIF 77p,
'4KEP RCI
S E S
LOV
-LIN NVAILS
'HT
'!A IN�
H
SHEA-
L
N
STIR
EE
9&�ASND WALL 5
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
kso,ij r15
�SO.1,/ JIVM�EENN16 GIRDER / BEAM STRAPPING so.]
ALTERNATE �T��71S DETAIL ONLY APPLIES WHEN NOTED ON PLAK
r77F-i
OVERLAP SIDEWALL
OVERLAP SIDEWALL TOP PLATE
TOP PLATE
ALWAYS PLACE
OVERLAP SIDEWALL ALWAYS PLACE HEADER AT
TOP PLATE - TOP OF ROUGH
4 6 HEADER AT
TOP OF ROUGH OPENING
OPENING
5/,"0 THREADED ROD
. . .. . . . . . . . . . . . . . .
GARAGE . . . . . . .
w/30x/4" PLATE
HEADER FULL HEIGHT
T.R. THREADED ROD--,,,
ALWAYS PLACE GOAL POST, FASTEN TO STUD (ONE IN SIDE 11/11 Lou Pontigo and
HEADER AT PACK WITH 2-ROWS OF 16d 2 Associates, Inc.
. . . . . . . . . . . WALL) MAX
TOP OF ROUGH RING SHANK NAILS 0 12" O.C. I/
OPENING -0
2)20go STRAPS EXTEND HEADER TO
420 Osceola Avenue
ATTACH GARAGE DOOR THRU EXTEND HEADER TO FAR SIDE OF WALL
Jax. Beach, Florida 32250
HtADER TO JACK
UPRIGHT BUCK DIRECTLY INTO FAR SIDE OF WALL r--6x6 POST AS SHOWN.
(2)2x6 KING STUDS HTT5 W/ STUD PACK, PER GARAGE DOOR (2)2x6 7- PF#21 AS SHOWN. �6�6 Ph.242-0908 Fax. 241-9557
(2)2x6 JACK STUDS THREADED ROD SUPPLIER JACKS\ (2)2x6 S 6 4'-O"x4'-O" PIECE OF 'WALL F L:CA# 8344 SC:CA#3579
EPDXIED 12" AND (1) 4'-O"x4'-O" PIECE OF WALL SHEATING INSTALL ATUPPER
KING. SHEATING INSTALL AT UPPER (2)2x6 CORNER 1" BELOW GARAGE HEADER
HTT5 w
HTT5 w/ CORNER 1" BELOW GARAGE HEADER JACKS ON EXTERIOR STUD (TRIMED AS DETAIL A
M2 DETAIL A �5/," THREADED ROD SHOWN)
11 AND (1)
(2)2x STUD CORNER THREADED ROD ON EXTERIOR STUD (TRIMED AS
KING.
VEPDXIED 12" SHOWN)
P.T. SOLE PLATE-,,
JL R
GARAGE pLATjE HTT5 w/ I N 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
FASTEN SHEATING TO HEADER w/ 8d COMMON QR GALV, BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
FASTEN SHEATING TO HEADER wl 8d COMMON Qff GALV. BOX NAILS
SOLE HTT5 w/ (STUDS, BLOCKING & SILLS) TYP.
0C
FLOOR ANCHOR THREADED ROD THREADED ROD (STUDS, BLOCKING & SILLS) TYP.
EPDXIED 12" EPDXIED 12" %
SOLE PLATE_/ DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS
ANCHOR A GARAGE WING WALL SECTION A DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS .. . S
.7 No. 71
THICKENED SLAB EDGE
Or
AT GARAGE OPENING. 6X6 POST WITH ABU66
5/,"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN wl 5/," THREADED ROD
S
3x'/," WASHER. S -10 F
STUDS) DRI-LED AND EPDXIED w/ 12' EMBEDMENT & 3x EPDXIED 12" MIN.
NOTES:
ING
ATTA W2
U PR 1,
/STUC X
SU pl�
FHIT
71 1. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING.
GARAGE WING WALL ELEVATION C h r i s t 0 u r i n P E
FL PE#71461
�2 �GA�RAGEPORTAL WI1',4G WALL A GE ING ALL FnnI N G LESS THAN .12" FTE ISIONS DATE
GARAGE HEADER FRAMING rVWMH E N —L is IL :Y Ppn W P
�NOTM 0�-2 THIS DETAIL ONLY APPLIES WHE-N NOTED ON PLAN TH ��A A HEN N LAN
Ile�FIELD�ALTE�RATION�
CONTRACTOR SHALL CONTACT LOU
PONTIGO Ft ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTER NATIONS MADE PRIOR TO
A BEING APPROVED BY LOU PONTIGO Ek
V ROOF SHEATHING PER ASSOCIATES MAY RESULT IN
-1-MTS12 STRAP CONSTRUCTION SPEC's ADDITIONAL ENGINEERING OR
@ EACH RAFTER INSPECTION FEES.
10d COMMONS 1/2"x`10" S.S LAG BOLT
2x6 SYP#2 LEDGER ROOF SHEATHING PER @ 6"o.c SID
VY
SCREWS 0 16VC 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
,/3--#8x3)12" WOOD CONSTRUCTION SPEC's LICE 2x6 x 4'-6" P.T. SYP NO.2
2x6 SPF#2 RAFTERS @ 24*o.c TRUSS 9 24" O.C�
ALIGNED w/ STUDS 'ER
2x6 SYP#2 LEDG H2.5T z
w/2-1/4%6" ,SDS
SCREWS 0 16 o.c�� L9
2x4 SYP#2 LEDGER PRE-ENGINEERED
i I 2x SPF BLOCKING
W/2-0x3)�" WOOD 5-10d NAILS WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 12d COMMON RIPPED TO FIT
SCREWS @ 16"O�C 6x6 POST SEE PLAN-,--,' WC WIRE NAILS WITH GAP SHOWN
Z (2)H2.5T a-
2x4 SPF#2 JOISTS
1-H2.5T 0 4x4 HORIZONTAL LEG STAGGERED 0 SOFFIT, SEE Uj
- ARCH.
EACH JOIST ALIGNED wl RAFTERS S--/
Nft 3-10d TOENAILS V'x8" LAG SCREW
EACH SIDE RECESSED LU
V/ ARCHITECTURAL 4x4 DIAGONAL DOUBLE Uj
-4111dpp� 1x4 P.T. SYP Uj
BRACKET TOP PLATE V-4" FASCIA
WxB" LAG SCREW
WALL FRAMING RECESSED T U z
SEE PLAN SHEATHING MAY
4x4 VERTICAL �-TERMINATE AT
TOP OF DBL.
TOP PLATE.
ALL EXPOSED METAL —A ALL EXPOSED METAL 0 Z
CONNECTORS AND V- CONNECTORS AND
FASTENERS SHALL FASTENERS SHALL < Uj
BE STAINLESS STEEL BE STAINLESS STEEL RAFTER TAIL �,DETAIL
/,-� SHED ROOF - BRACKET DETAIL rym%
4 SHED ROOF BRACKET DETAIL '\�2 SCALE: 3/4" V-0" J
\��2 SCALE: 3/4" V-0-
\,SO.2,1
LIJ
CONVENTIONAL FRAMING MAY BE REPLACED
WTH PRE-ENGINEERED TRUSSES
KING STUD TO TOP PLATE: 10 0 10 1 2x8 SYP#2 0
SDWC15600 SCREW. RIDGE BEAM 3-12d TOENAILS .J 0
U
0 0 1 1 /Z 2x6 SYP#2 AT 24" O.C.
0 STUD TO TOP PLATE*
SDWC1 56001 SCREW.—'
0 52" D.C. (6)12d COMMON AT EA.
(4)16d TOE NAILS
SJUD TO TOP .2 EACH RAFTER TO END OF CEILING JOIST
SDWC15600 SCREW.—O LLL TOP PLATE
TO ROOF RAFTER (TYP)
SJUD IQ TOP PL
SDWC15600 SCREW.—' 0 32" O.C. STUDS TO TOP PLATE STUD TO EOL PLATE:
0 32" O.C. SDWC15600 SCREW.
BOT PLATE TO TRUSS 0 32" O.C. misc
Y4"x4X" LAG SCREW- 2x6 SYP#2 CEILING JOIST w/
HEADER TO J. STUD NTH ROUND' WASHER (8)12d NAILS EACH END, rl A
AT EACH FLOOR TRUSS FIXMMING
1-MSTA24 SDWC15600 SDWC15600
DETAILS
2X4 BRACE 0 SDWC1 5600
SDWC1560O i \\-6,-O* O.C.
FASTEN w/4-10d
BOT PLATE TO FRAMING_ EACH SIDE
ROT PLATE IQ FRAMING— BELOW CS180 32" O.C.
BELOW CS180 32" O.C. STUD TO BQT PLATEP
ROT PLA TRUSSES PERPENDICULAR TO WALL ABOVE SDWCI 5600 SCREW.
0 32" O.C. Do NOT SCALE DIMENSIONS FROM
Y4%4V LA SCREW THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
NTH ROUND WASHER
AT EACH FLO 'R TRUSS ARCHITECTURAL DRAWINGS OR
ANCHOR WALLS TO BLOCKING w/ SDWC15600
PLAN NAME
AT 24 O.C. WHEN OVERFRAMIN
BETWEEN ROOF TRUSSES PROVIDE 2x4 BLOCKING (110CUMBERLAND-CARIBBEAN
BETWEEN TRUSSES @ 24" O.C. FASTEN BLOCKING-j
DESIGN/DRAWN/CHECKED
EACH END w/ 5-10d TOENAILS, ROOF SHEATHING
SHALL EXTEND CONTINUOUS & DORMER SHALL BE CS / BTC Z LAP
BUILT ON TOP OF ROOF STRUCTURE. .'DATE
iv TRUSS OR BEAM PARALLEL TO WALL ABOVE 02�0316
SCALE
VIIHEN 8 WALL STRAPPING DETAIL WALL STRAPPING DETAIL DORMER DETAIL AS NOTED
VMEN 7 WALL STRAPPING DETAIL OIED so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN LPA No�
OTEMD THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN TOLL-116-00033
so.
01 CONTROL No.
N/A
SHEET
S02
k..,.SHEE�T3 O�F7
("--SYMBOLS LEGEND
DESIGNATES FOOTING LINE
POST SEE PLAN DESIGNATES SAWCUT LINE F I
INTERIOR LOAD BEARING WALL
DECKING PER DESIGNATES SLAP RECESS
ARCH. Lou Pontigo and
2X8 P.T. SOLE PLATE BEAM OR TRUSS, SEE PLAN Associates, Inc.
w/ SOLE PLATE ANCHORS
@ 4
jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
F L:CA# 8344 SC:CA#3579
STEMWALL &
FOOTING SEE
DETAIL 1/S1.01.
-----------
S,
FLOOR
SEE PLAN RIM BOARD
2x8 P.T. LEDGER. OPEN LINTEL BOND _E
FASTEN TO STEMWALL BEAM w/ 1—#5 CONT. r-
�7
4
5/8" THREADED ROD N 4
W
EPDXIED 4" MIN. @ 16" 0.C. d
4 S OF
FRONT PORCH 2 #5 A,
16" CONT.
...............
Christopher J Sabourin PE
SECTION FL PE#71461
RE�71SIONS DATE
CONCRETE STAND
OFF PAD, SEE 9 S1.01
DETAIL 11/S1,01 S1.01 (@-
-----------
2
<I
CONTRACTOR SHALL CONTACT LOU
FIELD ALLTERATION
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WH CH MAY VARY
C
FROM THE INTENT OF THE ORIGINAL
\�Si.01)/ Iz
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
PAVERS
BY OTHERS 4" CDNCRETE SLAB w/ L 1 1
FIBERIVIESH @ 1.5 LBS/CU.YD. L �Si.0)
L
OF CONCRETE OR 6x6 W1.4xW1.4
PROVIDE 2—#4x4'—O"
WWF ON 61VIIL VAPOR BARRIER CORNER CRACK BARS
AT SLAB MID—DEPTH.
IN PREPARED GRADE.—\\
9
...........
_4f
�Si.01) S1.01
SI m.
PROVIDE SAW CUTS PER
L — — — — — — -
5/S1 .01, BUILDER TO SIK
4<
COORDINATE WITH FINISH
FLOOR MATERIAL. S1.011
>
F
171
V
........... L
2x8 FLOOR FRAMING
'41
X
X @ 16" O.C.
X 7
F
X
X IF
X —————---————-
X L
X Y 0 CL
X _\\�STAIRS B
B
X
�Kx
0 < LLJ
rl OB
CC
1", ^5 1 \�Si.oi)/ Lf)
"X LU
�-�0_1 X
\�L_
X
X
X
X
KX
3
X SAWCUT
X
S1.01 IJj
Sim.
X
X :D
X
\�Si.01)/ 7X
<
t (1 0�8
14'
4' 50-7)
X
X
713
X
-�01 X
<
X
3�<
0
_j
ST i
2 3
S1.01 S1.01 S1.01
FOUNDATION
PLAN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
PLAN NAME
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCHD rCUMBERLAND—CARIBBEAN
FOU DATION PLAN DESIGN/DRAWN/CHECKED
BOTTOM BARS DEPTH WIDTH LENGTH TYPE ALL EXTERIOR WALL 48" O.C. SCALE: 1/4" 1'-0" CS / BTC/LAP
UNLESS OTHER NOTED DATE
3—#5 EA, WAY BOT, 1'-0 2'-0" 2'-0' F2.0 02.03.16
3—#5 EA. WAY BOT. 11-011 2'-6" 2'-6- F2.5 SHEARWALLS 24" O.C.
3—#5 EA. WAY BOT, 11-011 3'-0" 3'-0" F3.0 (SW 8d@3"/6") SCALE
AS NOTED
4—#5 EA, WAY BOT, V-011 3'-6" 3'-6- F3.5 SOLE PLT @ L4 WHEN NOTED ON PLAN LPA No.
4—#5 EA. WAY BOT, V-0 1. 4'-0" 4'-0' F4.0 SEE NOTE 2 TOLL-16-00033
4—#5 EA. WAY 8CT,, 1'-0 4'-6" 4'-6" F4.5 INSTALL SOLE PLATE ANCHORS PER DETAIL CONTROL No.
1� THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 31SQ.0 N/A
FOUNDATION. FOR GENERA�- FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHAI-L BE AS NOTED. FOR SHEET
REFERENCE ONLY. EXAMPLE — SOLE PLT 0 36" = 36"
ON—CENTER SPACING OFF-FF C E C 0 P
2. FTGS. & FNI'_�- SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
S 1 .0
3 SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
5
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE
TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS.
AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS.
/— CORNER BARS (TYPICAL)
AT WALLS GREATER THEN _ 112" HOOK INTO SLAB. 1 —#5 CONT., PROVIDE SOLE PLATE ANCHOR,
4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1 .01 8" CMU OPEN BOTTOM LINTEL
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1—#5 CONTINUOUS SEE 3/SO.O Lou Pontigo and
WHEN SPECIFIED ON PLAN. ------- Associates, Inc.
LAYOUT PLAN AND SEEARCH PLAN
PERMANENT LATERAL L SLAB ON GRADE, 420 Osceola Avenue
SUPPORT DETAIL. 777�==� 51" -- SLAB ON
SEE PLAN. 2 A, jax. Beach, Florida 32250
A GRA E, Ph. 242-0908 Fax. 241-9557
-4 PLAN.
'A F L:CA#8344 SC:CA#3579
GRADE OR CONIC.
SLAB, SEE PLAN. X
8" CMU STEM WALL W/
#4 DOWEL TO MATCH VERT.
SHOWER PAN SLOPES TO DRAIN, SEE ARCH SLAB ON1+. ' \jr,I J
rill,
111' 4 VERTICAL DOWELS @ 24" O.C.
STEMWALL SCHEDULE STEMWALL REINFORCING (SEE �D #
SCHEDULE) wl 6" HOOK INTO PLAN. MAINTAIN 4 MIN. SLAB THICKNESS. GRA E— 4
CMU e 90' BEND INTO FTG. %
Uj
REINFORCING 00 SEE PLAN i I
COURSES FOOTING. LAP VERT REINFORCING
4o, L I-- Q
25" IF STEMWALL IS GREATER f N 6
1 TO 6 #4 VERT. @ 48"O.C. < 4
THAN (3) COURSES. 4/1 0 LU
7 TO 101 #4 VERT. @ 24"O.C. 4 S 0
STEMWALL SEE 1 S1 .01
4 55
11 TO 121 #4 VERT. @ 8"O.C. CONT. CONCRETE FOOTING CONTINUOUS CONCRETE
FOOTING
1—STORY, w/(2)#5 CONT. FY CLEAR
STEMWALLS OVER 6 COURSES TO 01 8"d x 16"w
HAVE TRUSS TYPE HORIZ. JOINT 2—STORY w/(3)#4 OR (2)#5 CONT. TYP
REINF. BETWEEN EVERY OTHER 10"d x 20"w
COURSE. FILL CELLS SOLID. 1 0"x20" Christopher I Sabourin PE
FL PE#71461
w/ 2—#5 CONT.
RE�ISIONS DATE
STEMWALL FOOTING FOOTING W/ SHOWER RESESS GARAGE STEM WALL
SCALE: 3/4" 1'-0" ��-O 1 (IF REQUIRED) ��O 1 (IF REQUIRED)
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
TYPICAL WALL FRAMING STEP, SEE FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS,ANY
FIELD ALTERNATIONS MADE PRIOR TO
AND ANCHORAGE PER
ARCH. BEING APPROVED BY LOU PONTIGO a
ASSOCIATES MAY RESULT IN
CONSTRUCTION SPECS. (4" MAX.) EQUAL TO SLAB ADDITIONAL ENGINEERING OR
THICKNESS.
78 @ SLAB RECESS
SLAB ON
GRA VENEER IS
ACCEPTABLE WITHOUT
S E E P L A N. L9
z
DE,
WALL FRAMING INCREASE OF FOOTING
1" DEEP SAWCUT w/ WALL FRAMING—\ SIZE.
< _00 SLAB ON GRADE, U
:2 < ELASTOMERIC SEALANT_� /SEE PLAN 2—#5 CONT.
STEP, SEE ARCH. PL 4< Uj
0 0 z V AN. SLAB ON
C'-J "4- 44�
4 A __�7SLAB ON 4 GRADE, LLJ
ALT. FOOTING AT 0
jL—————- -
CN -SEE PLAN.
j GRADE, 00
__rSE
BUILDERS DISCRETION. 4
NOTES: PLAN. lk", V_\
E
1) PRDVIDE SAWCUTS TO CREATE 04
#3 @ 48" O.C. OR 00 Uj
APPROXIMATE 12' X 12' MAX. SQ. V LIJ
ROD CHAIRS (TYP.) 2) SAWCUT CONIC. SLAB WITHIN 4 TO —7
12 HOURS OF CONIC. PLACEMENT. OPTIONAL
1 2pp w/(2)#5 CONT. 2" FLAIR 8"x16" 1—STORY, w/(2)#5 CONT. 3" '7
2—STORY, w/(2)#5 CONT. -7 0' 8"x16" 1 —STORY, w/(2)#5 CONT. 0 Z
1le 8%20" 2—STORY, w/(2)#5 CONT. Q� < Uj
MONO. FOOTING AT STEP-DOWN
SAW CUT DETAIL BEARING AT INTERIOR r7
MONOLITHIC EDGE FOOTING r5
r4
8x8 PRE—CAST LINTEL, 1\
wl 1—#5 r)
0
z
FLOOD VENT,----
SEE NOTES ABOVE
7—
JAMB REINF. J
STRUCTURAL
PAVER BY MATCH DOOR POST
OTHERS WITH, SEE ARCH. RECESS ABU66
C 0 BONE BEAM w/1_#5 SLAB ON POST
12 x10"x10"
GRADE, BA ( �
GRADE L-1 '11 SEI CONCRETE BASE
EEI I I- --I I 1�1 I r---I I I�EiV I I I'.'.
. '_ I 1� SEE PLAN. WALL I I I
I_=j I E
FEI I FEI I[�.El I 1=1 I I=—.1 I 1=1 I I=.I I 1=1 1 E�I I 1_� � I FE�_ I F E_�I I IEI I
�1_1 I EEI I IEEI I IEEI I F=_I I IEI I m I H LEI I X PAVING VERTICAL
.E-1 I Izzli[_—IIE= < MASONRY 2—#3 STIRRUPS misc
BY BUILDER BAR k
STEM WALL w/ 0. EACH WAY
CD 12"xl 2' 1#5 CONT. .0
1 #4 @ 48" O.C. IDETAIL 10B FRAMING
GRADE OR CDNC.
E.J,
SLAB, SEE PLAN.
7-111111 7L-
MATERIAL I F DETAILS
FLOOD VENT NOTES: 'T_ SLAB
ON
toKc
7� —It__.1. - \\ ,
GRADE,
—THE BOTTOM OF EACH OPENING SHALL BE ONE FOOT OR LESS SEE PLAN.
1—#5 CON-r',K:/- :—
ABOVE THE ADJACENT GROUND LEVEL.
T
V,
—OPENINGS SHALL BE MODEL 1540-510 SMART VENTS AS Do NOT SCALE DIMENSIONS FROM
THICKENED EDGE THESE DRAWINGS.IF A DIMENSICN IS
MANUFACTURED BY SMART VENT. SMART VENTS OR APPROVED 8"X8" i
UNCLEAR REFER TO THE
DETAIL 10A P CTURAL DRAWINGS OR
EQUAL ACCOMMODATE 200 SQUARE FEET OF HYDOSTATIC RELIEF (2)#5 CONT. __�\ 777777777,77,77- w/ 1—#5 CONT. A-CHITE
CONTACT THE E.C.R..
'�2" THICK x 20" WID PLAN NAME
COLUMN STAND OFF PAD CUMBERLAND—CARIBBEAN
DESIGN/DRAWN/CHECKED
F CS /__�TC/LAP
r8 LOOD VENT DETAIL PORCH STEM WALL T DATE
r9 HICKENED SLAB CONCRETE PEDESTAL AT BOX COLUMN 02.03.16
� -�01 SCALE: 3/4" 10-09P -�01 SCALE: 3/4" 1'-0" SCALE
AS NOTED
LPA No.
TOLL-1 6-00033
CONTROL No.
N/A
SHEET
OFFICE COPY
N�.$ 7777
NNN
1A
S1 , 01
...............
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
�_SW-- 3/6 SHEARWALL SHEATHING TO BE APPLIED. A
8d @ 8 DESIGNATES 8d COMMONS @
3" O.C. EDGE & 6" D.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACK/KING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND F L:CA#8344 SO CA#3579
%" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
,tilititii1o1q,
A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/S0.1
A307 DIAMETER THREADED l'14 4
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
A307 DIAMETER THREADED E OF
ROD TERMINATES AT FIRST FLOOR
(95
TOP PLATE, SEE DETAIL 12/SO.1
N L
SIMPSON HTT5 SEE DETAIL 15/S0.1
C h r i s t o p h e r j Sabourin P E
F L P E#7 14 6 1
SIMPSON DTT2Z SEE DETAIL15/S0.1
KRETISIONS DATEN\
6x6 SYP#2 SIMPSON LTT20B SEE DETAIL15/S0.1
POST W/ABU66. SEE 3/S0.1 FOR 12" LONG LIGHT GAUGE STRAP
SEE DETAIL 2/S0.1 BEAM CONN. (TYP) LSTA1 2 FASTEN TO TOP PLATE AND STUD
(TYPICAL) (2)2xl 2 -D ((2)2xl 0-2/2) C(2)2�,j 0-2/2) 2)2xl 0 WITH 5-10d COMMONS
WALL STUD SCHEDULE
T LOCATION PLATE STUD SIZE
HEIGHT & SPACING
EXTERIOR
2x4 SPF#2 0 16" O.C. FIELD ALTERATION
X MAX
N 10,-1 2x6 SPF#2 @ 16' O�C. CONTRACTOR SHALL CONTACT LOU
U.) EXTERIOR PONTiGo a ASSOCIATES PRIOR TO
I X I MAX
(2)2x6
i MAKING ANY STRUCTURAL FIELD
IT INTERMEDIATE EXTERIOR 1 0'-1 TO 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY
14'-O'_ FROM THE INTENT OF THE ORIGINAL.
U's to,
STUDS. _011 CONSTRUCTION DOCUMENTS.ANY
INTERIOR MAX 2x4 SPF#2 0 16" O.C. FIELD ALTERNATIONS MADE PRIOR TO
T < BEING APPROVED BY LOU PONTIGO a
r- 2'-0" 2x6 SPF#2 @ 16" O.C� or A A E
INTERIOR L A ER IN
L
�)'�7,x�
rr
Y U T
MAX 2x4 SPF#2 0 12' O.C. SS S G 0,
ADDIOTCIINTA EMN INPEE IN`G
00
INSPECTION FEES
STUD NOTM,
X
N L
N L 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
X
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CN CONTRACTOR MAY INCREASE STUD SIZE TO MEET
X
1 ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
z
YELLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
SEE 3/S0.1 FOR
BEAM CONN. (TYP) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O�C. U
MINIMUM. SEE 3/SD.O FOR ADDITIONAL ANCHORS AT
TOP PILT TO STUD SHEARWALLS
W SDWC15600 @ 48" O.C. jox 4< LLJ
COMBINED USE PANEL NOTES
(2)2 x 6
--------------- Lij
SPF#2 Eq 1. EXTERIOR WALL SHEATHING SHALL BE
;17� 1---�11--�-�--�-----,-,-,-.,,--�-,-- I_- 0� rVIN
POST. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
uj L.0
?7/
>
0
Fl TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
U.1
<
I N
X 6x6 SYP#2 2. SEE SHEET SO.0 FOR WALL SHEATHING
U z
SPECIFICATIONS.
POST W/ABU66.
SHEATH
3. UPPER MOST TOP PLATE SUPPORTING ROOF
Cn CONTINUOUS THRU SEE DETAIL 2/S0.1
V) I, A. I i MEMBERS SHALL BE STRAPPED AS SHOWN IN
BUMP iOUT WALLS 11 1 SEE DETAIL (TYPICAL) DETAIL 1/SO.O Z CL
Ld
CNII m 1 1 , 1/SO.2.
F14 < 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
N W 0
(DI .1/? 1 = �x 3/SO.O
1�j LLJ MSTA24 EA.
6 1 . ......... __j X END.
C14 GENERAL NOTES
(0 < LU J
N ry
< SHEATH WALL
< 0 CON 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL,
z i AL /"_�c TINUOUS THRU SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
3: 001 7 1(3 BUMP OUT WALLS SIZES AND SPACING. AT GIRDERS AND BEAMS,
(.n X I L PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PLIES.
�N
L V p 2. SEE SHEET SO.0 FOR ROOF AND FLOOR Uj
z SHEATHING SPECIFICATIONS.
0 Z
FASTEN TOP
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
/'-OF WALL PER
z � I I SEE DETAIL PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
0 5/S0.1. Lj I
113 00 N 1/SO.2. SIM. TOGETHER PER DETAIL 6/SO.O LU
<
Cn N
1 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
N - 3/SO.O
LU X
N 0 N 0
< 0CN ch
< ATTACHMENT PER DETAIL 5/SO 1
1 55� 0 1 1 MSTA24 EA.
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
END.
TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
----------
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
SHEATH WALL AND HOLD DOWNS
(2)2x8-1/1 (2)2xE::��/l (2)2x6-1/1� CONTINUOUS THRU
4j L -1 BUMP OUT WALLS CS-18 STRAPPING DETAIL
SEE DETAIL CS18 STRAP w/ 10"
END LENGTH. FASTEN IST FLOOR
1/SO.2. THIS END w/ 9-10d.
:z Frl A
IN/-%MING
WALL FRAMING
_j PLAN
1 \,NO NAILS REQUIRED
I IN CLEAR SPAN
FLOOR I
TRUSSES-N 11111111pil I
OR JOIST. DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
C3 p
ULNCLEAR REFER TO THE
WALL FRAMING-/ I Uj LAPCHITECTUPAL DRAWINGS OR
z CONTACT THE E.O.P.
PLAN NAME
4E" ND LENGTH. FASTEN
CS18 STRAP w/ 10" 7A
L
r..M.ERLAND-CARIBBEAN
THIS END wl 9-10d.
SOLE PLATE ANCHOR SPACING SCHD HRST LEVEL WALL FRAMING PLAN DESIGN/DRAWN/CHECIID
cCALE: 1 4" 1'-0" CS / BTC/LAP
ALL EXTERIOR WALL 48" O.C. DATE
UNLESS OTHER NOT.- 02.03.16
SCALE
SHEARWALLS AS NOTED
24" O.C. LPA No.
TOLL�16-00033
CONTROL No.
N/A
SHEET
SOLE PLT 0 L4 WHEN NOTED ON PLAN
SEE NOTE 2
1 INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.0
2. ANCHOR SPAC1140 SHALL BE AS NOTED. FOR
EXAMPLE - SO-E PLT 0 36" = 36" OFFICF
ON-CENTER SPACING j SHEET6 OF7
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
sw.-3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d @ j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C� "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED ,L661;
FOR SUPPORTHEADER. Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
6S-1/1 JACKAING STUDS NEEDED FOR
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
BEAM OR TRUSS, SEE PLAN jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
ANCHOR LEGEND F L:CA#8344 SO CA#3579
%" A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SOA
A,307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/SO.l
A307 DIAMETER THREADED
( . 140
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.l
A307 DIAMETER THREADED % E OF
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.l
#
N
SIMPSON HTT5 SEE DETAIL 15/SO.l
A
Christopher j Sabourin P E
FL PE#71461
------ SIMPSON DTT2Z SEE DETAIL15/S0.1
6x6 SYP#2 SIMPSON LTT20B SEE DETAIL15/SO.l rTE71SIONS DATE)l,
POST W/ABU66, SEE 3/SO.1 FOR
SEE DETAIL 2/SO,1 BEAM CONN. (TYP) 12" LONG LIGHT GAUGE STRAP
HB LSTA1 2 FASTEN TO TOP PLATE AND STUD
(TYPICAL) (2)2xl 2 (2)2xl 0-2/2 (2)2xx,10-2 2 (2)2xl 0-2/, WITH 5-10d COMMONS
_7 - V�j (2)2xl 0
---------mlkE _7�71
WALL STUD SCHEDULE
F
LOCATION PLATE STUD SIZE
HEIGHT & SPACING
2x4 SPF#2 01 FIELD ALTERATION
C)
X EXTERIOR MAX 6" O.C.
(14 CONTRACTOR S
EXTERIOR 10'-1 2x6 SPF#2 0 16' O�C. HALL CONTACT LOU
(2)2x6 X MAX PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
04 MODIFICATIONS WHICH MAY VARY
INTERMEDIATE EXTERIOR 10*-1 To
2x6 SPF#2 0 16" O.C.
14*-0*
STUDS. FROM THE INTENT OF THE ORIGINAL
C14 1_j (0 101-011
j INTERIOR 2x4 SPF#2 0 16" 0,C. CONSTRUCTION DOCUMENTS.ANY
j MAX FIELD ALTERNATIONS MADE PRIOR TO
F_ < BEING APPROVED BY LOU PONTIGO&
z INTERIOR 12'-0" 2x6 SPF#2 @ 16" D.C. pr ASSOCIATES MAY RESULT IN
MAX 2x4 SPF#2 0 12" O.C, ADDITIONAL ENGINEEPING OR
00
_X X STUD NOTES,
L cf)
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
CNJ
0
X 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
CN
X CONTRACTOR MAY INCREASE STUD SIZE TO MEET
N ARCHITECTURAL REQUIREMENTS.
1 0:1 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
I r1117
-X� x
FC ILI
:T \1� YELLOW PINE. 7
I
SEE 3 SO.1 FOR
_j 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
BEAM CONN. (TYP) 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C,
A I
U
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
TOP PLT TO STUD 7 SHEARWALLS
0
Uj
w/SDWC1 5600 @ 48" 0.C.
X
COMBINED USE PANEL NOTES
(2)2x6 U
04
A-1 Uj
SPF#2 --7,> I- I :!
N, 1. EXTERIOR WALL SHEATHING SHALL BE
LLJ
POST. L
>
1 0 Z=10/zz/ CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
CD Uj Uj ,J
0
SEE DETAIL 1 SO.1 FOR SHEATHING
X 1
LCN4 I (Mx_8=1/1j SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
S
<
2. SEE SHEET SO.0 FOR WALL SHEATHING
6x6 SYP#2
T U z
POST W/ABU66. SPECIFICATIONS.
SHE�ATH--WALL-
I V) SEE DETAIL 2/S0.1 3. UPPER MOST TOP PLATE SUPPORTING ROOF
Ln CONTINiUOUS THRU < i
:D MEMBERS SHALL BE STRAPPED AS SHOWN IN
BUMP 'OUT WALLS I SEE DETAIL (TYPICAL) DETAIL l/S0.0
L.Lj
n
CN 0 1 1/SO.2. 0 Z
< 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0 0
3/SO.O
N X MSTA24EA. <
C14
END.
--(0 CN C14 GENERAL NOTES
Uj
<
<
< 17 SHEATH WALL
'_1 CD 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
z L CONTINUOUS THRU
0 F SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
3: 001 BUMP OUT WALLS SIZES AND SPACING. AT GIRDERS AND BEAMS,
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
X
PLIES.
j
C14 L <
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
z ----------
SHEATHING SPECIFICATIONS.
(0 FASTEN TOP 0
11-1 z
/'-OF WALL PER 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
Z � of 1 11 SEE DETAIL PLIES (BEAMS, HEADER, AND STUDS) FASTEN
0 5/SO.1. w I PLIES Uj
3: 00 0 1 1 TOGETHER PER DETAIL 6/SO.O
1/SO.2. SIM.
U)
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
0
3/SO.O
X LLI X
0 C14
1- 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
0
< ATTACHMENT PER DETAIL 5/SO.1 j
0 MSTA24 EA. U
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
END. TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
F
7
AT PORCHES, SEE DETAIL 2/SO.l FOR FRAMING
ANDHOLD DOWNS
12 SHEATH WALL
(2)2x8-1/1 (2)2x6 1/1 CONTINUOUS THRU
4j L BUMP OUT WALLS CS-18 STRAPPING DETAIL
SEE DETAIL CS18 STRAP w/ 10"
1/SO.2. END LENGTH. FASTEN IST FLOOR
THIS END w/ 9-10d.
11 A
FRAMING
WALL FRAMING-/ LU C-D
:z
U-1
_j
PLAN
NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
TRUSSES-
OR JOIST Do NOT SCALE DIMENSIONS FROM
_OM
N A ED EN"ONS Fpj
L L 'M F'M S
0 OT SC
THESE DRAWINGS.IF A DIMENSION IS
C1 R R 0
z UNCLEAR REFER TO THE
w C I T �Wj
WALL FRAMING-/ ARCHITECTURAL DRAWINGS OR
z CO T CT T 0,
1C)Uj CONTACT THE E.OR
4- CS18 STRAP w/ loll PLAN NAME
END LENGTH. FASTEN UMBERLAND-CARIBBEAN
FIRS THIS END wl 9-10d. rc
SOLE PLATE ANCHOR SPACING SCHD T LEVEL WALL FRAMING PLAN DESIGN/DRAWN/CHECKED
SCALE: 1 /4" 1'-0" CS Z BTC/LAP
ALL EXTERIOR WALL 48" O.C. DATE
UNLESS OTHER NOTED
02.03.16
SHEARWALLS SCALE
24" O.C.
(SW Bd@Y/6") AS NOTED
SOLE PLT 0 L4 WHEN NOTED ON PLAN LPA No.
SEE NOTE 2 TOLL�16-00033
CONTROL No,
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O N/A
SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SO-E PLT @ 36" = 36"
ON-CENTER SPACING
SIA
SHEET 6 OF 7
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
ROOF
1�"'FDR' f*A'L"* SHEATHING AND FRAMING, SEE SHEET SO-0.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN, (1)SDWC CONNECTOR�
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O.
4, WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Lou Pontigo and 7
Associates, Inc.
TRUSS420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
F L: CA# 8344 SC:CA#3579
E
N .714
S ATE OF
lk
ORIO
..........
N A L
TOP PLATE TO
SDWC15600 STUD SDWC15600 Christopher J Sabourin PE
FL PE#71461
TRUSS TIE DOWN WITH SIMPSON SDWC REVISIONS DATEN\
Rafter to Top Plate shown
6 Truss to Top Plate similar
SOL2
2x6 EXPOSED Optimal 22)T
RAFTER TAIL ME
10, 0*
SEE 6/SO.2. 30'
to LID
FIELD ALTERATION
17— 17— CONTRACTOR SHALL CONTACT LOU
PONTIGO a ASSOCIATES PRIOR TO
STUD DIRECTI MAKING ANY STRUCTURAL FIELD
TU
LOW T US MODIFICATIONS WHICH MAY VARY
PORCH CEILING rB�El=OWTRUSE] Y2"MOX FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
V //AV SHEATHING SEE I
FIELD ALTERNATIONS MADE PP
BEIN AP ECM Y U PONTIGO a
PROV B
2/S0.1 ASSOCIATES AYLORESULT IN
TOP PLATE TO
10 SDWC15600 ADDITIONAL ENGINEERING OR
LID SDWC15600 INSPECTION FEES.
SO.1
may be sloped up to and including
1. Sloped—roof rafters
a 12:12 pitch and must be "birdsmouth" cut.
L 4 for installation instructions.
2. Reference detail
SIMPSON SDWC INSTALLATION [ZANG
it
Lip)
L _j ------
Uj
PORCH CEILING
SHEATHING SEE I
2/S0.1
Z -
7=
J0 LLJ Uj
HTS1 6
> I Cq C�l 2� C)
C14 C:) 03
2x6 EXPOSED 0 C) co 00
. !�� J0 ca cftll� co CL (L D_ DIRECTL
RAFTER TAIL LL PBO EJ STUD NOT
L
LISS —
SEE 6/SO.2. P BELOW TR SDWC15600 Uj
E 6
EJO
Ao
2x6 EXPOSED _tg: Reference detail 2a for installation angl limit
RAFTER TAIL UJ
I J0 06 SEE 6/SO.Z
SDWC INSTALLATION
6
SO.2
,J07 EJ06, Rafter to Top Plate shown Uj
(Truss to Top Plate similar)
lLjuf
6 STUD NOT DIRECTL
FF7
�BELOW TRUSS
EJ07 z
Ejui Do not install SDWC in
EJO�j atched area
SDWC15600
EJ07
!06
1/2" MIN
Overhan
EJ'7 E,161 MAX
------ ... ...
--------- SDWC INSTALLATION RANGE
ROOF TRUSS
PLACEMENT
2x6 EXPOSED 6
RAFTER TAIL SO.2 Rafter or Truss PLAN
SEE 6/SO.2. Y2"" minimum edge
distance for full
values (with or Splice may be in upper or
without a plate lower picte
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES splice)
TO BEARING DO NOT SCALE DIMENSIONS FROM
TRUSSES AND ROOF RAFTERS THESE DRAWINGS.IF A DIMENSION 15
STRAP PSON SDWC1 5600 UNCLEAR REFER TO THE
WITH 2-12D TOENAILS & 1—SIM Y4* from top plate ARCHITECTURAL DRAWINGS OR
SCREW UNLESS OTHERWISE NOTED splice Offset
for full values Fs—TuD NOT DIRECT PLAN NAME
BELOW TRUSS
CUMBERLAND—CARIBBEAN
DESIGN/DRAWN/CHECKED
CS Z BTC /LAP
ROOF TRUSS PLACEMENT PLAN DATE
V-011 02.03.16
TCALE- I SDWC AT TOP PLATE SPLICE SCALE
AS NOTED
LPA No.
TOLL-16-00033
C0NTROL No
N/A
SHEET
S1 .2
SHEET7 OF7
0--1--j W
Z==
52 m Zn-
x
izzmP =M cn
O-T
Fn c C:
;o 0
Ln 2z< C= ;o m p a3 rTi --i o
mo - E� - m- >-<m r-
z m Oxop0000mc m
Zz
z 5E C.) z ml m z
m< m--qm< m 0
C', rg �§ P?
Zn rn M > > 0> > Z-i
mzm
> >
--q 0 0 >0 -0
M
M >--A m 0 z ul 0 x Z:
70 'U rr,in
m Z > z z
> > En > m
>r-;u
K: F- 0 1 0s),
m
0 0 0', 0 o =1
z M(n 4�
10* > C)
> 0 :q K z a Z
'I rn rn
rq
My z :D.,u--o:0
0- �z 0 m--1 0
CD 0 m
ZE * a z 0
-Rrf-PP Y z Z--40 Fri z H!
r- - 1 0(A C: m
r'.) a it fl 1 11 11 �Q P. 0 CU
> d C/)
— 00 m >
m :2>--q I
rn-0 zo z p m-u-0-0-U-U r-o:�FD> 0 m
o 0 0>>2 lz
0 0 29 M,,9 O'X-0 m zo --',�m j z r-q— 0 Q z C:>
0 �=�z �z -4n
M��-opm-g� 'ic Z
0 =:K r ri -0 00 (D C4 m r-
>,Z;)00 o 0 rrl 25Z 3�3 60�88
'o> �m �>S2 M 0
-Z, 5 z --3so -V
m CA 01 0) K
-,,:r: Cc:00- 0 m
cu z>Z;u rq --i*m O;o 0). FD M- 0 �o z>
�j 0�c C)z zz oz co m-1 0 W W
xm�- 0 m 0- z _-q<
mmo Um r qo rn IS (1)
C3 a()-(;(; .1. m
�C�,��o -Z > X
�Crq X 30 0 z 4 Cf)
5z m U)M \�A\4c,
z x-1-n m C/) 13 L J5 m co
<
5� rn C)Zoo m- -7. cn Q)
.,% (n C.)0> �j
z Z-0 OZ 0
mm M X Co-1 -4
z 0 m 0
0 c:< d
< 0 >
m m 5; --4
0) (7)
0> m
1> P,
__I 0
>P
0
0 -i;:u K-
> '-A t-3
m K:
> Ln --4 CPI
a z K: g, rrl
0 0 Ct) = 0 ?- a (/j
> 0 ;'1- -
0 09
Z rq m
m >0
r- C: C
m
( co m z
co M M oq
KK v ,—
cn o MM
co MN .
co (f) zz�i a
0 C) .0 0 z > G3,83
I =;u N 11
I Ct 0 0 MZ
41 1 ::E o m
0) m
(f)
-4 Ul co
41 0C) 3: 1-
C:La r ITJ M— 0
Z In �—r - i� 8 , (:,) (�
(A r- :t
0
>0 > r'l (::� Z
0 (31 -A Z (f) CO
C)
- ;10 Z
'E C)3
0 1 :� - > >
rq
:-A
-:i '2� Mmmo
C-_0 ZA \�
00
>r, d --.n --A- (� 0- --(P to m
cr) 14 1�0 (');u . -2_
0 04 \ , �d
to r1i
V)
U)
0(f) 00 A '--A 0.
m (A Z K: urk So
C: 0 %4 <m (.0 cl m
z r �7
E5 V19 z
0 14- � :.I., \\ '(A S (A
0 Fl > 13-C)l
cn
0 okp,z _q
;a 0 C-
> com 9 'm C-) t
> -A
r-En Mo 0 tAz
mo
m 0 rn 0 0 0 0
Z: 0 U) 0 m ;u ;u
0 z
(n m m
--1 0 41 (A (A
zz In
rn m > z --A m
--4 -q m x m 0 r r
> 0 N) 0 Z 70 0 0
M z -jo -;� 0)
r- (A
0 _q M om -C 0
ZO rri I "I - X
zw Fj M 00 rri 0:�a 11 -4 > rri
41 V) 0> 0 ;;u
4� p- co -cl-M r_- (m - -< ::E
C- m ;�o C r 0 M -, — 0 :E > M 0,(;Z
ri—
(A
o--1 -TI > 00
C:M Fn, M Z 4� Z -0 1 r-
0 S C4 C: IZ)
zz rri --A
0 1 ' E�0 m C: COO)
4 z Mo m
0
zq) ;u - ;u M
> Icn::0 0 >-u 0 0 M < >
m mm u z m > 70 In
z "o < I �U- 1. o
(n 'U 0 01 C r-
P�C33 tz) z rn (f) rq -A
m m
--I M 0 M
> K m z
m (n -q M > C) —ov
0 cn z m
.................. m 3: .... ................................................---------------------------- ...............
0 z
> q--i ;ol z --i
cn ;u M 0 U) >
0 IM --4 m m m m
cn ;o
=m m 0
0 C
x 0 (n m c L4
m
i:A r- "P� m
Z (f)U) C-) m '346
> C4
K:> m
z z
0 M r- (f) 0 C:
14 z rq r U) CA cy) 0
m Ln (n
0 " 0 K
> -0 m p
0 m M
(n
(--l- 0 -Ti
r- C) CO Lf) U)
:ok m --' o
<fn m > m 0 >
H M:6 Z Ln -n
Q) ,(- 0 r- LA
:10 43 -0 m
-4 Olt
(D Qu z
Cn �D:z -<
00 jh.(4 9 0)
OD
M
K:
m
cil 1-
0 -0
C) Fri :,j 4� Ln
M
9CS9
#A36
9 LOZ/V L/LO L -LnoAv-i ubb-i-A lsiju
:a-Lvc]
d-1 -
-- #
AS
NV328ldVO N[31-LVA3-13
ClN'V-lN38v4n3 -13(30vi
3 E3 V-L 1�J:3 H NOISIA[oanS
HOV3S OUNVI-LV
SH:3H-LOHB -110-L
00,0,L
NOISIAMH 00-VO-9Z
-SJ9410 Aq 00-60-OZ
oje sweaq lie'asimiaLao p9iou ssaiun
,sassn4 pleg
PGJ9All9p ql!m eAwe le4l sluemoop
buueeuibue Pule InaAel ssrul ol jelacl
'N011N3 H V
"6
'15L�Sg IM 6 6
6 6 6 6 6 6 61
'UOSlPeVj !GAU(]opjiuo,(l Egg'elnl!lsul 7 1 1 1 7 T 7 7 1 7 . -VO-9
8 8 6 9 6 80
gon
. . . . . . 8 8 8 8 8 LOr3
ejeld ssnj_L aqj wo4 9jqej!eAa,,s9ssnjj
Z
pooM jo Bumig.linsum'Buioejq 90
6 zOrA
,Baj eouepinB leieueB joj
buipn
.sop Buipl!nq eqj jo A4!1!q!suodsai 0-j I
-jeu6i,
qqj sl suwnloo pum,sllem Isweaq
0'
Isiepeaq Buipnjoui einjonils:poddns ., i� LOr3
90M
z
ssnil at4l jo u6isep at4_L-ainjoruls LOr3 6
j8JeAO 9141 JOI PUB LUSISAS JOOLj
pue I locu at4l jo Buioejq lueueLwad PUB 90rA
I — zora
Amodwal jol elqlsuodsoi si jouBisep 0
-gon
Buipl!nq qLLL-Buimeip juawooeld
9Or3
0'
C)
AIPUI 99S-JGUBISGP T-F
eqj uo pag!luepl ubisep ssrul qoee jo;
sloeqs u6isop lenp!' 90,3
Ol
buipl!nq eLp jo uo.4eogjoeds eqj F.-
s*
le U61 op Buipl!nq aLp olui pajejodimui
-odwoo Buipl!nq lenplAIPUl C D-00
aq 01 sluou
Z
LOr3
se peu61sep aie sessrul eseq-L TF I
'A-lNO WVNE)Vla
IN3W30VId ssnmi v si SIHI
I I 9Or3
III
1190r3
\�z
11
ii
119OP3
L/
OG-ZG-V
'1368666 ,S �66� 6
6
9Or3
tlOf3
S/ L L L:2 -j j :2 :2
S
S/ L L -,0 L
CL
0
S-LH E313 H E3 N I N V3 E3 C)
00-6( 9 00-w6g 00-00-0
90V L '69S't,06 :A ui 0040--9L
06E6,L6z:,VO6 :0
EVOZE -1-1 'SEINIH.IS 3AOO N33Z:JE3
BOZ 3-Lins 'CIA-18 -nvH dr LZ9V
'ONJ '�Jddnq IN13NOdK103 Miming LL
A" -9101, 0
11111011h, I
0-4--4 W
za:m
m Fn
> m
X �0700oz -4
x �Zzr.p MM(n
U7) a = i� lllllpl!!:
K;o C) 1;�7
Ln-><< C: ;a m 0 CO::E M -
0 m r- > m r- --< m
Z��Zc)� �M,=a o�vz:zzzc),C7 m z
0 2i < m< m m<
rn I M r rtqm . r) >
0 M 0--u2m�i ->C, > d>
,;Lorqo> >
z zom
j::� m
Z, M 0
a a: F, —'a 0 --40 0 >0 U)
> 'm OZ Ul 0 N z
m �45X -u cn rr, 0
Kzon > z z
>P;o >(f) U) m
C, il, r-- �< 6:E -,,= 0
M 0
z m 0
rl Lo 0
C17 0
IFQ� (f) -;�M 0 r
x 0 -q K: - -Tl cl
rll,:� �q FT Z
M.0 z :n p.0.'U- m M
0- r,-4 0 -
C:Z:r Z 0. Q)
\AO �u
z-ZI 0 co l7r] z H! .
0(n C: 03;o c
aflou a 4 �
;mu --A 0 m 0 (j)
m C-)z 0 -n >
-Uo 0 M >
OM-am 0 z >
C-000rqo (D rri C-)
-0 zEiz (D X
11 4 4-c':=01 m 0.-G Hm-z T4 zo --�m -A --4
m -4 Z M
0 C) - I :E 4L4 rri r-
-10 ,PKM:45>�E000Kmm-iz -n m M 3�3'61381(),88 0)
�,O> �im 0�-q�m�z 2 cil M r1l ()I C)0 01
-U z tz
_j 0 to m
0 cz z
N-ID�CC,> 0- -2 a)
3-;;0 M >
<
0 m
z om-is�r Hoz z Z� >
103 V) o Cf) U)X
R- z m ZM O;o
q< c- . Z,-0 0 z
;5 zm m U)M ;U -(D 0 rr,En
m U) '3
rq 411 C)
m o>
z ;u -0
m��m M ;o Ln
A Z OZ
m 0 0
m
> (1)m m
>
z .6:
>
4- -9 0
rr,r- -T
0 >
--A K '-A
M;Q trj
m K
N3 (J) >
0 0 U) 2:K rn
MM8 rri
m r- Z
M
>1 �A)
m I�,F:;)
0 C:
;a z M-u cp
co M KK v
cn rIl m ci
00 N ZZM
03 0 _rl
=;u C) I%j 10 z >
0 0 N OZ 80
Ct mm
*0 8
M
-4 (.n co U) x
-P. 00 X
C:;:u PI A 0
z-u
0
0::j ul
><D >
Xz —< - CC)
-A
om 0 > >z5E
:3 MMM j
00
o
u >
LO () --% 03
m rn
0 xm rrl
z W r
m 0
U) 0.
Z
0 0
(n (A (4 C)
C: —0 14 71
TF cn z I r-
0
c- :7, 0
fn > 13 21 40
IZ) co 43 (n 0
C) z -q m
> 'o ()
u)9 (n 0 ` - 5�, -01
mo 22
-4 C
> > r U)
m Om h o 0
0 1 51
U) m ;u ;;u
0
)>
z m rn C) m
> zz 41 0 0;0 U) U) Ln
M ;;o c >9 I z m X 70 m 0.
0 0 z m 0 0
m
,4 0 om >
zo rTl F,m K rn 55 11 --q M
41. z C>O m U) -4
>M N ac)
0 10 —
r sz)
m M 0 ::E > m \Ao C;-L rl
X W -TI >
< ;o m JO 4,
ca. r. C)> ;u rn z c: c -0
C:M M _4
0 �4 0 zz C: m
z m, 5-10 rrl C: G3'8 8c)-88
X n 0 C.7 > < > C)
p 'cn -0 K M 0-, Lo ;u 0 0
> rq ;;a Ul 111 0 0 M E)- m
z "0 1 r- --i m >
<-u >
0 (.n
(Z $z, rz M 0 m
m m
--A rTl 0 m K: m z
> M (1)-9 M
U) cz cn z 0 * m C)
7) 0- 0 z U) X --A
--i > M, _4 -501 Z 0 ................ m m - ------------------ ............---
m ..........
r X >
rn ;u rn 0 V)
--4 4 0 7: m
0 ;o m m
0 m rTl M 5. 0 0
U) C: -n
z U) C) IT rrl 4,
z 0 >,
M => am: z
z
Z 0 M CD C:
14 m U) U) (A cy) 0
0 U) jo P, " 0 K
> Cil
0 m rri m
M 0 X
9 r� F,C) En r-
m >
-rn z Lt)> m p
rn z Ul z
Cl 0 r- CA
-4 -0 m
(C) Z, �o z
56(S (A
Ul
n(A
00
cn
co
r- Ul
0
Ul